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HomeMy WebLinkAboutDRB140042 PLANS APPROVEDI.� / FND PIN & CAP LS #26598 10.0'\ / C9? / \ ���• // \ FLAGSTONE \ UNPLATTED , // \\ AP CANT. �3 8152 .0X / DECK / 8165.9 8152.0 / ROOF PEAK 39.1 / (TYP.) / \ 3. Y <3 3 ENTRY / J O 1? 9.0 0 () 0 0 29.0 'a a 0 a F PLAOSTONE <1 3� a / A O O 391 30.4+ 39,1 / / 2 . WALL \p 1� /�9,1 R' / •7' \ � 39.2 ROCK ENTRY ENT40.< 39.0 <3 / 0.3' \ 81 57 j / ° 39.1 + 39.3 \ / + 39.7 / DRAIN UTILITY EASEMENT s sJ• 80� LOT 1 A BUILDING OUTLINE 41199 HIGHWAY 6 & 24, EAGLE -VAIL P.O. BOX 1230 \ EDWARDS, CO. 81632 (970)949 -1406 , 0.4 f 39.5 / 39.0 V40.1 0. . 0.4' x40, c ROCK WALK T- + 40.9 a 0.4' 0.3' 0.3' EDGE OF STREAM 17.15' 6„ W 8 2 / / / / i U N PLATTED 10.'o' FND PIN & CAP \ LS #26598 \ �= 29'0835» R= 90.00' L= 45.78' T= 23.40' C LEN = 45.29' �� BRG= N86'48'18 "W 2 14'00„ 304 50 LOT 1 B 0.6814 ACRES \ (SEE ABOVE FOR EAST END LOT DETAIL) \ W 0.3' �\\ / 0.5' \ s 0.3' 'r - / 3 .5 1 pb/ / WALK 41,1 qg, '`� 41,3 �c'Q, GARAGE 48 41.2+ 45,4. NE 7 © 50.0 %K PHONE PED D� i� 50.1 50.0 49.3 i CONC PAD 49,8 .5 0.5' / .� X0.1 00 7 EDGE ASPHALT ROAD 49.7 - - - - - - - - / - 149 21 / 3,, 25„ / / S � W 8 M BASIS OF ELEVATION SEWER MH P.2.13 3 RIM EL= 8149.7 INV EL= 8142.8 pP� G A= 40'25'42" R= 90.00' L=63.51' T= 33.14' C LEN = 62.20' BRG= S58'24'34 "W 0'�k1 O 1? SURVEYOR'S CERTIFICATE I, Michael J. Post, a Professional Land Surveyor registered under the laws of the State of Colorado, do hereby certify that this topographic survey was made by me and under my supervision, and that the survey is accurate and correct to the best of my knowledge. Mich( F'L s Colcr o P j0301 *A 30116 Date- 1/13 -- -I 1469TOP02- 1B.DWG DRN. BY: M. POST NOTES: 1) DATE OF SURVEY: 12/12/13 2) SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR AMENDED PLATS, EASEMENTS OF RECORD (OTHER THAN PLATTED), ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. 3) 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 THE CERTIFICATION SHOWN HEREON. 4) THIS SURVEY AND THE INFORMATION CONTAINED HEREON IS THE PROPERTY OF EAGLE VALLEY SURVEYING, INC. AND IS INTENDED FOR THE SOLE USE OF THE ORIGINAL CLIENT ONLY. ANY USE OF OR TRANSFER TO OTHERS IS PROHIBITED. 5) BASIS OF PROPERTY LINE LOCATION: MONUMENTS MARKING THE NORTH AND EAST CORNERS OF LOT 1 B, (SEE DRAWING). 6) BASIS OF ELEVATION: SEWER ASBUILTS MH P.2.13 INVERT EL= 8142.8', (SEE DRAWING) 7) BUILDING SETBACK INFORMATION IS NOT PLATTED. PRIOR TO ANY DESIGN OR CONSTRUCTION IMPROVEMENTS ON THIS PROPERTY, TOWN OF VAIL SHOULD BE CONTACTED FOR CORRECT BUILDING SETBACK INFORMATION. 8) BUILDING SHOWN WAS LOCATED AND MEASURED TO STONE VENEER ONLY. 9) 0.7' OF SNOW ON LOT AT TIME OF SURVEY; SOME FEATURES MAY EXIST BENEATH SNOW THAT ARE NOT SHOWN ON THIS DRAWING. i X.X' X.X' DATE: 12/19/13 PAGE: 1 OF 1 DENOTES DECIDUOUS TREE W/ APPROX. TRUNK DIAMETER DENOTES CONIFEROUS TREE W/ APPROX. TRUNK DIAMETER DENOTES BOULDER PARTIAL TOPOGRAPHIC SURVEY LOT 1B VAIL VILLAGE THIRD FILING A RESUBDIVISION OF LOT 1, BLOCK 4 TOWN OF VAIL, EAGLE COUNTY, COLORADO JOB No. 1469 Code information: 2012 IFC± 2012 IECC Occupancy: R -3 Construction fiype: � N project data Location: 351 BEAVER DAM CIRCLE, VAIL, CO. Sl�oS� Lot IB, Block 4 Vail Village, filing no.3 Town of Vail, Eagle County, COLORADO Square Footage Calculation-, Refer to GRFA sheet for existing and new scluare Footages. vicinity map Fled Sandstone -- NAME AND NUMBER -- �t Efe merft wy " I'aA6E T M9.00R A4.0 WALL& School CEILING A5.1 (CEILING M. p FF�{y}1TPGl- 0 W 10 r UOED) ;N 5UILDING SECTIONS C M M')UNTA SYSTEM TAG- RE. SYSTEM NOTES FOR FLOOR, WALL, r S F"6141A� Paring Lat MANUAL FOR SCHEDULES s GRAPHIC DOOR TYPES - Vail Municipal WINDOW MARK - RE: DETAIL WINDOW MARK MANUAL FOR SCHEDULES s Bldg. (Comm GRAPHIC WINDOW TYPES E LONS HEAD CIR DeO-) Vail Police - - -- - -- ----------------------- - - - - -- ----------- — — Veil Department a� D AV LIONsiiEAD Ubrany V —O MALL . -- ---------------------------------------------------- �J Medic al Cenfei LI4NStiEAD PL .. (Hospital) <AFITO RE51DENCE W "FADOW 13R / Fire 3a1 5 AVE FR [DAt -1 (I CI= , VAIL, CO. a1 &51 Station #2 - ��---------- - - - - -J �'D e DAM W M3EAWE€� x W $? E�OcS7.R3 Rdr? developer: Triumph Development, LLC Steve Virostek 14 Willow Road Vail, CO 8165 ph 303 -4 -15 -4413 ph 301 -(o5-1-1112 Contractor: T.B.D. Architect: Michael Foster Triumph West Development,llc 14145 Shannon Dr, Broomfield, Co 50023 Phone: 303-4-15-4413 Plumb T.B.D. 13UILDING SECTION 2 2 BIALDIHGBECTICN (PLAN) 13 1S NUR SHEET NUIMMER BUILDING SECTION 3 (ELEVATION) Ai ELEVATIONS '3 Ai 9 WALL SECTION Ai DETAIL NUMBER SHEET NUMBER BLOWUP DETAILS - RE: DETAIL MANU DETAIL CUT 3 12 SI MP4I EJ R DETAIL DETAIL NUMBER RELATED 4 3 rD W T..&I L e--11T A I 12 E SHEET NUMBER Landscape architect: Ceres Landscape Architecture Scott Bones, Seth Hostvet P.O. Box 2134 Eagle, GO 0Iro31 ph 9 -10- 949 -328ro Electrical; T.B.D. architectural symbols Structura I Eno ineer: Monroe & Newell Engineers, Inc. Craig Carroll 1400 Cxlenarm Place, Ste 101 Denver, Co 80202 Phone: 303 -io23 -492-1 ROOM NAME, -- NAME AND NUMBER -- �t WITI -F FINISI -IES. " I'aA6E T M9.00R A4.0 WALL& A5.0 CEILING A5.1 (CEILING M. WALL TYPE 10 r UOED) MARK 5UILDING SECTIONS C M SYSTEM TAG SYSTEM TAG- RE. SYSTEM NOTES FOR FLOOR, WALL, CEILING < ROOF SYSTEMS, INFO. DOOR MARK 10® DOOR MARK - RE: DETAIL MANUAL FOR SCHEDULES s GRAPHIC DOOR TYPES WINDOW MARK - RE: DETAIL WINDOW MARK MANUAL FOR SCHEDULES s GRAPHIC WINDOW TYPES REVISION 0 IND I GAT I ON I CN of ELEVATION TOP OF PLYUIOOD MARK Imo' -m" (� ELCVATICN DRAYIING NUBER DRAWING TITLE 2$ ecALE NORTI 4 .ARROUJ project team Survegor: Eagle Valley Surveying, Inc. 41lee Pwy ro and 24, P.O.Box 1230 Edwards, CO. S1ro32 Phone: 9 -10- 949 -140ro genera l notes I. ALL DIMENSIONS ARE TO FACE OF STUD OR CONCRETE, U.ON. ALL EXTERIOR WALLS TO BE Wp WIDE, U.ON. ALL INTERIOR WALLS ARE M" WIDE, U.O.N. 2. ALL FIREPLACES TO MEET LOCAL AND STATE CODES INCLUDING ALL ACCESSORIES, FIRE RATINGS, ETC. 3. GANG TOGETHER VENT STACKS AS MUCH AS POSSIBLE TO MINIMIZE ROOF PENETRATIONS. 4. PROVIDE ELECTRICAL HEAT TAPE FOR ALL GUTTERS, DOWNSPOUTS AND OTHER PIPES AS REQUIRED. 5. SEE ELEVATIONS FOR TOP OF WINDOW HEIGHTS. TOP OF WINDOW DOES NOT INCLUDE ROUGH OPENING. 6. COORDINATE ALL INTERIOR NON - STRUCTURAL DROPPED CEILINGS WITH THE REFLECTED CEILING PLANS. 1. COORDINATE ALL MECHANICAL AND ELECTRICAL EQUIPMENT AND ACCESS PANELS WITH OWNER PRIOR TO INSTALLATION. S. CONTRACTOR TO COORDINATE ALL DESIGN/BUILD MECHANICAL AND ELECTRICAL EQUIPMENT, DEVICES AND WORK SUBMIT DRAWINGS FOR REVIEW BY OWNER. S. PROVIDE RADON MITIGATION UNDER ALL SLABS. 10. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION AND DETAILS. 11. SEE LANDSCAPE AND GEOTECHNICAL DRAWINGS FOR MORE INFORMATION AND DETAILS. 12. SEE INTERIOR DESIGNER DRAWINGS FOR FURTHER INFORMATION AND DETAILS 13. DOOR SCHEDULE INDICATES SIZE AND TYPE FOR FRAMING INFORMATION ONLY. index to drawings A00 COVER SWEET CID EXISTING SITE SURVEY Existincl Architectural Drawings: EA30 EXISTING LOUDER LEVEL PLAN EA3.1 EXISTING MAIN LEVEL FLOOR PLAN EA32 EXISTING UPPER LEVEL FLOOR PLAN EA40 EXISTING 8001= PLAN EA5.0 EXISTING BUILDING ELEVATIONS EA5.1 EXISTING 5UILDIW -s ELEVATIONS EA5.2 EXISTING 5UILDING ELEVATIONS SUMAN ARCHITECTS- DW3S -10 -31 -2011 L1 LANDSCAPE SITE PLAN L2 LANDSCAPE PLANTING PLAN cRFA GRFA CALCULATION SKEET TOV -S TOV SITE DEVELOPMENT PLAN New Architectura l Drawings: A3.0 LOUDER LEVEL FLOOR PLAN A3.1 MAIN LEVEL FLOOR PLAN ,432 UPPER LEVEL FLOOR PLAN A4.0 8001= PLAN A5.0 5UILDING ELEVATIONS A5.1 5UILDING ELEVATIONS A52 BUILDING ELEVATIONS A&Z 5UILDING SECTIONS CONSTRUCTION STAGING PLAN an 0')� ct o QDM4 °Cc MLO 0 0 ��ocYa o �. > 0 LLI LLI LLI _D -A LLJ I� > LLI — Q m N N N �m b I W W � N 0 - - — Replace with dark I I � sk y compliant HA liant lighting. c ��� Q u oC o ,-, 't C7) o �Lo 0 0° Ln Q0 N � � o o C M E- 4. Q) 0 LLI LLI LLI _D -A LLJ I� > LLI — Q m N N N �m b I W W � N 0 - - — Replace with dark I I � sk y compliant HA liant lighting. c � � LL i I N F \ I Design Review Staff Approval _0 Q) By Joe Batcheller at 5:28 pm, Mar 19, 2014 L \� TOWN Of WAIL - - -- - -- ----------------------- - - - - -- ----------- — — -- ---------------------------------------------------- �J <AFITO RE51DENCE / 3a1 5 AVE FR [DAt -1 (I CI= , VAIL, CO. a1 &51 - ��---------- - - - - -J �'D < I O U 10' -O" UTILITY EASEMENT / / Ch / U N P LATT E D / / / / / / / FND PIN & CAP LS #2659$ \ / / 10' -0" UTILITY EASEMENT d / / / / FLAGSTONE DECK ar M %-111 / :M4 8152 / ROOF PEAK 8152/ . _ I iV JY I I N -IX, 8. X81 - S F 8 0 Ate, LOT 1A M� °x4060 FLAGSTONE i 4eATIO y j! 10 > WRE � V;X ggim on L\W- /Z09 P�A, MA tkomlllmmsm 00fa � "v sv W �Ift BUILDIN OUTLINE EDGE OF STREAM 0.3' 17.15 S83-27'26' 3' 27' 26„ W a4. 43x4+ )NE VENEER WALL (TYP) 1.� ti S / - ® ma a %. � + �\�-- PHONE PED �4s1 3u AJI C9 0 49.3 U N P LATT E D Design Review Staff Approval By Joe Batcheller at 5:31 pm, Mar 19, 2014 TOWN OF VAIL \ 10' -0" \ UTILITY \ EASEMENT \ \ \ \ \ \ S 72•14'0 \ 0 E \ \ \ 304• 50 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ LOT 1 B \ \ \ 0.6814 ACRES \ 381 \ 1 � (SEE ABOVE END LOT DE- 40 ON ul� qy REMOVE (E TREES FOR NEW ADDITION THIS AREA RELOCATE GAS METER / FRONT S 78 37'25 W SETBACK I it + 47A SNOW STORAGE / 150 SO.Ff. 4W+ / mom DRAIN ENCH / A= 40'25'42» 493 / R= 90.00' L= 63.51' PAVER DRIVE � T= 33.14' 1449 SO.Fr. 4967 *BASIS BASIS OF ELEVATION C LEN= 62.20' SEWER MH P.2.13 BRG= S58'24'34 "W RIM EL= 8149.7 INV EL= 8142.8 CONC EDGE ASPHALT ROAD \�G \' G (',-- SITE FLAN �-o5C,4LE: 1" = 10' -0" ='� yew �M �;t, �e � i� n i •, , ,, � ,y � � \ � +� ^ems coo 00QDm ' a QD 0L0 ° ~0 C o m CO 9 cQ .� EH d' y CID cQ 00 w )O '�Lo 0 0coopto co �d •d .°0) 0 -4 �F w co as ao� 0 e � W a LL I O U } LLI U LLI U n } W \/Z m d' r .. N c� 0� Q) z °- w O VJ (j) d) LLI LL- 0 � N O O z � OL E II �� II � O IIi� cv � / ♦ \ \ � � ` UNPLATTED 10' -01 10' -0" UTILITY UTILITY EASEMENT EASEMENT 10' -0° S 7 UTILITY <14 00° EASEMENT GRAPH I G LEGEND SYMBOL DESGRI PTI ON SCALE: I " = 10' �o \ 0-8' EXISTING 5PRUGE, PINE, OR FIR TREE TO BE PRESERVED. TRUNK DIAMETER NOTED IN % FEET. �s CO Co N i w M 0.3' EXISTING ASPEN TREE TO BE PRESERVED. ® ) TRUNK DIAMETER NOTED IN FEET. U M rp EXISTING SPRUGE, PINE, OR FIR TREE TO BE 0.8• REMOVED. TRUNK DIAMETER NOTED IN FEET. ;) EXISTING ASPEN TREE TO BE REMOVED. 04° TRUNK DIAMETER NOTED IN FEET. O O U z J EXISTING CONTOUR W SCALE: I " = 10' �o v- Co O Iq Co N M O n CO Co N w M M D U o. o n w U M rp ¢ O w a ¢ O v Id U o O O U z J ai � W v- M N _ x O m v O 0 a TO V cz L. 0 O CJ o U � m = rn a,o L E _ co O > D Co L m m 4--) — M J rn DRB Submittal: 21 February 2014 Title: SITE PLAN Scale: 10' Sheet: L 1 © Ceres Plus, LLC. 2014 II I / ♦ \ \ � � ` UNPLATTED 10' -01 10' -0" UTILITY UTILITY EASEMENT EASEMENT 10' -0" UTILITY EASEMENT / PLANT LEO END SYMBOL QTY. BOTANICAL NAME 60MMON NAME SIZE .*ft. - - -I - 4 4 PIGEA PUNGEN5 PIGEA PUNGENS GOLORADO SPRUCE COLORADO SPRUCE 8' HT. 10' HT. _ + _= ��4/11I1volf 4 PIGEA PUNGENS 'MONTGOMERY' MONTGOMERY 5PRUGE 5 GAL. Co Co N 370 ASSORTED GROUND GOVER5 AND PERENNIAL FLOWERS 1 GAL. 16 FLATS ® I TRUNK DIAMETER NOTED IN FEET. a REVEGETATE ALL DISTURBED AREAS WITH NATIVE ORA55 $ WILDFLOWER SEED MIX U a M rp — EXISTING 5PRUGE, PINE, OR FIR TREE TO BE GOBBLE MULGH ON FILTER FABRIC REMOVED. TRUNK DIAMETER NOTED IN FEET. ;) .*ft. - - -I - 10 5 O 10 ZO 50 SCALE: 1 " = 10' \ 0.8, EXISTING 5PRUGE, PINE, OR FIR TREE TO BE PRESERVED. TRUNK DIAMETER NOTED IN \ FEET. Co Co N w \ 0.3' EXISTING ASPEN TREE TO BE PRESERVED. ® I TRUNK DIAMETER NOTED IN FEET. a U a M rp — EXISTING 5PRUGE, PINE, OR FIR TREE TO BE 0.8' REMOVED. TRUNK DIAMETER NOTED IN FEET. ;) EXISTING ASPEN TREE TO BE REMOVED. 0.4' TRUNK DIAMETER NOTED IN FEET. O O U z a J EXISTING CONTOUR Ll! LIMITS OF 0I5TURBANGE 10 5 O 10 ZO 50 SCALE: 1 " = 10' v Co 0 Iq Co N M 0 rn Co Co N w M M D � U o. o n w a U a M rp — 00 w a O v L U o O O U z a J ai � Ll! rn M N - X O m v O 0 a O cd L. 0 � O CJ o U � m = rn a,o L E >p O .� L 4-J'' amm 4--) - �C -i °° rn DRB Submittal: 21 February 2014 Title: PLANTING PLAN Scale: 10' Sheet: L2 © Ceres Plus, LLC. 2014 C) 70 (�5oQDC7) -d, (4��a'� 4 1 C) o �ooca A5.1 Y) �E-,H cc CQ cc o CQ 0 0CoQC� r o o'� C� II+� m BEDROOM #2 BEDROOM #3 I c\2 Design Review c Staff Approval By Joe Batcheller at 5:31 pm, Mar 19, 2014 TOWN OF VAIL 0 0 27' -9 I/4" 2' -3 3/4 "� 0 I BENCH I I m IN C0 II CC BEDROOM #4 � BEDROOM 01 JR. MASTER KD BUILT IN DRESSER orl %Q RdSLLi -- - - - - -- BEDROOM #6 LL] BUNK ROOM OZ/ ®� u� Aeo.� �I 7t - - - -J 151.14K _ _ M BEDROOM 0� 5) �I EXISTINCs BUNK ROO NEW BEAM TO r r (7UBM BED = _ 'TN BD II�)I GARRY LOAD OVER OVER � d1EEN BED) d1EEN BED) FROM ABOVE II l All Floor plans incorrectly NII scaled 1 % larger than �I II actual conditions. II 89 @= -3' II 14.07 ft Pr Cy) N FIN. FLR. II Q 5' -7 1/2" 2F-21/2" II 1 BENCH A5.2 ru °� fQ D ru Ijz CL W� � 00 W z 2 LH A6.m m � e 2 5.m NEW LOWER LEVEL — 5EDROOM 1 ISR II I j 4 = -� DAT�� 1001 =011 — �1�' =11 NEW 6a <r C��4R�4CxE FOUNDATION cfl cue IT Ln cn 55a SNOWMELTED FLAGSTONE DECK (N) DARK SKY LIGHT FIXTURES PER T.O.V. STANDARDS, TYP. OF 4 (E) OFFICE 12' -1" 3 1/2" � II (N) HEARTH ROOM II 8' -6" SNOWMELTED FLAGSTONE DECK 25' -2 1/2" 5' -2% NEW POWDER ROOM b z a' D P 0 H /4,g (E) BEAT ROOM V-21/2" 421/211 WALL tdARMINt OVENS DRAWER (N) KITCHEN VPN IDIZ!!UEI�i I1NaZE]az!4-4F_ (E) ENTRY ILL - -- 99' -m'1 FIN. FLR. I I 11 ----- r___ (N) DININGx ROOM I 00 FIN. FLR. FF kc REMOVE ( ) DOOR (E) HALL NEW 5T 41R \ DN a UP ) Design Review Staff Approval TO, OF 1LC By Joe Batche/ler at 5:32 pm, Mar 19, 2014 EXPANDED DECK (E) DECK (N) STAIR F.V. LOCATION 13' -II" 1 NEW DOOR A5 2 I I SPA DRESSING (11L (E) NEW DOOR (E) ENTRY P DER RM CL05ET II II a NEWS AIR DN — HANGING — — — NEW LAUNDRY ROOM (E) WINE l (E) REFRIG. FROM — — — — — — — GARAGE (E) LINE OF 35" TALL PLATFORM (E) MECHANICAL .5, cv 1�IEUJ MAIN LEVEL FLOOR PLAN 1 Iii _ _Oil 4 - o c� Lo cQ0� t o d �°O CC) M LO � N O O c) CQ0 O CQ .. .. >E�E CQ CO > N O �, j, U O CQ 0,) w +� O Lo Ocz)Q:..Lo CO z N c NO co 0 co O Q E- w 0 o U 11 0 LH LH LLI LLI LLJ4 U ll JL (� N �4 �rL fQ CID V 0 Q) LU ILL lY z ,0001� 2 � A�o.m LLI � e �r RELOCATED ELECTRICAL PANELS NEW GARAGE FOUNDATION N ILL N .5, cv 1�IEUJ MAIN LEVEL FLOOR PLAN 1 Iii _ _Oil 4 - o c� Lo cQ0� t o d �°O CC) M LO � N O O c) CQ0 O CQ .. .. >E�E CQ CO > N O �, j, U O CQ 0,) w +� O Lo Ocz)Q:..Lo CO z N c NO co 0 co O Q E- w 0 o U 11 0 LH LH LLI LLI LLJ4 U ll JL (� N �4 �rL fQ CID V 0 Q) LU ILL lY z ,0001� 2 � A�o.m LLI � e 3: N ILL N 7 0 Cl ff- ," 0 LO O d' �OO7 w ° pN �'�0OCo m � O ° Q) > co No0 U �OO m o `� LINE OF WALL BELOW oo3C2�Lo QD oo 70 o Q) x R LACE ( ) WIN OWS Design Review E- w WIT NEW D OR Staff Approval � WIND WS IM SIZI Cx. / �� By Joe Batcheller at 5:32 pm, Mar 19, 2014 EPLACE (E) DOOR -�� NDOWS WITH NEW ° WI DOWS SIM SIZING. 0 EM E (E) D CK- H EW NEW O ER ROOF ARCH DECK 2:12 (LOWER ROOF) 111' -8 1/2" F V LINE OF WALL T.O. PAVING BELOW En Ld•• O 111' -9" 'qVFIN. FLR DECK BELOW I — — �.0 0UP FLUE, 1 � 3R �" RE: MECH 1MA5TER 45.2 � CLOSET 110' -0" F iu � N YY �INN�. �FLL 16R ro 3/4" ' DN \\UP 1013' -4 1/2" T.O. SLAB NEW GARAGE 14'WX24'D UP 6" � — m z T.O. SLAB @ 0 W W ' Oil W NEW 5<1 ROOM ; m 2 i U W A6.0 OPEN BETWEEN LU RAILING 8 WALL i � � > Z 4 4 lY CL Q) � (Y A OVE Q) CL p lu luLL z 0 108' -9" • • T.O. SLAB o DIN NEW DARK SK`r' LIGH I r � � FIXTURE PER T.O.V. ABOVE 108'_8" STANDARDS T'T'P. GRATE ELEV. LL � z 2 P3 D Y- g.m 18R -1" ('7�NEUJ UFF F� LEVEL PLOOfR FLAN II j ED ATJ� j I00' - 0 11 = 0 139' - 0 11 �, SCREW THRU SLEEVES INTO PIPE, EA. SIDE OF PL. RI I/2" COPPER "U" FLASHING — DAVINCI SHAKE "MOUNTAIN BLEND" ROOFING 1 /4 "XS "X12" STEEL MOUNTING BASE, 4 HOLES AL IGN EAVES THIS LOCATION W- :12 0 _I A — D.S. HEAT TAPE TYP., 2' -6" STEAL PLATE CONT. I �" M STEEL PIPE SEt EXPANDED MTL MESH W /CONT. CAP - U -BOLT TO PIPE SAWCUT ROOFING SHINGLES d SEAL -CONT WRAP W.P. P KNIFE PLATE - 2' -0" MIN W /AN EXTRA LAYER OF MEMBRANE / 04 \2X12 SOLID BL J -KNIFE PLATE M OF J" PLATE SNOW FENCE DETAIL �S -1:12 Wa �mi D.- . ROOF BELOW Rl NEW RIDGE IIT -6 1/4" M14 TYP. 2:12 STANDING SEAM METAL (LOWER ROOF) T.O.PLATE BRONZE F.V. SLOPES 120' -0" z-T —i-, F-- St I N (4) J" Cp BOLTS (HEAD UP) W/ NUTS AND LOCKWASHERS GYP. BOARD OVER 2X6 FRAMING WITH R -23 BIBS INSULATION 0 ROOF DRAIN -TO TIE INTO M13 NEW FOUNDATION DRAINAGE SYSTEM -HEAT TAPE -1:12 W O_ x:12 Wr T.O.PLATE M1 T TLATE a (E)I RIC 1281'46" W Q I \ 5:12 >u Y 5:12 -1:1 x:12 W- -1:12 N oN oil) WN 71:12 1:12 W 1.12 \ � N ,- W n H� -1-12 W 0 !Y � �a W� Z- M13 NEW DECK BELOW 1' -6" DECK BELOW 2' -6" TYP. .S. O D.S. N it7�0101V1 —P -11 T1 :12 i :12 o Design Review Staff Approval T�� By Joe Batcheller at 5:32 pm, Mar 19, 2014 1� (o .m > LLI <1 LLI V I N Q SHEET NOTES T � IJ N UJ F�CCF FLAN 0 �h I I I •. . O � u- � O 1. REFER TO SHEET 41.0 FOR GENERAL NOTES. Q Q o C° Mt M14 FLOW OF GUTTY M14-7 Z 2. PROVIDE FLASHING AT ALL CHANGES IN ROOF PLANE. c' � CC m Ln DECK 3. VERIFY IN FIELD ALL SNOW FENCE LOCATIONS, a �, tl BELOW LENGTHS AND SPACING. o o c a w o M13 4. ALL FLUES TO EXTEND 2' -0" ABOVE THE NEAREST CID I I I I ROOF POINT WITHIN A 10' -0" RADIUS PER CODE. FLO OF GUTTER 5. ALL T.O. RIDGE ELEVATIONS ARE TO THE TOP OF r Ems-' E- D.S. FINISH PLYWOOD OF THE SUPERINSULATED ROOF - — u i ASSEMBLY. 6, LOCATE ALL ROOF PENETRATIONS AND VENT M13 STACKS ON REAR ROOF UNLESS APPROVED. 0 D.S. O N 1. SYSTEM NOTES: a) � C\2 CO M13 - SNOWGUARD Q) o oo W M14 - COPPER GUTTER 4� -� ,n D.S - COPPER DOWNSPOUT `� o >~ C) E- � pCcC2 cc o ON Q) o ca R1 a a x o -mow 1:12 IMF\ c W- :12 0 _I A — D.S. HEAT TAPE TYP., 2' -6" STEAL PLATE CONT. I �" M STEEL PIPE SEt EXPANDED MTL MESH W /CONT. CAP - U -BOLT TO PIPE SAWCUT ROOFING SHINGLES d SEAL -CONT WRAP W.P. P KNIFE PLATE - 2' -0" MIN W /AN EXTRA LAYER OF MEMBRANE / 04 \2X12 SOLID BL J -KNIFE PLATE M OF J" PLATE SNOW FENCE DETAIL �S -1:12 Wa �mi D.- . ROOF BELOW Rl NEW RIDGE IIT -6 1/4" M14 TYP. 2:12 STANDING SEAM METAL (LOWER ROOF) T.O.PLATE BRONZE F.V. SLOPES 120' -0" z-T —i-, F-- St I N (4) J" Cp BOLTS (HEAD UP) W/ NUTS AND LOCKWASHERS GYP. BOARD OVER 2X6 FRAMING WITH R -23 BIBS INSULATION 0 ROOF DRAIN -TO TIE INTO M13 NEW FOUNDATION DRAINAGE SYSTEM -HEAT TAPE -1:12 W O_ x:12 Wr T.O.PLATE M1 T TLATE a (E)I RIC 1281'46" W Q I \ 5:12 >u Y 5:12 -1:1 x:12 W- -1:12 N oN oil) WN 71:12 1:12 W 1.12 \ � N ,- W n H� -1-12 W 0 !Y � �a W� Z- M13 NEW DECK BELOW 1' -6" DECK BELOW 2' -6" TYP. .S. O D.S. N it7�0101V1 —P -11 T1 :12 i :12 o Design Review Staff Approval T�� By Joe Batcheller at 5:32 pm, Mar 19, 2014 1� (o .m > LLI <1 LLI V I N Q M14 TYP. 2 � Lu � 2 U- N L I c A:: T � IJ N UJ F�CCF FLAN �h I I I •. . O � u- � O Q Q Z M14 TYP. 2 � Lu � 2 U- N L I c A:: T � IJ N UJ F�CCF FLAN �h I I I •. . O oCYD C75 C) U O- 03 m Lo 0 O CD CO ��o co Q > .. .. 1228a'-6-&" R11 ED) CGE 128' -3" O > o -,"t NEW DEVINGI SYNTHETIC o LO SNAKE ROOF - TYP. `~ o o OmQ�n� ENTIRE ROOF � � v � � zj CS O O n a� Q� Q Q Q) Q a ) RIDGE 0 D NEW DARK SKY LIGHT c 118' -(° 1/2" D O FIXTURE PER T.O.V. RIDGE STANDARDS TYP. OF Ili' -6 1/4" I ALL Q I M14 LLMILI ILL Q� I Q I I I Q � II I I I II :1E M L GARAGE FLOOR 109' -�° Ld u� II II � Q _ Design Review \ / :1E — Staff Approval Q Ll By Joe Batcheller at 5:32 pm, Mar 19, 2014 ]L\, 11L] �L- r-- - - - - -_ _ - ----------------------------- Mil M5 M6 M7 MS I W3 I I - r/l I I IGHT WELL 1011-01, M11 - 12 7 M14 �M o ■I��� Aw ■-■■Min] ■I■ `V 1 I14 I I � W1 F- L - r------------------------------------------------------- - - - - -- �� II II II II II II II M5 M6 M7 MS <> 5CUT�4 E L E VAT E O &CALE, 1/4" = P -0" 0 1� r a } 4i 0 O LD � 0 LL Ti 3 R1 R2 ISO LLiLLLLLL M13 MS II LL M14 �C Ll No / M2 �1 M1 Q `� N o W i !� LX QN R1' PORC PATIO 100' _ ro 99' -11 1/2" (SL( i J J W1 � Mil M5 M6 M7 MS I W3 I I - r/l I I IGHT WELL 1011-01, M11 - 12 7 M14 �M o ■I��� Aw ■-■■Min] ■I■ `V 1 I14 I I � W1 F- L - r------------------------------------------------------- - - - - -- �� II II II II II II II M5 M6 M7 MS <> 5CUT�4 E L E VAT E O &CALE, 1/4" = P -0" 0 1� r a } 4i 0 O LD � 0 LL Ti 3 ISO LL �C No Lil Mil M5 M6 M7 MS I W3 I I - r/l I I IGHT WELL 1011-01, M11 - 12 7 M14 �M o ■I��� Aw ■-■■Min] ■I■ `V 1 I14 I I � W1 F- L - r------------------------------------------------------- - - - - -- �� II II II II II II II M5 M6 M7 MS <> 5CUT�4 E L E VAT E O &CALE, 1/4" = P -0" 0 1� r a } 4i 0 O LD � 0 LL Ti 3 z � O 4 LU WALLS. PLAN GHTS. IU �L m m U 7 0 L 0 o k--"f I I I Y---," Y----" = k=-"I=---, --� 1� LL �C Lil �1 0 N N o !� LX z � O 4 LU WALLS. PLAN GHTS. IU �L m m U 7 0 L 0 o k--"f I I I Y---," Y----" = k=-"I=---, --� 1� o ca C�5 C) U I- COmLO w Cy OCD 7D r- O n O,) 9'J C\1 N N N CC) 0 <1 OC\7 M 41 O LCD C) cz) Ln "- O Design Review U 0) p co cc Staff Approval By Joe Batcheller at 5:33 pm, Mar 19, 2014 CQ TOWN OF VAIL c D D� o D D 0 A D � D � � D � D RIDGE RIDGE LL 12 a' -3" 128' -(o'' RIDGE 11 11 IN I IIITII 11111 11 111 LLULILL 1 11 Hill 11 1 11 1 11 Hill 11 Hill 11 11 1 114 12�o' -r✓-" D D D D DD ❑ RIDGE 118' -�0 1/2" RIDGE Wz NEW DEVINCI SYNTHETIC IL SHAKE ROOF - TYP. ENTIRE ROOF II IL M13 L�L LL LL 11 D LL L�DI_l -IL IDLLJ- I�JJJJLW��L1L� 1 1 1 I - -- - - -- - - -- - -- - - - - -- - -------- �- - - - - -- - -- - -- - ---------- - - - - -- - -- - - - - -- - - - - - - - - - - - -- - - - - -- - - - - -- -- - - - - -- CEILING 1101-01, � - - - -- DD - - -- M14 L -]E :1E :1E :1E :1L -1 7L DE :1E I E E L :1E -1 L -- �m ------- - - - - -- - -- -- - - - - -- ------- - - - - -- - - - - - -- ------------- - - - - -- -------------------- ------------ - - - - -- ------------ - - - - -- - ------------ - - - - -- ------------- - - - - -- - ------ - - - - -- LIVING /DINING iz / \ LL, tu :]E: :]E: :]E: 9 �D z Da D D I D o D BEDROOM ---------------------------- - - - - -- I DD jI I II D rf SHEET NOTES: 1. REFER TO SHEET A1.0 FOR GENERAL NOTES. 2. GRADE SHOWN IS SCHEMATIC. REFER TO THE SITE PLAN FOR FURTHER INFORMATION. -------------------------------------------------------- - - - - 3. SEE ROOF PLAN FOR ALL PLATE AND RIDGE HEIGHTS. � - - - - - -- ------------------------------------------------------ - - - - -- 4. SYSTEM NOTES: M13 - SNOUJC -;UARD Q _ M14 - COPPER GUTTER N `� D.S - COPPER DOWNSPOUT D LU 8 LU NEW D D �D ELEVATION D � o D D I_ II = I II �� D DATJ� 100 0 _ a13� _ D ;U�T Z �® n N = 0) 6 _ dr @`o �LL LLi II > II 3 QZ/ 3 3 LU M5 2 M(0 i I A4.1 M-1 MS 12 I > tu M14 iLL I 'I R1 'Lill 11 1111 I LUMLL I, I� W3 M13 M13 W4 �' —� M5 II > MASTER SUITE W4 W4 M6 LU M2 Ml D GARAGE FLOOR M1 M2 1"f1 M14 M3 M2 0 D.S. TO M1 a0 RAN B Q F�4-Q \ Q ® Q Q \ 417 N KITCHEN/FAMILY ROOM m -m' N LIVING ROOM /DINT M2 LIVING /DINING Q) �y Imm' -m" I � M1E, M15 Q) I I / �� A� o o / W3 W3 � OLE M16 i C L Qd / E \ i �w M1� Da o MI-1 BEDROOM \ D D BEDROOM 89 -3 - - - - - -- - -- - -- -- ---------------- - - - - -- - -- - --------------- - - - - -- - - -- -- ----------------------------------- 89 -3 D D II I D W1 SHEET NOTES: Ft J Ds. To I I I LI DRAIN 1. REFER TO SHEET A1.0 FOR GENERAL NOTES. Wl �� 2. REFER TO SHEET ,48.0 FOR WINDOW AND DOOR SCHEDULES. 3. SEE STRUCTURAL DRAWINGS FOR ALL RETAINING WALLS. ----------- - - - - -- ----------- - - - - -- ------------------- - - - - � 4. GRADE SHOWN IS SCHEMATIC. REFER TO THE SITE PLAN -� L- - - - - -- ------------------------------ - - - - -- ----------------- - - - - -- FOR FURTHER INFORMATION.) 5. SEE ROOF PLAN FOR ALL PLATE AND RIDGE HEIGHTS. LU (o. SYSTEM NOTES: M13 - SNOWC;UARD m U M14 - COPPER GUTTER D a� ECG. EQ. D.S - COPPER DOWNSPOUT D (7-yE) NOFRTH ELEVATION D � � 45.1 5C,4LE: 1/4" = 1' -0" 4 � II _ � II EDATU�l 100 _ O = 013 _ o CID Coco 'm -t w 00O'J � .. .. ,-1 E� C v � C\2 cc C) U Om—�p� ti� + O ICJ �O i-LO Design Review o o 0 Staff Approval o F By Joe Batcheller at 5:33 pm, Mar 19, 2014 � o E- 4. CID Q Q � � o U Q � Q � Q � Q Q Q RIDGE RIDGE 128' -6" I-- 128' -3" RIDGE l� 126' -2 1/4" RIDGE NEW DEVINCI 6YNT4 4ETIC SNAKE ROOF - T T f=. ENTIRE ROOF LLLU Q � LH Q Q RIDGE / \ 118' -6 1/2" \ Q SNAKE ROOF - TYf =. ENTIRE ROOF Q MASTER SUITE Q _J �L 111' -9" Q � Q -- L -- - -_ O Q M14 :1E II jLIQ I : :]E\ 7 77711E I —ILIL � N \ nhil Al n F7 I �Q F-L - _ IN ILI I LIVING /DINING ______ _ _ - 1001 -01, —� I � 7 I � �z , \ I I I I �> Q � Q I I I -I � � w Q�---- - - - -J\ — + I i \ - - - �- - -- - - - -- - - -- - -- Q I z \ I I I \ I I I II I \ Q --- --- --- --- ------ ------ ------------------------------------------- - �� - - - - - -- -- - - - -- -- - - - -- - - -r� - - -- ----------------- - - - - -- - I B89E' D-3R.. OOM ------- - - - - ------- - - ------- - - ------------ - \ ------ - - - -- - - ------- - - - - -- -- \ -- -------- - - - - - -- ----- - - - - --- I ------- - - — -- ------ - - - - -J I SHEET NOTES: Q NEW STAIR TO GRADE I I. REFER TO SHEET 41.0 FOR GENERAL NOTES. E F.V. GRADE -# OF TREADS I 2. GRADE 61H0WN IS SCHEMATIC. REFER TO THE SITE PLAN CO FOR FURTHER INFORMATION. I — — — — — — — — — — — — — — — — — I 3. SEE ROOF PLAN FOR ALL PLATE AND RIDGE HEIGHTS. 4. SYSTEM NOTES: Q M13 - SNOWGUARDQ v M14 - COPPER GUTTER C D.S - COPPER DOWNSPOUT w 6 N Q Z NEB (7)EAST ELEVAT ION �Q ��2SGA E: 1i4 = P -O'' QII Q Q) [:)ATU 1001=011 - al3e 1 = 0 II Q q W3 LAUNDRY ALCOVE -- - - - - -- — - ---- - - - - -� I L I 1 TLI �� BEYOND �T ----------- - - -- -- --- - - - - - - - - \ \ Z W3 12 i M15 M13 / F MI6 � II - - - - - -- --- - - - - -- --- - - -I_I M1 -l' -- --------------------- t I W3 R1 ------------------ D.S. TO PERIM. n Lt__11' D RAIN /III\ �— M2 �- \ Ml(o \ - -- - - - - -- -- I - -- - -- - - - - -- - - - - - -- \ II M M2 i M5 12 M(o Ml MS 06 MASTER SUITE M1 M2 �- `V W3 D �-M16 E � II W3 I _ II \\ Ml_l \ I -------------------------------------- ��--------------------- - - - - -- -------- - - - - -- �- -- - - - � ------------------- - - -r�- ----------------------- - - - - -- - ��- - - - - -J \ 7--7 1 II -------- ------------- - - - - --- L---------- LJ-------------- - - - --- w1 \ 1 I I I \ 1 I I I i M14 W4 LIVING /DININCx lmm' -v BEDROOM SKEET NOTES: D -S. TO 1. REFER TO SHEET 41.0 FOR GENERAL NOTES. PERIM. 2. REFER TO SHEET AS.m FOR WINDOW AND DOOR DRAIN SCHEDULES. 3. SEE STRUCTURAL DRAWINGS FOR ALL RETAINING WALLS 4. GRADE SHOWN IS SCHEMATIC. REFER TO THE SITE PLAN FOR FURTHER INFORMATION. S. SEE ROOF PLAN FOR ALL PLATE AND RIDGE HEIGHTS. (o. SYSTEM NOTES: M13 - SNOWGcUARD M14 - COPPER GUTTER D.S - COPPER DOWNSPOUT Q� 0-)� ® Q'0� c� } — Q1 ro o Lu W u u I� > Lfl m 0 N N Q Z3 z Q) } u1 U1 m li m m m a� N SW LLI 7F U 4 \1. �4q 1 3 3 M5 12 M(o Ml MS MASTER SUITE D �-M16 E � II W3 I _ II \\ Ml_l \ I -------------------------------------- ��--------------------- - - - - -- -------- - - - - -- �- -- - - - � ------------------- - - -r�- ----------------------- - - - - -- - ��- - - - - -J \ 7--7 1 II -------- ------------- - - - - --- L---------- LJ-------------- - - - --- w1 \ 1 I I I \ 1 I I I i M14 W4 LIVING /DININCx lmm' -v BEDROOM SKEET NOTES: D -S. TO 1. REFER TO SHEET 41.0 FOR GENERAL NOTES. PERIM. 2. REFER TO SHEET AS.m FOR WINDOW AND DOOR DRAIN SCHEDULES. 3. SEE STRUCTURAL DRAWINGS FOR ALL RETAINING WALLS 4. GRADE SHOWN IS SCHEMATIC. REFER TO THE SITE PLAN FOR FURTHER INFORMATION. S. SEE ROOF PLAN FOR ALL PLATE AND RIDGE HEIGHTS. (o. SYSTEM NOTES: M13 - SNOWGcUARD M14 - COPPER GUTTER D.S - COPPER DOWNSPOUT Q� 0-)� ® Q'0� c� } — Q1 ro o Lu W u u I� > Lfl m 0 N N Q Z3 z Q) } u1 U1 m li m m m a� N SW LLI 7F U 4 \1. �4q 1 3 3 LO 0�0QO m�t U comLo w w O 0 0 0 CID 0 RIDGE m CO 128' -3" co.. .. Q) v E- E- NEW DEVINCI SYNTHETIC SHAKE 8001= - TYP. i 6x6 POST - ENTIRE ROO MATCH (E) 03 � � Q � o o�'t CD Lo O oco QQ0� 12 WOOD PICKETS TO MATCH (E) Q.- ° c'a O � Q) Z FRENCH DOOR i WOOD BOTTOM RAIL TO MATCH (E) i NEW SKI ROOM o 0 o 1 SLOPE I /4 "/FT IN (E) GAR CE) GARAGE AGE NEW GARAGE b GARAGE II LL II � - - -------------------------------------------------------- - - - - -- - I7 -------- verify- w7sruc=----- - - - -i— — — — - - - -J LL- r- ---------------------- L----------------------- - - - - -- I I I T 0 J LH __1 - - - - -- ----------- - - - - 3 �[DETAL � �� � f 2 5U f L ID I NG 5 CT f ON ��J_o 5CALE. I'' P-O'' ASCALE: 1/4" = 1' -0" LLI II RIDGE 1LL 12io' -8" � l� 12 Design Review Staff Approval NEW DEVINCI SYNTHETIC SHAKE ROOF - TYP. TOWN OF VAIL By Joe Batcheller at 5:33 pm, Mar 19, 2014 ENTIRE ROOF N RIDGE `v RIDGE 118 -/0 1/2" 4 111' -/o 1/4" 12 3 (E) M. BEDROOM A60 m to (N) 2:12 SLOPED ROOF M. BEDRM -LEVEL U 111' -9" � u► N II -118" TJI CEILING — Z � � m 111 (N) HEARTH CN) KITCHEN - (N) DINING ROOM Z ROOM INFILL (N) ADDITION AT WAS CE) FAMILY RM. INFILL (N) ADDITION AT (E) COURTYARD (E) COURTYAR I DINING RM /KITCHEN ro II II LLI NEW BEDROOMS (E) BEDRM _ II II V�j II II 7) LOWER LEVEL -BEDRM �_ 3 89' - II ) FU- SECTION AJ-O SC ALE: 1/4" = 1' -0" [D ATUr-1 1001=011 - 013e I = 0 I I 6� l.n O crD V- o� ZC) U c Lo w 1- O U o -1-) 0 C m 0) cD C\2 z .. .. Q E�E- 0 � � U O C\2 r p' +� +� O I - CJ 0coQLo Qo E p U +� Y) r f' O N oO C c'J co 411 �t:r -d �Q O U N N c 2' -5 1 /2'Il 11 1/2" 5' -11 1/2" �\'L 10 1' -1 1/2" O 0 I 8 N 00 � N Vmm ca ll-1 N O w �1l �V O 0 i1� LU LU �Y O Lu (L SHEET NOTES 1. REFER TO SHEET 41.0 FOR GENERAL NOTES. .• J I : I I I I 2. REFER TO SHEET A8.0 FOR WINDOW AND DOOR L J SCHEDULES. 3. SEE STRUCTURAL DRAWINGS FOR ALL RETAINING O WALLS. 10 ' I 4. WINDOWS ARE DIMENSIONED TO CENTERLINES, U.O.N.Y N � � 5 1/2" 5 1/2" L61 N p A50�E I (o. ALL DOOR JAMBS TO BE A MIN, OF I TO ALLOW �r O � LI ; FOR WOOD CASING, U.O.N. ' 14' -3 1/2" m 2' -5 1 /2'Il 11 1/2" 5' -11 1/2" �\'L 10 1' -1 1/2" O - O II z ° ifl A) 3' -2" IT -3 1/2" 7r lr VI cv O O L2 AI I — Jj W 1n 1 0 3�� � • • 1 N Q) N I Q O �1 �v // 1i II O 5 1/2 _J1 i Z4 LL 1' -411 ' II cd 411 I �3 � 002 BEDROOM 4 1111 IIN� /// a 311 N 00 2 O _ N 001 HALL <t 211 = 10031 BATH 4 _ = 1 — — — — — — — — — — — — — — l� N � � I I O � 2 � BED WALL 2 v I 8 N 00 � N Vmm ca ll-1 N O w �1l �V O 0 i1� LU LU �Y O Lu (L SHEET NOTES 1. REFER TO SHEET 41.0 FOR GENERAL NOTES. .• J I : I I I I 2. REFER TO SHEET A8.0 FOR WINDOW AND DOOR L J SCHEDULES. 3. SEE STRUCTURAL DRAWINGS FOR ALL RETAINING O WALLS. 10 ' I 4. WINDOWS ARE DIMENSIONED TO CENTERLINES, U.O.N.Y N � � m GRACE 5. REFER TO SHEET A2.0 FOR GRADING. \ �' p A50�E I (o. ALL DOOR JAMBS TO BE A MIN, OF I TO ALLOW �r � LI ; FOR WOOD CASING, U.O.N. ' II z 3' -2" IT -3 1/2" 7r lr VI O O Q 0 2 ('i---)(E) L0UJfR LEVEL FL00� FLAN Q) O Q 43.0 SCALE. 1/4" = P -O" DATUM: 100' -0" = 813e' -011 �1 O Is i O U D U �d O n �� �oID 54' - 2 11 0 7� 45.1 30' -6" P2 6' -211 ' lo ol 6 /211 10' II 5' -8" 1 9' -10" 9' -10" 5' -211 3' -2 1/2" 2' -11 1/2" �o�co ol UJ Lo, tu O 0 6.0 Ey E- 2 � � N N CV N m ® ® - 90.1PAVING O I tt 1 8 1/2° II -0 tt 11-0" = N CQ co a o� O 8 1/211 — @ Lo "=' +-' o � o �O - o CC) Lo o _ @ FLOOR t0 CE IL ING I r � + o O BOOK SHELVES T.V. ) c" N BUILT -IN _ ® ) O Q) � SEATING dJ III LIVING = 1110 DINING OABOVE cc a 21-011 3 —0 0 L _ cv N 112 1 LIBRARY _ MASONRY m `4 c ' ih T.V. HEARTH W/ GAS 0 O `9 .. LOG SET N `� FIN. FL " FIN. FLR � "� �O I OABOVE � O c•, ;' N 1'_011 S 1/211 1' -3 1/2" 0 - @ 12' -2" 10" 4' -2" 10" 9' -1 1/2" 2' -9 1/211411 51_011 1' -011 31_611 31_811 811 � O O r FLOOR t0 CEILING `9 ICE MAKER I 4 "ON- GRADE" STEPPING BOOK SHELVES cn "� B O STONES N — LU A) ® ® 99'- 111/2" PAVING ® - DN C2) a 611 REF \' DW -// \/1 , N - 00 00 -6 1/2" 9' -0" 1' -� 1/211 O P �1 = = 48" HIGH @ CABINETRY N ( B �9 I 30 II I1 108 KITGI-11 =N LINE OF MASTER BEDROOM ABOVE Jl , > O PATIO �PI +'I 109 G=ALLERY lmu -m�'R VIKING RANG � IH m D �, (2) LLI IV — m cn `' P L INE OF DECK ABOVE _ - P RAISED Ct'R � O O 2' -0' 99'- 111/2" T.O. PAVING 5' -4' 1' -6" 3' -0" 10' -611 _ N O 2 / 2 - m O WINE STORAGE LLI -1 1/2' @ CABINETS 10-1 1 1 =AMILY ROOM \ I I 2 4 W ,n O 100' -�II �P 100' -11 1/2" FIN. FUR = T.O. WALL r/lz/—////U 102'-0" T.O. PAVING 0 —V cal (2) a 611 WOOD FLOOR M 3'- 5 1/2 N 4 102 TRY 1' -6" TILE COUNTER @ O MASONRY HEART P1 W/ GAS LOG SET N 101 011 LR - - � T.V. 1 - D 0 N �o I_ 1 / 1_ 11 K �{1 P4 u ' oo -- II 41 -011 2' -2 1/211 t �11 K/ 2' -6 1/2' �' 6" u C2) } UP IoL, cp r� 2' D 3) 19 AVING 611 = 103 FIA LWA �' N �rl I11 9 — -3" L -1 O = T.O. WALL R 1 � /S" DN 99' -11 1/2" = 102'_011 29 T.O. PAVIN D 4 - - W F OI Ul III ccl _ 1714 FINISH 105 OA � GATGH BASIN � , HEAT (P 100'_611 u (3) SHEET NOTES ST O E A KWAY _ � 1. REFER TO SHEET ,41.0 FOR GENERAL NOTES. 01 stAIR N m 104 Po DER VE p 2. REFER TO SHEET A8.0 FOR WINDOW AND DOOR _ _ 1: SCHEDULES. 0 _5 _ 3. SEE STRUCTURAL DRAWINGS FOR ALL RETAINING O 106 LAUNDRY � 20 r � C \p WALLS. gg' -1" N 4. WINDOWS ARE DIMENSIONED TO GENTERLINES, U.O.N. Fo uP 5. REFER TO SHEET 42.0 FOR GRADING. LIGHT WELL SKI ROOM �P1 6. ALL DOOR JAMBS TO BE A MIN. OF 611 TO ALLOW O 1011 -011 _ FOR WOOD CASING, U.O.N. LJ N � (P � _ LINE OF 35" TALL PL O ) 1„IEGI4ANIGAL N 41 -10" 101' SIV 1 <> �=AT0 LEVEL FL00fR FLAN o 01 1 �0 5.0 6.0 45.2 O 43.1 SCALE: 1/4" = 1' -0" DATUM: 100' -0" = 8139' -0" O Qj � O 2 Pei gg� m N N LINE OF WALL BELOW L IvING F,OOM BELOUJ ' -0 111 t.0. PA' O T O 5' -(o 1/2 ENTfR'' COFEN TO 5ELOUJ �4 N 11: 2060 1 M. BEDROOM ARCH \ (o' -I 3/4" 7 114" N N cv 2 3 1 N 22 FIN. FLR ` 0 r �-o� I2' -2 1/21 N O OPEN BETWEEN RAILING 8 WALL 4' -lm" 1 7m O ABOVE FF 5 1/2" ro r PALL 205 M. BATP 1I � UP UP 1OV -4 1/2" T.O. SLAB UP N /i N /N DN 27 10131 -5 1/2" T.O. SLAB C1 LINE OF WALL BELOW ABOVE O ABOVE 203 I M. 108' -II 1/2" / T.O. SLAB / DECK BELOW FLUE, RE: 1, fu O 9 1/2 202 1 GARACsE 8 T.O. SLAB CONG. PAN W/ TRENCH DRAIN PIPE TO DAl'LIGPT ' 25 26 N OABOVE RATE ELEV cfJ 1 24' -11 1/2" 2 6.m A5.2 2 5.m UP FF ABOVE O F UP 98' -5" PI 1' -9 3/4" 1 DN 18R�7" 5' -lm" I METER AREA I I 1� I I L - - -J 2 m m N 6� u m m r m u N cv N 6� N m 6� N m r r O cc G� ro0 C7) -t U co CSJ Lo 4. CD O CD CD C\2 .. .. > v Q) E� E- C\2 co U �pC\2�p�j w CD Q.) QD 00 ' cc N O Q) Z CQ E- w C Q) o N 03 Lu fv Lu <r e N 4 e � D O � O '5 } iu 0- (L z u I (L SHEET NOTES 1, REFER TO SHEET A1.0 FOR GENERAL NOTES. 2. REFER TO SHEET AS.m FOR WINDOW AND DOOR SCHEDULES. 3. SEE STRUCTURAL DRAWINGS FOR ALL RETAINING WALLS. 4. WINDOWS ARE DIMENSIONED TO CENTERLINES, U.O.N. 5. REFER TO SHEET 42.0 FOR GRADING. (o. ALL DOOR JAMBS TO BE A MIN. OF (o" TO ALLOW L l FOR WOOD CASING, U.O.N. m O � � z � U 7 Q) z 0 o W =FED LEVEL iLCCf;R FLAN DECK M14 BELOW < FLOW OF GUTTER IFI I M13 I II I QN 1:12 lu �vl� 1:12 �r I D. HS. EAL TAPE ql TYP. l II 2 M14 -L - - = FLOW OF GUTTY M14 M13 F- Z w 1 Q X0.0 tt � I oN Rl �� 1:12 1:12 M13 ROOF :::7 BELOW IriE! DECK BELOW T.O.PLA 120' -0" 1U O� U ,r —M13 L� II I I 1:12 ul - 1:12 N O u 1:12 1:,2 111 N 11L1N ACV Om N L RIDGE 128' - (o " M13 1' -6" _2 -(o TYP. M13 DECK BELOW ail T.O.PLATE uj- FF 5:12 \� 5:12 �N I� LL i - 5:12 0m /� \\ Oco 512 IIIN M14 =# M13 III I t.O.PLATE / RI Ld I 120' -4" D.S. D.S. N 9 2 M13 Fil M o c'D M-� �oom� U CC) M 4. .- �� o�oc� > Q) Q) E-� E- �CQ co v � o,'t, Q) oc\z - m 4, �o ��ca o 0cQLo Q0 o 71 o ° ca O al � � 4- E- fl� 0 0 o L11U 1 LLI LLI LLI LLI LLI e e N N o� Q F �� fQ D -40 z 4 �a W SHEET NOTES 1. REFER TO SHEET 41.0 FOR GENERAL NOTES. 2. PROVIDE FLASHING AT ALL CHANGES IN ROOF PLANE. 3. VERIFY IN FIELD ALL SNOW FENCE LOCATIONS, LENGTHS AND SPACING. 4. ALL FLUES TO EXTEND 2' -0'' ABOVE THE NEAREST ROOF POINT WITHIN A 10' -0" RADIUS PER CODE. 5. ALL T.O. RIDGE ELEVATIONS ARE TO THE TOP OF FINISH PLYWOOD OF THE SUPERINSULATED ROOF F— ASSEMBLY. ro. LOCATE ALL ROOF PENETRATIONS AND VENT STACKS ON REAR ROOF UNLESS APPROVED. 1. SYSTEM NOTES: M13 - SNOWGUARD M14 - COPPER GUTTER m D.S - COPPER DOWNSPOUT N �MWA"Ll 6C,ALE: 1/4" = 1' -0" DATUM 100' -0" = a139' -o'' U RIDGE 120' -5' N R2 1:12 o r r 1:12 _p (Y r- 71 �m L�J I I O N L� II I I 1:12 ul - 1:12 N O u 1:12 1:,2 111 N 11L1N ACV Om N L RIDGE 128' - (o " M13 1' -6" _2 -(o TYP. M13 DECK BELOW ail T.O.PLATE uj- FF 5:12 \� 5:12 �N I� LL i - 5:12 0m /� \\ Oco 512 IIIN M14 =# M13 III I t.O.PLATE / RI Ld I 120' -4" D.S. D.S. N 9 2 M13 Fil M o c'D M-� �oom� U CC) M 4. .- �� o�oc� > Q) Q) E-� E- �CQ co v � o,'t, Q) oc\z - m 4, �o ��ca o 0cQLo Q0 o 71 o ° ca O al � � 4- E- fl� 0 0 o L11U 1 LLI LLI LLI LLI LLI e e N N o� Q F �� fQ D -40 z 4 �a W SHEET NOTES 1. REFER TO SHEET 41.0 FOR GENERAL NOTES. 2. PROVIDE FLASHING AT ALL CHANGES IN ROOF PLANE. 3. VERIFY IN FIELD ALL SNOW FENCE LOCATIONS, LENGTHS AND SPACING. 4. ALL FLUES TO EXTEND 2' -0'' ABOVE THE NEAREST ROOF POINT WITHIN A 10' -0" RADIUS PER CODE. 5. ALL T.O. RIDGE ELEVATIONS ARE TO THE TOP OF FINISH PLYWOOD OF THE SUPERINSULATED ROOF F— ASSEMBLY. ro. LOCATE ALL ROOF PENETRATIONS AND VENT STACKS ON REAR ROOF UNLESS APPROVED. 1. SYSTEM NOTES: M13 - SNOWGUARD M14 - COPPER GUTTER m D.S - COPPER DOWNSPOUT N �MWA"Ll 6C,ALE: 1/4" = 1' -0" DATUM 100' -0" = a139' -o'' U �9 =3 o :-,� UPPER LEVEL FLOOR PLAN 1 II _ li_/T II 8 SL/ r------ - - - - -- -- - -� - -- I I I I I I I I I I I I I L----------------------- - - - - -J - - 145 SQ.1 =T. - 100% BURIED 251 SQFT. - 100% EXPOSED 1 (MIv ftU�lll�c M I'� 44 4 U wr�rr� Cam) rj ?.16 r IV ,V VV EP FINY Y R W FF i WrL' - y♦ ,Y Yr r YVI � ' Mme, 1 1 it ti V; i 7 17 N Ire jf r i7i, ;r. firl 2111 6Q.1=T. - TOTAL LOUDER LEVEL 139-1 5Q.1=T. - BURIED / 1314 5Q.1 =T. - EXPOSED (52% BURIED - LOUDER LEVEL REDUCTION) PROPOSED NEW TOTAL >= vlctlwl� rs�nr�n�cn --CD A= AMA WTTWW T * TOTAL 5354 SQFT, GRFA ALLOWED rowru of va IL --------------------- - - - - -- 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 ------- 1------------- J----- 1------------ 1---------------------------------- - - - - -- _ 1033 SQFT. - 100% EXPOSED — — — 1201 2993 1160 5354 Design Review Staff Approval By Joe Batcheller at 5:28 pm, Mar 19, 2014 ------------ I------------------ - - - - -- ------- 7------ T-------------- r-------------- - - - - -- -- 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 L------------1------------------------1-------1------1--------------L-------------------- 1252 SOFT_ - 100% BURIED LOWER LEVEL WALL SU RFACES FOR REDUCTION CALCULATIONS I � I � lEl ENTF li I � I � I � r-------------------- - - - - -y r------------------------ MA IN LEVEL FLOOR PLAN - -- --------------- - - - --I i I I I I I I I I I I I I I I L- -- ---- - -- - - -- L------------- --I—IJ II I I II I I II I I II II II II II I I II II II I I II I I r---------------------------------------------------- I II II I I I I Li LOWER LEVEL FLOOR PLAN 1 II _ 11 -/7L II 14 - - - -� 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 II II I I I I II II I I I I II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II Ir ----------------- - - - - - � II II m \s. t— U OL TL m CV vI 0 Q) cn LOCO U a�o0CD0 N �L) F- 0 rn O) cr) Q E ED U .--I y 00 Cat O O CV -1 0) �w r O o 0 00 P .c co � 0 N O � O � � b Rl O Yv cd E-4 r=r 00 Pq IoW o v e e 6 4j D LLIr ]z O LLI U LH U Q Lu m m r, CV , Q Q m� N � m � C1 d 0 Q 0 u- W T- s �f O U N a -F' Z LOWER LEVEL 1165 SQFT_ (5290 BURIED) 841 SQFT_ 134 PROPOSED (5290 BURIED) 352 SQFT. 1,199 SQFT. MAIN LEVEL 2269 SQFT. 130 SQFT. 2,999 SQFT. UPPER LEVEL 1420-600 820 SQFT. NEW GARAGE 336 SQFT. 1,156 SQFT. 3 U TOTAL 3901 SOFT. 1418 SQFT. 5354 SQFT. TOTAL 5354 SQFT, GRFA ALLOWED rowru of va IL --------------------- - - - - -- 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 ------- 1------------- J----- 1------------ 1---------------------------------- - - - - -- _ 1033 SQFT. - 100% EXPOSED — — — 1201 2993 1160 5354 Design Review Staff Approval By Joe Batcheller at 5:28 pm, Mar 19, 2014 ------------ I------------------ - - - - -- ------- 7------ T-------------- r-------------- - - - - -- -- 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 L------------1------------------------1-------1------1--------------L-------------------- 1252 SOFT_ - 100% BURIED LOWER LEVEL WALL SU RFACES FOR REDUCTION CALCULATIONS I � I � lEl ENTF li I � I � I � r-------------------- - - - - -y r------------------------ MA IN LEVEL FLOOR PLAN - -- --------------- - - - --I i I I I I I I I I I I I I I I L- -- ---- - -- - - -- L------------- --I—IJ II I I II I I II I I II II II II II I I II II II I I II I I r---------------------------------------------------- I II II I I I I Li LOWER LEVEL FLOOR PLAN 1 II _ 11 -/7L II 14 - - - -� 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 II II I I I I II II I I I I II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II Ir ----------------- - - - - - � II II m \s. t— U OL TL m CV vI 0 Q) cn LOCO U a�o0CD0 N �L) F- 0 rn O) cr) Q E ED U .--I y 00 Cat O O CV -1 0) �w r O o 0 00 P .c co � 0 N O � O � � b Rl O Yv cd E-4 r=r 00 Pq IoW o v e e 6 4j D LLIr ]z O LLI U LH U Q Lu m m r, CV , Q Q m� N � m � C1 d 0 Q 0 u- W T- s �f O U N a -F' Z � 9 Q7 3 U