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B17-0214 plans approved.pdf
le) 2 1 A13 Ae. 51'-cl" ±F.V. • / . I 3'-(4"±F.V. 1 3(41-1" fy-ir / / - GENERAL NOTES I The Contractor is to visit the site, familiarize himself with all new work and verify existing conditions I . , . and systems, including utility locations, hookups and stubs, required ventilation, relocated heating 1 r elements and equipment, electrical and plumbing locations and equipment, etc., and determine adaptability to new work. All work to be performed in accordance with all applicable codes and . regulations. L_____EXISTING HOUSE ABOVE I The Contractor shall remove from the site and dispose of all demolition materials, debris and rubbish as soon as practicable. Protect all existing areas from the new work and repair all damaged work that is to remain. The building and grounds shall be kept clean at all times. Structural Engineering design services by a certified Structural Engineer shall be required for a Town of Vail building permit. The preparation, implementation and coordination of the structural design and construction documents shall be the responsibility of the Owner or Others selected and/or approved by the Owner. , Topographical information was taken from a partial site survey by Inter-Mountain Engineering dated 11-15-16, Project Number 15-0095 provided by the Owner. Certain assumptions were made that tzl 5. relate to existing grade elevations, final finish grade at the exterior walls, foundation top-of-walls, it garage door, parking area, etc. These are to be field verified. , v ‘ ,•• ,s. t , '"*‘V"° •": , '- Do not scale drawings to determine dimensions. Field verify all site dimensions and conditions. Horizontal dimensions to existing walls are to the face of the existing wall sheathing material, unless i'\ t' -V, P E .\ 10 b otherwise noted. Vertical dimensions to existing floor or roof structures are to the face of the existing structural members, unless otherwise noted. Dimensions to new materials or construction are to the ,', - . v„ 1 A VIP face of the new structural members, not to the face of sheathing, unless otherwise noted. ,1 / Dimensions followed by a +, "Verify" or"Field Verify" can vary slightly to accommodate field I_ - --1 . conditions. - The Contractor and Subcontractors shall perform all work in accordance with all applicable codes, / I 1 FIELD VERIFY LOCATION 1 OF FOUNDATION NALL ordinances, standards and regulations in effect within 30 days prior to commencement of the work. / . IAIHEN EXISTING CHIMNEY This includes the 2015 Edition of the International Residential Code along with Town of Vail .,, J., I FOUNDATION IS VISIBLE modifications to that code, as well as state and local codes. In case of conflict between regulations, I: the most stringent shall apply. ,, 3 1/2" tiltI1.41Vifi4PiltiVAZ214 FRONT HALL OF ', EXISTING HOUSE 4'4' i; - 01' EXISTING HOUSE ,, 7UND;TION1s1A;Liif All work shall be constructed in a workmanlike manner including plumb, level, proper fit, true to line, N and shall be of first class quality. If the plans, site conditions, or existing building conditions prohibit ‘ N 5.400 ‘0,74410"14NSWIAW. c,,,iD'i ,Ntr4NvenkiNte3071,1 ,. Tici?Et ont .;;• toot'ojVaPfttNitZeiVRSPt1;tt,tVMK4/enitalcgaMT' Kr STORA6E fip: first class satisfactory work and/or limit warranty or performance of the work, or should discrepancies within the construction documents compromise quality of the work; the Contractor or Subcontractor kftttt ttv, t.tt • shall immediately notify the Owner to resolve the issue prior to proceeding with the work. vv.,Q S" NALL LEDGE ,,,,, 41 * MO izZ .,11.:\IN.6 t tir,d .,eP :4 All interior finishes, materials, detailing, fixtures, appliances, equipment, elevator equipment, etc., Ogg tt 1 d FUR OUT AND INSULATE \ tt4, ' / ---/- '' including material and performance specifications, as selected and/or approved by the Owner. These ---em P',,,' I CONCRETE MALL, TIP ,,,t4 a, t.`.,'•,.‘• LC ° - ' - --el' — --\-- FID i . --• ,.. include, but are not limited to, floor finishes, doors, hardware, trim, stairway handrails, closet systems / 4_RkviZiftd. :74 and shelving, fireplace modifications, built-in furnishings, cabinetry, appliances, plumbing fixtures, tt bathroom accessories, lighting fixtures and trim, elevator finishes, sound and security systems. gig - /c; k , - MEC.149-- i ii ...addlleal ' . ............ • • Ark Provide blocking as required for proper installation of these items. .,. f!01: }, i itZIF .4.. fillIllIlll I VIA ri / i , 1 *-21 iummi IF, r4 7.,..6. :::' 5 IV - 12'-4 1/2"-.\-- ...../., • Mechanical, electrical, plumbing, ventilation and elevator systems design shall be the responsibility of beeP, 0 t• ..g. 0 the General Contractor or required subcontractor and as approved by the Owner. Equipment layout pi 511.73Mtri277.. "•7 _RA:ILANILD design by General Contractor or required subcontractor, subject to review by the Owner. Elevator to ill ki Pijki / 1 ',„e*- 3 1/2*plmnimIIIMMIIIIIIIIIIMMIMI li'-:3 1/2* I is •j; 0 ‘, 1111111 , ; >i u.. be installed per the plans and specifications as provided by the manufacturer of the elevator. 1 UP44 t. -t T.O.MGH SLAB 1Ct- - cog 1 ' UP L1 7, 71:1 .6, log Of NZ iglis .NS,..........N. FIAND I toN EL.-F:113.0' lid, t The Architect assumes no responsibility for errors, omissions and applicable code requirements of ; g" ,0,0,1- 23'-5 1/2" 1T-10" RAIL I consultants. The Architect assumes no responsibility for utility coordination, care of adjacenteN r,,,a, .1 RA. ILING5 1/21 9 Tv z !;, properties, performance specifications and the components of construction safety; nor for the --IRAILIN6 r- .T.2ma ( ® t15 1/2" I D • Contractor's failure to carry out the work in accordance with the Construction Documents. •v„.III ELECTRICAL A4'. • FD TIALO GAR 46 FD ' '4- q1. .,, r- it4 PANEL GARAGE I u', Tel 1255' The investigation of hazardous materials is beyond the scope of these Architectural Serwices. The .. • 14 ELECTRIC _t. -.9 I 0 I I Owner shall be responsible for all existing hazards on the property; and for the discovery, presence, v. ;:k. eN - ME i t•t Y DECK ABOVE I I handling, removal or disposal of or exposure of persons to hazardous materials, waste or substances vv....: dI I. in any form on the property, including, but not limited to, asbestos, asbestos products, etc. , . • Ownership and possession of the original Architectural drawings shall remain that of the Architect. / i to 0 "904 tic; R.O. I I • • I These drawings are not to be used on other projects except on agreement in writing and with 'i /0 b . appropriate compensation to the Architect. . 1 ....r ,e) I /0 ' T.O.6ARA&E SLAB (-:\ I 0 ' I , g. 4° EL.l<110.01 iu . Virri - I . 'I D D.7.4.1,txw3ilehet.L., ju —.1- IL 0 0 0 0 • 0 0 ; • eZ,i I • I I • REVIEWED FOR ',00IF . COMPL1AN' E/„. EXTERIOR151sTAIRNAY CBy0:de: mr,,namprel\ A Date: 251-0" 1-11-101 ,11:11:5,, SARA6E ADDITION ADDITION • AI Arli AIM Mk IV AS AS NV 1 1 LEVEL ONE PLAN 1/4" = 1'-0" I a) PLAN LE6ENI, NORTH 0' 1' 2' 4' 8' arbliV,n °f \zfa,i10! COL , -4.1.4witwoz-z4 NEIN IAIALLS 0 co KA4, 14 -r1 EXISTING WALL TO REMAIN ... , / * ., • of 4.• ' 1-- . * CONSTRUCTION NOTE GENERAL FLOOR PLAN NOTE Interior detailing, finishes and materials, including material and DO NOT SCALE DRAWINGS! Field verify all site dimensions and performance specifications, as selected and/or approved by the Owner. conditions. Dimensions to exsting materials are to the finished or These include, but are not limited to, floor finishes, doors, hardware, trim, exposed face unless otherwise noted. Dimensions to new materials or Kathy Langenwalter Architect PERMIT stairway handrails, closet systems and shelving, fireplace modifications, construction are to the face of new structural member unless otherwise Armour Residence built-in furnishings, cabinetry, appliances, plumbing fixtures, bathroom noted. Dimensions followed by a -iv "Verify" or "Field Verify" can vary 2586 Arosa Drive Vail, Colorado 81657 accessories, light fixtures and trim, and sound and security systems. slightly to accommodate field conditions. Renovation & Addition Tele 970-476-4565 plarchvail@gmailcorn dte1/2017 . Provide blocking as required for proper installation of these items. Sound In the event of questions regarding the work or discrepancies in the Vail Ridge, Block D, Lot 5 project insulate floor systems and interior walls as determined by the Owner. drawings, notify Architects immediately. Do not proceed with work until all A2 such questions and/or discrepancies have been fully resolved. 2668 Arosa Drivedrawn Vail, Colorado all111.1 sheet 2 of 10 e 2 1 Ab Aet 5I'-q" ±F.V. I )1 • 3'4' ±FY. 31'-1" 61-11" I EXISTING LEVEL DV - I t EXTERIOR STAIRWAY I • c Ode. (1:1 '00 I / 00 .t* ALE LING POST / 4" CONCRETE SLAB iN/HYDRONIC APT. EXISTING APT. EXISTIN6 AF'T. EXISTINe , DEPROOM KITCHEN DINING GBRAI .--0-- SNOIAlMELT SYSTEM - INSTALL PER MANUFACTURER SPECIFICATIONS (----------c ° , La. EXTRUDED EDGE METAL EXTENSION 1/\ /\ - DO NOT FASTEN DRAINAGE COMPOSITE SLOPE 1/5" PER FOOT MIN MEMBRANE THRU HORIZONTAL fr 1 1 ii , WATERPROOF MEMBRANE k • cv Z1 DECK SHEATHING RE: STRUCTURAL IN \ < z3 < DEGK FRAMING. RE: STRUCTURAL \\N 3T-13" Ad 4 4 • ,.- , War • - FASTENERS 0 12" 0.G. PRE-DR.ILL , 6 < R-4q SPRAYED ON FOAM INSULATION ----Ti— $ . . , AND EMBED IN SEALANT / / / 'ler i . Nir / / wr. lir r17"" / / 40 AEXISTING FT. --...„....„ I >7: 11.. I :1,'''"I'MWPfier're ik-i,"0:44740:4145V-4-•,C, u_ 44 tlt- 0 4..... MASTER r? „,,A, PT. EXISTING 1,..IVIN6 . 4., :4- ro CI1 •\,) /if \ \\ I 1z4,1...,...„..„40, ,.„ 4.44......,,,04,5,.:r. ,,;t , :1* 41-5 I/2"±F.V. I ..2t- =1. \,Il :--,,,,4,4i,re, -qrst.,,% Orl•sy•t WO erif4,''Jr- -4,94401.4,t1U41/4-,AP"'*gpv-4,,m,....katott,74, C4 43- / 'Al44:%-4.''*"AVA.4-..41-0,0,V t';°%,•V- ("4 44- 1/5" MIN SHIM SPACE Kr4L,M42:01,:4,;,e,,i'MigeltVir' ts:: 3 1/2" 3 1/2' <6. 4 EXISTING 2ND LEVEL FOR DRAINAGE i*:.4., -,Lts444., ,zfe-,, /.4-472torox,„4.poo . I.Je # 4' / • •'xiii;::** *:;,-i-f0 44,041,1,;AT ;,- >: " 11 NALL TO BE EL.1422.53'F.V. I 6TORA6E i u.. \\ / :iv:t1V0 .7:4744: ,'4.A3,,4,7*:-Att 7 '74, a: 7-REMOVED DECK'NG SHEET METAL FLASHING i \ ' -el..,s.,1,- .--.A.-:*,44,,e' 4,4.A.,,,,, -il'i •o.1 1 I'..4. 1,'*1,...40.,,,2:'-''' II'44,IIII,'",.';',Nttrec--.,r i't,i i vvv.,,,, ,,, ,-4, , .,,,."4,-,, ,4,-,..„.., ,/--"..t., olik T.O. WALL 0 MEGH/STOELGE Ln -1174 ,Siffe,"41 — lk I I H I E..h.h.g. , ‘II"I"atea. '4t ''I'''''-•-44:-- -* 1 1 s , m FeWILSWSZAZ.. AO,V. 5/4 MIRATEC FASGIA —0.- , 1111111111.11111 — -:---' ifWgM \f` EL. -1q21'-1 3/S' C7121.119 ± FV. rn 1 7 0 1 . INARATELLP , MATCH TeX1 STING° rAtsm;z11"y. 411110 '' ONE HOUR 0 RAISE FLOOR ST . IR — ,4 SOFFIT / .------ :*1 (SEE NOTE) ' N .74 'LL _ A ,., FIRE 0 LEVEL AS 4 ° SLOPE> — :3- tf) RAIL DECK! Ow. I d HAND • r, 4,.. 0 0 7,7,1 , - t/ I 5/6' DRYIA1ALL ON VAPOR E3ARRIER ..i:k 4. . OI ' Q. L -1 TILE 7,4 T 04 a \j.-/ 41 .Q. 11 ''''.. B-rtrEH „ _ 4 ar4Ax, m+7,77,6':TV ''$. •k u: k;lir ' i li 1 5/f3" MIN THICKNESS STUCCO '...j N4R4viziov" p "1 DECK ABOVE I :t \ 5/a" HIGH DENSITY' BATT rr) ":1 ... I `--.., 1 , _ . _ r.. -.. .14 r 1 T-- RAIL INSULATIOWVAPOR BARRIER 0 / 1 silTOP CAP : 4e NALL SHEATHING RE: STRUCTURAL .."1 '11 UP IAI1TH BUILDING WRAP ,.. i /----- :.,1 7 IMF /I) 0 '11 VIIF a, ;4-tr 0 I CONG. 111111111111 : VI i '- KNEE IAIALL 4. '9 E ' PECK ;I Mall I " V-6" / •.1) c' IO'-IO 1/2` IP=,......mrss-a•-sr.z.mal • t* I/2" RAILING . 1,1 Lk _ • , TN k',.,4*.or ..'.1%•VM777:4745A _sc._. IIIIIIIIIII Q k I SLOPE TO I 11111.111111 in c4 3L:: : ,S T.O.PLYHOOD L 41-0 I/2° . 4'-4'± 1'4, FRONT 11111111111111111111111111111111:,-;4.",,:Z.= :::',' 1:4 7? ii ,1 1 1.1.1111111111111111111e, Tz) OFFICE c47 EL.1422-4 I/2'F.V. --1' ON $ • I CARPET T- (14122.3159 i PER ELEV 1-) , '-'1- • ,./%5 1/2" 13-10 I/2" ------ MAN)FAGT 5 I/2" 74) STAR IT7 z 4 3 1/2" 4'-11" /..._ 4'/5 I/2" SLOPE (-3 DECKING 2 DETAIL @ FRONT DECK 3" = l'-0" 7.1 %, 0 1 ENTRY' 1 DECKING TO ;I TILE I Qi....) 1 I MATCH EDGE ,,,,,,01 ............,_..... OF CONCRETE ,. ''..t • r% Ists'.. .. Ysi.151X•,"t) .I..7....,.. 'v..i.,:...Yrzre \ in NOTE: I 0 I I 0 i I I RAILING I COORDINATE TOP OF WALL WITH SLOPING STRUCTURAL I Ci) 11 ro fnr 0. 7.:', I . • • FLOOR FRAMING, WATERPROOF DECK, COMPOSITE DEPTH 3'-4 1/2' I 5'-0" -1" 11-5" ,1- 5'-O' .)( 3'-‘1 1/2" / • 7 AND CODE COMPLIANT ENTRY DOOR THRESHOLD IRD, R.O. TOLERANCES. 25--0* I •I' 11'-6 1/2" • ILI" , 2L . I 5'--1 I/2' / ADDITION I • 11-2 1/2" I SLOPE CONCRETE DECK TO DRAIN AWAY FROM BUILDING 42-6 1/2" „ I I EXTERIOR S /NY WALLS AND TOWARD THE SOUTH EDGE OF DECK, TYP. I I I . • TARA L BUILDING E3ELOIAI j I 1-- . I ROOF EDGE BELOW . I • I I • ow n of Vail • I REVIEWED FOR C I"RE • DIDMPLIANCE . • Date:, te _ _ . AI Irk ilk link IV Ae, A ' IlZ, Code: _ 1 1 LEVEL TWO PLAN 1/4" = 1"-0" • NORTH 0' 1 2' 4' 8' lija Of COL0 . 4•:Ce's , 0 ELAN LEND o co f * .001400.9",.01.: ,Aok 01 A .0 I..* 4.0%-Ini., NEW WALLS "AO f ,0000( cj i i Igo& elf <,,,e4vr CONSTRUCTION NOTE GENERAL FLOOR PLAN NOTE EXISTING NALL TO REMAIN . +601131Nor 0\ . Mk Interior detailing, finishes and materials, including material and DO NOT SCALE DRAWINGS! Field verify all site dimensions and /////// Y// ONE/,,7/4 ONE HOUR FIRE RATED WALL performance specifications, as selected and/or approved by the Owner. conditions. Dimensions to exsting materials are to the finished or These include, but are not limited to, floor finishes, doors, hardware, trim, exposed face unless otherwise noted. Dimensions to new materials orNALL TO BE REMOVED • Kathy Langenwalter Architect stairway handrails, closet systems and shelving, fireplace modifications, construction are to the face of new structural member unless otherwise Armour Residence datePERM6/1:2017 built-in furnishings, cabinetry, appliances, plumbing fixtures, bathroom noted. Dimensions followed by a ±, "Verify" or "Field Verify" can vary 2586 Arosa Drive Vail, Colorado 81657 • • accessories, light fixtures and trim, and sound and security systems. slightly to accommodate field conditions. Renovation & Addition Tele 970-476-4585 plarohvail@gmail.com Provide blocking as required for proper installation of these items. Sound In the event of questions regarding the work or discrepancies in the Vail Ridge, Block D, Lot 5 project insulate floor systems and interior walls as determined by the Owner, drawings, notify Architects Immediately. Do not proceed with work until all A3 such questions and/or discrepancies have been fully resolved. 2668 Arosa Drive drawn Vail, Colorado .IIIIIIIIIIIIIII sheet 3 of 10 ---- ---ExisTit4.4,.6,, ...51 ExIST11416 allio.i 0 /01‘1111 . IV At) A5 t I 4LI"±F.V. GV-3' / 7\ci 0EXIST011,1638511-1±TIEK. - 4"/ I 4" DOOR SCHEDULE i I -- --- isium 1 -1--- NO. SIZE/THKNS. MATERIAL HARDWARE ROOM REMARKS .... 0 )' 0 ' I 1. 308011 3/4? Metal Clad Entry Garage \\-...,____ 2. 18080 Insulated Operator Garage Insulated Garage Door IN, V 3. 3080/1 3/4? Metal Clad Entry Garage 0 a 41, 4. 3068/1 3/4? Wood/SC Passage Garage Door to Elevator EXISTING * 1:71N1146 5. 3068/1 3/4? Metal Clad Entry Garage XI Ti SCTH El N ri 6. 3068/1 3/4? Metal Clad Office Lock Under Stair Storage 3; iu ° o IT BE1PROOM d c) 7. 3068/1 3/4? Metal Clad Office Lock Stair Landing Storage ..._ N ." 4,..„ cia u-r 8. 2868/1 3/4? Metal Clad Office Lock Upper Stair Storage /\ ( (LI c'e, 9. 3068/1 3/4? Metal Clad Entry Apartment Entry Entry Door with Light per Owner 0 10. 2868/1 3/8? Wood/SC Passage Apartment Storage 1 1. 5668/1 3/4?' Wood/SC Entry Entry Door with Sidelight per Owner cl 6 12. 3068/1 3/4? Wood/SC Passage Entry Door to Elevator 13. 2868/1 3/8? Wood/SC Privacy Office o ink 14. 24**/1 3/8? Wood/SC Passage Under Landing Storage Field Verify Height .E1 \ ---.. 3T8" Ig7 , 15. 2468/1 3/8? Wood/SC Barn Door Office Wall Mount Barn Door _i / ! 1.- 4> •••••...„,,,,,.. • , 16. 2268 Glass Pulls Office Shower Glass Shower Door 17. 3068/1 3/4? Wood/SC Passage Hall Door to Elevator u.. lt,smt,,..,,:-weLl'C:/.... +I :2 < IIITNALA°SI3:EVE: EXISTING I >: 1,-IVING +. 18. 2868/1 3/8? Wood/SC Pocket Passage Mudroom Pocket Door 4- ii,,, EXISTING 3RD LEVEL 1" M • 19. 2868/1 3/8? Wood/SC Pocket Passage Laundry Pocket Door IT (.1 ALIGN ELEVATOR - -1 - - - - '•i- 20. 2868/1 3/8? Wood/SC Pocket Passage Laundry Pocket Door STRUCTURE - K _1 FIELD VERIFY WALL TO BE RELOCATED EXISTING .. 0 _1 ILI 03 21. 2468 Glass Pulls Master Bath Shower Glass Shower Door ..1, >: WARCHITEGT 4La1/2" REMOVED INII\IDOIN TO ALIGN NITH 1 ILI CO ILI lD 0 Li.: ININDOIN BELOIN fll 22. 2468/1 3/8? Wood/SC Barn Door Master Bath Wall Mount Barn Door ,...\ FROM HALL , 0 z iu • . + + • li. 23. 3068 Metal Clad Patio Deck Storefront Patio Door per Owner fit RD/SH . 1 - to 0 - - 1 „ 7r* I-2' 0 0 2 R 24. 3068/1 3/4? Wood/SC Passage Mechanical Fire-rated, Self Closure per Code "i,4' 5 I/2"0 5L3m ; V2' 5-4* , 3"-.6" 1*.' 51-4 I/2" 3"-q" V2" / / ,I' , -7 tfl * Field Verify Entry Door and Sidelight Total Width. --II STAIRSI 3 I/2" N I' 1/21" 1 I ''..') 'z 0 ' 1 N f:4 CLOSET HOOD CONFIGURATION AS 6 Q. --\- = HALL PER OWNER ''' to TILE (i) 1 , ,1 CO RAILING - li VAreAr 1 73 • -1 OLOSET EI. ) PI 4, 0 Ark ,,, . CARPET 1 E oril - 7 -r • To ti-. RAILING-0- \ plap.4 1 74. x AIL WEATHER SHIELD VISIONS 3500 WINDOW SCHEDULE (WHITE, LOW E GLASS) IV P.M - TILE ;6 %,.... cxypizammannzw.malr..".., , 4 m.:1=Trawzoor.o. OP0 STA I RHAY IV y E (.0 fo, 4-3 ROOF NO. UNIT# TYPE R. 0. WxH R.O. HT. REMARKS '.-,' 6: 0 ,1 op 0 GAE3,T 4,:i p...z,,,,qxcri.syt-62,nortIsmr,,ww--- am•ri 4.. I IN" bMINNITZIEnalati i in-= cv w AL T.O.FLY140013 ig I Zo 1. 4016 Casement Transom 4'-0" x 1 -6" Field Verify Fixed Glass above Garage Door 1,0 1 11" EL,HATCH EXISTING hm,,,L ,_ ID CI) - ---- '3" 2. 4016 Casement Transom 4'-0" x 1'-6" Field Verify Fixed Glass above Garage Door ., limy A ___________ MASTER 1.-AlitstPRY mut> il 3. 4016 Casement Transom 4'-0" x 1'-6" Field Verify Fixed Glass above Garage Door P 0 BATHROOM TILE 7---\ TILE ici4. 51 -3- Y-2) hi ... 4. 4016 Casement Transom 4i _'-0" x 1'-6" Field Verify Fixed Glass above Garage Door u) ifi ti irTILE 1ENTRY p„1,-1 (Alik I , i 2ND LEVEL 5. 2046 Double Hung T-0"x 4'-6" 8'-0 1/2" . :: II - 61 ROOF :t ,i- I DECK BELOIN Mr 1 i 17 L Ai RD/SH Illio I 6. 6026 Single-Slider 6'-0"x 2'-6" 6'-10" ... it";,i'.14:1Ar,,,,,V6b:,7 -. .:`-' 1,EM lir, .--"*" 14,u.A.,..A."z,:''.;,,,I.M.7.. 7. 6040 ± Existing Slider Field Verify Existing Replace Existing Window with South WallI (-4 In CD 10 RAILING 1 Window, Lower Sill Height as Required I Ln I ROOF EDGE ABOVE . 8. 2036 Double Hung 2'-0" x 3'-6" Match Existing 1,i I ; 6 9. 5036 Single-Slider -0" x 3'-6" Match Existing Egress Window 4k-o / j n < T-35 I / / I V-01/2" I 10. 5036 Single-Slider 5'-0" x 31-6" Match Existing Egress Window 51/2' 31/2' 51/2' I I 51/2' 51/20 • ' T-31/2' l'-b" T-5' l'-611 • 1'-3 1/2# * 11. 5036 Single-Slider 5'-O" x 3'-6" Match Existing ,i ,i / RD. RD. 12. 2636 Double Hung Picture 2'-6" x 3'-6" Match Existing Fixed Glass at Exterior Stairway I I 13. 2636 Double Hung Picture 2'-6" x 3'-6" Match Existing Fixed Glass at Exterior Stairway - I ' L BUILDING BELOIN I 14. 2650 Double Hung Picture 2'-6" x 5'-‘0" Field Verify Fixed Glass at Exterior Stairway [ -I 15. 6040 ± Existing Slider Field Verify Existing Replace Existing Window with South Wall ROOF EDGE BELOIAI I I . Window, Lower Sill Height as Required I I 16. 2036 Double Hung 2t-0" x 3'-6" Match Existing 251--0" ,1` IT-10" *I rOIAIT I\of \1811; 17. 2036 Double Hung 2'-O" x 3'-6" Match Existing ADDITION ` -II' 9 E v I EWE) FOR CO_Dif; 18. 1636 Double Hung 1'-6" x 3'-6" Match Existing 42-147" 19. 1636 Double Hung 1'-6"x 3'-6" Match Existing Anii ADDITION AMA& EXTERIOR 5TAIRIIAY 20. 1636 Double Hung 1 -6" x 3'-6" Match Existing WI xe, Al3 IMF By:0, , 2_,_ ... , 21. 8040 ± Existing Slider Field Verify Extend Existing Existing Window to Move East, Align with Code c e' Window Below, Adjust Header as Required 1 I LEVEL THREE PLAN 1/4" = 1'-O" I R) NOTE: All Units (except Units 12, 13, 14 at the Exterior Stairway) to have a Maximum U-Value of 9.32. NORTH 01' 2' 4' 8' _ 4 () C Oto , PLAN LEN D io 1.3. , o co , is imerff A . . Ammigmemamms. NEIN 1"IALLS i fr ii .44i AN. CONSTRUCTION NOTE GENERAL FLOOR PLAN NOTE sri EXISTING MALL TO REMAIN Interior detailing, finishes and materials, including material and DO NOT SCALE DRAWINGS! Field verify all site dimensions and .jr '..f.1 NALL TO I3E REMOVED performance specifications, as selected and/or approved by the Owner. conditions. Dimensions to exsting materials are to the finished or These include, but are not limited to, floor finishes, doors, hardware, trim, exposed face unless otherwise noted. Dimensions to new materials or Kathy LangenwaltervA:choiltoercadto 81657 stairway handrails, closet systems and shelving, fireplace modifications, construction are to the face of new structural member unless otherwise Armour Residence PERMIT built-in furnishings, cabinetry, appliances, plumbing fixtures, bathroom noted. Dimensions followed by a -1-, 'Verify" or"Field Verify" can vary 2586 Arose Drive date 6/1/2017 accessories, light fixtures and trim, and sound and security systems. slightly to accommodate field conditions. Renovation & Addition Tele 970-476-4585 plarchvail@gmail.com Provide blocking as required for proper installation of these items. Sound In the event of questions regarding the work or discrepancies in the Vail Ridge, Block DI Lot 5 project insulate floor systems and interior walls as determined by the Owner, drawings, notify Architects immediately. Do not proceed with work until all A4 such questions and/or discrepancies have been fully resolved. 2668 Arosa Drive drawn Vail, Colorado all.IIIIII sheet 4 of 10 • 2'-O" ± F.V. OTE: ALL NEIA1 AND EXISTING . MATCH EXISTING RIDGES TO HAVE RIDGE VENTS CEIR.TAINTEED "MEMBRAIN THE SMART AND SOFFITS TO HAVE SOFFIT VAPOR RETARDER" OR EQUAL VENTS PER CODE ilk 2 1 VW AS AD GOMPOSH ft ROOF SHINGLES FIELD VERIFY AND MATCH EXISTING ROOF SLOPE, UNLESS OTHERWISE NOTED • ICE AND WATER SHIELD ROOF I MEMBRANE I-1/2" AIR BAFFLE 21-0" --)1'-----le- 2'--0" , ROOF DECK RE: STRUCTURAL R-4c1 BATT INSULATION EXISTING EDGE OF ROOF I - --..-- --- 12 DREDGE ______ ___:„... -'''' 461 !? • ROOF FRAt''fING RE: STRUCTURAL 4 ±[ *" R-4c1 SPR"\YED ON FOAM ____ I ot ____,..---s---- - .,,,,k.•-.40- INSULATION EXISTING BUILDING E3ELOIA1 I ,-:..-------' o,,,-*•-%•-*•:. IP ..._%-• -'"45•4-',',:t. ,-,,;-.V'l, • _ _,,„--,:c. •---77,- ,,„,„,_:,',74,,,, -.I:,4,. .•4 ... . --,..%-'• , -D'I'•,:,••+ .:':;11:'*".—Ycis :l' tA NEW ROOF TRUSSES TO MATCH I I EXISTING CEILING AND ROOF '-'.;-..-; -'-''•-''•-•,. -:*-- PROFILE T.O. WALL tgi ADDITION :%'' If*;:tip ',. ,14-37., '.-1*.° - ,„„., ---_ _------ ........=- .0.1.1. 1.114.11.141140.16weR,QhmanulialliWiii441.1 \ \fir RE: BUILDING SECTIONS -- ,----=' __.....--•••---,__-..--- 00.0' < 0 IL 000,, 001- 5/5" DRYWALL 0 _1 ...1 C:). 0 iti 11 ZN, 2 0 111 1Y 1:1) 11,1 0 Ea cY eflies1 I \ SL-.) 4,1- U- 0 II- •5• 3=' r 1 \-2 0 z Z 0 .---1 --- t 11.1 E ).- :, -> r444 0 --I --1 kD EZ , HEADER RE: STRUCTURAL +I C) 5 111 CD J \ 2 , EL- x c\ o z z 5/4x5 ON 5/4x1 1/2 eI DRYWALL RETURN LU -- 1---- MIRATEC FASCIA . lu, II in t.0 \ ,$_ LU 11.1 w 11J CONTINUOUS SOFFIT VENT 5-‹ In U-I-I EXIST RIDGE EL = •7c145.15" T46 SOFFIT M on* t.t.t < I 4I4sai = .:fitilk, ' 0 t---- (3 HORIZONTAL FIBER itlit i Irk R-2I HIGH DENSITY f3ATT 0 cai CEMENT BOARD SIDING -4-4 0, 10 -1<140 I :Q 1 vor,-4 INSULATION/VAPOR BARRIER .? I- ... 5/4x6 MIRATEC HEAD TRIM f : ,,0o. i 5/8" DRYWALL a). --e'v r) - 't ul.._4 in • a: in VINYL ININDoiAt UNIT 11041 -ct- IT 1 1 1 I! 5/4x4 MIRA(LC SILL 4 JAMB TRIM 4I114; al ' lom '14101 — 5/4" SUE3 FLOOR D HORIZONTAL FIBER CEMENT BOARD SIDING 1 ,441) — 1.01w' RE: STRUGTURAL t, 4:12 ± Fi K 1 . 4;12 ± > .4 4 I i oL, ' T.O. PLyiAtoor) 0 ADDITION -- a 1 - , f+ --_. m, — MATCH EXISTINGNEIN MATCH EXISTING EXISTING BUILDING BELOIAI , fa, e , , /t We' ' c" \- \IF EL. 1G150.cici' ± F.V. MATCH EXISTING ; Zo 2 II II !? o d t -,. I rt) 0 illo, ix 1 - t- ((2 E EXISTING EDGE OF ROOF I 1 METAL FLASHING 1 I\ :"‘ \ / \ 2 2 Cs , -10ft......_ 0 litzl +I p 111 CI ‘D .-I PEAK 7 LEVEL THREE 11J MIRATEC 5/4xI2 BAND TRIM ON 1/2" PLYWOOD SOUND INSULATION ?,..`1, 2 t 19 8- EL = lq43.351 DECK E3ELOW iii @ 13 PER OWNER = r2 METAL FLASHING II t 0 t`---) 0 K K T _ o ,i: i., 4:12\I ---------4:12 .....-.....,.. . . ........... it 4.1 kiTi 1 4 FLOOR FRAMING NEN NEN e 4, RE: STRUCTURAL i!, e (4 66I 4:12 HEADER RE: STRUCTURAL l; I 1 t• o 4 z i , o ,F 1--" 4'' NEN 1 to -7 F- 5/5" DRYWALL AT Pi I-- 5/4xF.V. MIRATEC HEAD TRIM CEILING I / 7-.I'-0" 6" / ( FLASHING, TYP. AT ALL tAtINDow HEADS I DRYWALL RETURN v v 1 4 T LEVEL TO VINYL IAIINDOIAI UNIT i DECK BELOW A ittael IN I ERIOR TRIM 11W"' 1 I I 5/4x4 MIRA i EC SILL 4 JAMB TRIM ...- . ._ = = NEN BUILDING BELOY4 —: R-21 HIGH DENSITY BATT _____ I • ! ! ] ...- . !NSULATION/VAPOR BARRIER !til I 1 :15> I _ CN NEN EDGE OF ROOF NEN EAVE EL = Ic135.611 1 I NilL., -7,_1 co • ---- 5/8" MINIMUM THICKNESS STUCCO '4 4100' ' . WALL SHEATHING RE: STRUCTURAL I I i• 6 '-'-'1- I 111-601 1 • -,, - I I 111TH BUILDING WRAP (TYPICAL) • tr. , 5/5" DRYINALL NEW METAL rs DOIA1NSPOUT (TYPIGAle - , i. ' \ FLOOR FRAMING RE: STRUCTURAL ;12 it 4:12 > ! I ' NEY4 METAL 61)I I tR 1 • I ill, T.O. PLYWOOD 0 ADDITION , 7-- Ztr, F ' LAI -1 NEW ("TYPICAL) 'g-- ,,. --,, ,..- ,. .,-.4 \ •c- \ T ‘r EL. Ic122.515' ± F.Y. I . I t) • - Z6 Zsz) --, tr) NE1A1 BUILDING BELOW I— ITi--• K — — — — I D'Diri 01' vah 1--. = Y NEN EDGE OF ROOF if • REV!EWE) F r)R LIME _ :fi ',, --\---•--:,,A,... 1 I ois)mPL.!AN/fr F \ N- ----_. 2 ' R-50 MIN. INSULATION 1 2k-0° 2i -0" , • • ,f' --,,, - . D•• (1,-(_,-----, z.. . 2x4 FURRING /HIGHlestDENSITY BATT r,one. _______ _ INSULATION/VAPOR BARRIER „p egi Alk • Alighiek elk f4411' 5/5" DRYWALL IZOF A8 Ago Vi7 AL T.O. GARAGE SLAB \-r EL. -P=110.0' 001. 1107 411v Ile Ah. I ROOF PLAN 1/4" = 1'-0" 4 <1 1103, NOP w 1110_..., 11111. EXPANSION MATERIAL .41.410.0,-,(4)00 NORTH so0.-: cE0ELN ,\00 .6 1 OL)10 09)0 o• i ' ' " CONCRETE SLAB RE: STRUCTURAL <*, NOTE: ' 24' 8ef OVERHANG DIMENSIONS ARE FROM FACE OF 2" POLYSTYRENE RIGID A.. WALL FRAMING TO LOWER EDGE OF (.410,,,/ 0,,,,f, -•-•. (. CONCRETE FOUNDATION RE: 51RUCTURAL INSULATION UNDER ENTIRE SLAB * 4 * iii STRUCTURAL SUB-FASCIA 1.4 40 AND TO FOOTING, R-IO, TYP. @ ,4 404 NEN CONSTRUCTION , A HA I tRPROOFI NO 0 c:)cSL, „0,(1,-* 0,...•%.-- ,,,..\\ "CPOI '3 Ost° c) ,4 4" PER1ME I ER DRAIN 4 GRAVEL fi' RE:50ILS REPORT C _ 01110C <' 0040'70)4. OC)..CYD Armour Residence Kathy Langenwaiter Architect PERMIT 2586 Arosa Drive Vail, Colorado 81657 Renovation & Addition The 970-476-4585 plarchvail@gmail.com date 6/1/2017 Vail Ridge, Block D, Lot 5 project A5 2 12668 Arosa Drive drawn TYPICAL WALL DETAILS 1" = i'-o" 1 Vail, Colorado sheet 5 of 10 OWENS CORNING TRUDEFINITION DURATION Ark 4111" OWENS CORNING 'TRUDEFINITION DURATION STORM SHINGLE - DRIFTWOOD Act A5 Ae# STORM SHINGLE @ EXISTING ROOF- DRIFTWOOD • . • EXISTING' RIDGE T.O. RIDGE © ADDITION - — - - — * 1-* , • --_,11_1 ' II ii ' _...1 mi.* 11 1 I II 114.11_1 i II III H I H II.. I I.III II it II III ! H 11 [ jLid 1 ' 11 LI 11 i Li1 Iiii_11 1 \l" EL. 16145.75' EL. 1614355' - * --•• i•--- , *---L,'*--;,',- gimiimIlift,-_—,-*-------* , ,---i-T-1-- !---'.7 is 1 1 7*1 •1.anigi 1 -...simemoilMiii..._ T H i i ,i I 1 ii I I I it I 1 1 ' 1-71-41-F-11--jalli1111.11111.11ftb...-r---142 • 'I ' smailillINIIIIIIIIIIIIIIIMMIllik...., •• ii-,I 'I ,• 4I' :4 11-1: 141 -L4L irLII 41 1 1{i i‘4-1 4 il ' I I I I I - :H ITYLLijr-1-4 -'----''''---- -------- - - 1 1 ej/LILILY—LtiTt I , 1 111+11-FLTILL4 1 - - MIF2,ATEC FASCIA AND SHADOW ..0111116. I illibLILF,1-1-141 -II-1J 41 I LI 1 d 1 ! 1 _LI I li L 1 , {LID I j[1__LL I BOARD o EXISTING ROOF, PER 46, T.O. PEAK 0 ELEVATOR SHAFT , 1 1 , •, ,i-i-c-1,* 1 r• in 'i I 1 II ' -.- I II Li L*11 LI L-I,I 1,1_14J-L I -__I-Ldit_L I-,„ - , _i_,_ WALL SECTION - BLACK FOX r EL. 1614333' ...loll ,1 ii , , 1 11 i 11 1 1 il i 11 1 LtLI, _ 1 JI JI 1 II li U L [I Firl'irl- li 11 TLiri it 1 i 1 - 11 li 1 il. 1 ! STUGGO CHIMNEY CHASE - LIGHT TAUPE ILI it_i_il_li_ii_ 1111_,,ti II IT ii Illi ii_11 LT ii_il imoi tH5 it iTIJI ii iLI it I I !LH iT II I I il it II 1 ii ii I Tr..,..7 1 , Li I. ,, , , , ,i , II , t, ,,y ,, , • , r, \-- ----, •, I i 1 li CLAD IAIINDOWS - IAIHITE STAINLESS STEEL CABLE RAIL vt/4" MAX 3 Li 1 , 11 1 i i 1 SPACING. @ NEW DECK i I i 1 I 0 1 I 11 1 441, [ i MIRATEG 5/4x4 JAMB AND SILL TRIM AND 'ANN (1":7i 1 5/4x6 HEAD TRIM - BLACK FOX _ i 1 i [ _ dl i 1 li MIL FLASHING - COLOR TO MATCH • --- -L.J t ADJACENT MATERIAL HORIZONTAL FIBER CEMENT BOARD SIDING 71- I - DARK TAUPE - Li_1,1111.1___LIAJ--- II 1 AL T.O. PLAYINOOD @ ADDITION •1 Alb EXISTING 5RD LEVEL _ — ---- - -- -- `11Ir EL. 16130.6161' ± F.V. MATCH EXISTING \II. EL. 16130.6161' ± F. V. .................. 1 i ,I - — i .. i ,f. ,-,.. MIRATEC 5/4xI2 BAND TRIM N/MTL FLASIHING i -----IIIIII , _ r---,--L------ 1 ..ti- 47/. i I 4 i I I 1 `44 i .,. - BLACK FOX I 1 1 I I II I — II II I' -1-,1,7 " ii I 0, 1 • 1 1, 1 I I I — 1 %it '' . LT i ii •, i I II BOARD 4 BA! iIN FIBER CEMENT SIDING - AL TO. RIDGE 0 ADDITION , I i i 1 1 , 1 1 ,: 1 1 ,-.1] PARK TAUPE _ - - I I I-- il 1 ‘'fr EL. '7125.610' * - , _ .......- ''S KNEE BRACE PER STRUGTUR.AL , . . Afi, T.O. PLYWOOD 0 ADDITION EXISTING 2ND LEVEL - _ 1' - • • 1 , . .- .. - • _ . or MTL GUI I tR AND DOWNSPOUTS • • 4104 . '.I ' .. ...1 ' 0 I 0 0 0 ,. .- .... . • __4,__ , ___ - .-:.- I-- Fn I _ MIRATEC FASCIA AND SHADOW BOARDI I 1I EXISTING IST LEVEL PER MALL SECTION - BLACK FOX •• • • 1 ... - ' = I / I , CONCRETE SLAB • ." - : 1 mIW • . . •. _ ..,_ C•4 i ' • EL. 1611456 ± F.V. • - EXTERIOR LIGHT FIXTURE --, . .. : • ' '..' -. . - PROPOSED GRADE :. .. •' I. • I r. 5 sisI` 1 • :::-' .: STUCCO - LIGHT TAUPE . 0 . .-• ., . : • , I/2" .. . ma • .. . • * •* . ' Ablik T.O. MECHANICAL SLAB ,i r------------. - - I * t . . . • _ , • 1. EL. 161131-0" Agir111115111IP ...•. : . . . - ---- I _____ I. I____,.... I. . .. ... _ _____ _ - • . . . Alb TO, GARAGE SLAB 111111111111/ -.- -7 - -.-- i-----• -- -2.• EXISTING GRADE . . \f" EL. 1q101-0" . 1 . 1 1 SUillai letin 7 ,-------------__________ --14-ir- 1 1 ..._, FOOTING AND FOUNDATION 5 I/2* r WALL PER STRUCTURAL L I- MIRATEC. FASCIA AND SHADOW BOARD to EXISTING ROOF, PER 2 SOUTH ELEVATION 1/4" = t-O" 2 Act - MALL SECTION - BLACK FOX oki T.O. RIDGE @ ADDITION _ .._ EXISTING RIDGE 0' 1' 2' 4' 8' — - - - - MI ' F El_. 16143.55' - - - -- ibi I -- I I I IV ' II I, • ------ ----- --* EL. 10143.151 , 1 , • - *--------- -40111111111.... ---- _,_ asillaSINUI1 -----L-L- 1 ...... i L I IL i i ' ' ' . ., _ HORIZONTAL FIBER CEMENT oL T.O. PEAK @ ELEVATOR SHAFT --1 — I ' 1IIII I 1 iHt , Li_ i ii,__ , • Iiii'L 1_,L1,1 7- II JL -1-I __ __ -______,. BOARD SIDING - DARK TAUPE 1. EL. 1614333' id I' LLiy' ...11.11.4 '1 I LI, . --- MIRATEG 5/4x4 JAMB AND SILL TRIM AND il E r_ taiii ___.'416.14441111%.404•44 5/4x6 HEAD TRIM, TYP a EXSITING IAIINDOIAIS II ,-Y-iiIIIII ti II ii ,I I I II II II II "-- * : - BLACK FOX ink' -....r •ft I I 1---- I I 1 FIBER CEMENT BOARD BATTENS 1 L_____ *---------- • ADDED TO EXISTING SIDING - DARK TAUPE I I01 - 110 1 II . ' ': I III I 1 i 1 1----- l• , L 1 i 1 I I EXISTING WOAD TRIM - BLACK FOX --------t I 1 I EXISTING STUCCO - 'LIGHT TAUPE It 111111111111111111111111111MINUMIMMIMMI011111111111111111111111111MIL --- will , ,.-ti -Lii__ I I 1 '1 I 1 I 11 11 1 1 111111111111111111111111110111111PmmmuriallillIMMINIIIIIMMIIIIMMIUMMUIUM 1 1 , S EXISTING 3RD LEVEL ,, AL T.O. PLAYINOOD @ ADDITION , ei, • -_,„10,1ffoommedni ungh , , \fr EL. lcf3o.c1c11 ± F.V. MATGH EXISTING vIIMM11_01111111111111111111111111111110111111111111111111111111111111111111 IMMINIII • . 1 1 EL. 16130.6161' ± F. V. IIMMIUMINUMIXIIIMMINIIIIMMOMMEIMMIMIIIIIMMIMMINII . c__ . II it 1 it 1 II II 11 1 II 1 11 1 11 I II 1 II 1 II 1 II II II 1 __ ---_, r Z ,own of Vail FA I RIVED FOR CODE ii.aii.MIMIIIIMIIIIIIIIMI ., . . imimmummummimmo r • Ir _____Ii c,ompi iANci ,E 0 Date •_,- ( --2-7------ AI, TD. RIDGE 0 ADDITION . • . "r EL. 16125.610' ' 111111111111111111 11_JAM i I i I , 0 . EXISTING FLOOR LEVEL NOTE I 1 111_1 01 IHJL,Llij il IL . By' iliriLlt., "1 ' 1 .. . Code! --/-J-.------ _, , ,• l , •1 ,1 i 1 I Floor elevations indicated on the drawings as Existing 1st, 2nd, and 3rd [ _I AL. EXISTING 2ND LEVEL Floor Levels are taken from the topographic survey titled "Topographic AL T.O. PLYIA1OOD 0 ADDITION I I I ' , I, I ,,t_t_HII II , I __ILIA i I I, i I , I 1 Nom - 1 `r EL. 16122.315 ± F.V. _ _ )IF EL. 16{22.55' ± F.V. Map, Part of lot 5, A Resubdivision of Lots 3 and 5, Vail Ridge Filing No. till. ' II I I iLiat 11_11111 . , ' HI-11111H H H I ! II lin' H 11 HU I- 2, Town of Vail, and Eagle County, Colorado" by Inter-Mountain • , - . • - .. . ,•• • .. • .. . . . . . ... . . . .. •. . ... • . . • Engineering. Dated 10-15-2015. Job #15-0095. . . ... . . ... Field verify all existing floor elevations and existing floor to floor distances. , Measurements to be taked from top of playwood subfloor to top of . plywood subfloor. 11 Notify Architect immediately of any discrepancies between the floor - r I 1 / I 011 ..-- . . . • . - • ..1• :. - 1 -• PROPOSED GRADE - ' OV C()L.044 ' _ ,, - . • . elevations indicated on the drawigns and actual floor elevations. Do not AL T.O. MEGHANIGAL SLAB / I i , .•.. ,,) izil,,Nar-L.,_../zir,.. 'z' proceed with work until all such questions and/or discrepancies have been _1 Y EL. 1c1I5'-0" I fully resolved. I< C) : 1 • .... . . •. . Il EL. 16114.56' ± F.V. KO- EN , • .. . . . . • _.i. • 1110-. EXISTING GRADE i $ iii •-. . * ,, t'i• E ,.., . .......- ---\----- 1- • • -.- ' '.• : - ------ - • . ,.0 04., --- __ • ....L-1 \--- ,1 1 I EAST ELEVATION 1/4" = 11-0" GENERAL ELEVATION NOTE AL T.O. GARAGE SL,6-1— - -1 I df# 4111111111111, 4/ 414,,,,g4111. t-c,1\ 1 lv EL. 161101-0" r Building elevations are for graphic illustration purposes only. --1 _ — ,.._. DO NOT SCALE DRAWINGS! Refer to structural engineering drawings I for foundation wall steps, footing depths and footing steps. FOOTING AND FOUNDATION I Kathy Langenwalter Architect PERMIT I- PIALL PER STRUGTURAL Armour Residence In the event of questions regarding the work or discrepancies in the - 2586 Arose. Drive Vail, Colorado 81657 date 6/1/2017 drawings, notify Architects immediately. Do not proceed with work until all Renovation & Addition The 970-476-4585 plarchvail@gmail.com such questions and/or discrepancies have been fully resolved. Vail Ridge, Block D, Lot 5 project 2668 Arosa Drive aillIllIllIll drawn A6 • sheet 6 of 10 _2\1 I i_i Vail, Colorado Anki Ark AI MIRATEC FASCIA AND SHADOW AS AS Aci BOARD a EXISTING ROOF, PER WALL SECTION - BLACK FOX • • iiit EXISTING RIDGE -I u il i TOE il U il I LU if 11 u 1+ 1 1U i i L i LL_J__ I u 1111_U li,_1 .0 It 1....1....0 11 il U Jt....1i U Jr._ y I.i i i u t1 i 1 I iiii i i t; u___Lui-il u r i 1 u____Li_i-Lu 11LINUILI li Li U SAJL I 1 \fir EL. -1(143.lb" - - - ' - - it I- 1 - - I _ - _ _ ._ _ ... .. _. _ _ _ T F _ 1- - _ I- I- - — - , _ _ _ 5 _ - - I- ' --I I 1_ - _ Lt I I A T II II IT i - miRATho 5/4x4 JAMB ANL? SILL TRIM AND , , - ... - _ 5/4x6 HEAD TRIM, TYP @ EXSITING WINDOWS I - I ----...., - BLACK FOX Ili H-171iT-ATT 11 II II Il I II II MI ITT li it it Hi 1 1 II ii II I IT II I irli li iiii 1111' 1 1 I I II III IIT II --I irii III II It ii iii 11 Nfilli1P11111111111111111 ____ ___ Aq 1111' ill ill ii'l Ill 1111 111 i'-- - 1 Ljfl 1 1" 11 i I, 1 1, = 1 d 1 , , 11 11 I' 1 ' il 1 3 li il 1 ii 1, I 1 1[---1 —1 ; I ! 1 1 1 1 '1 11 1 1 1 L 1 1 , 1 1 i , il , 'I , i ;, , , , 1 1 1" 1 III 11 1,1 1 1 1 11 , '11 ' 1 , 1 1, i 1 , 1 , i , 11 i 1 1 1 1 1 11 i 11 ,1 , 1 [ i 1 I 1 1 —__ ,, 1 11 ' 1 ' 111 FIBER GEMENT BOARD BA' IENS ADDED TO EXISTING SIDING - DARK TAUPE EXISTING HOOD TRIM - BLACK FOX . II ! 1111 I o 1 l' I 1 II I 1 i 1 1 EXISTING STUCCO - LIGHT TAUPE . I 1111 1111 , 1 , o IIIIII 1 1 1 I 1 Ii 'I 1 i 1 i Ait EXISTING 3RD LEVEL i il I, ' IL I 11 1 I 1 1 , 1 il ; I 11 1 1 Alle — Y EL. -1130.(1G1' ± F. V. --- - __-•---- --- ...- EXISTING 2ND LEVEL -,-- -- --- -- -- - \IF EL. 7(42253 ± F.V. r .... immor of V&A EXISTING ST LEVEL AL CONCRETE SLAB 117::at\irt,r1"Ep.:1;iE0lLicr,! R,...:C(-;31:1:.0 O-0, EL. 1c114.561 ± F.V. L H -J - -I---- ----I-- --1--- 4, T.O. MECHANICAL SLAB 1' EL. 11131-0" • . . I I I oiL TO. GARAGE SLAB °HENS G R. 6 TRUDEF N N 12 RATION —1-- STORM SH N E DR F NO0 l' EL. -7(1101-0" L_ i Alak I- • H sJszo sual -------,,,,,,,,, Frn Aq MIRATECFASCIA AND SHAD N BOARD PER NALL CT N - B ACK OX FOOTING AND FOUNDATION WALL PER STRUCTURAL ogb EXISTING RIDGE , oIENCodel0 . :T1_,..1,-,T-1 001"-F_ u_ • k T.O. RIDGE 0 ADDITION 2 I NORTH ELEVATION 1/4" = I-0" I "r" EL. 7(445.18' -4411111111111111111111111111111111111111111111 111111111M111111111111111001110.- imptab., . I' EL. -1'445.55' -41141111111111111111111111111111111111111111611111111111111111111101101MIEN.... 0, 1, 2' 4' 8' "411111=111 1111111111111M11111111ININIMMUMMahlift- Alb T.O. PEAK 0 ELEVATOR SHAFT inumommoonitimmummumantrompramew..._ N-r EL. -7143.5V IIIIIIMffliiMMMEINUNMIMIMEIMIIIMIMMIMMbttb.. , , - - - ONIMIIIIMIII111111.11111111111111111111111111111111111111111111111M1111111111111111111111111111111119111111111111111111111111111111111M.- 1 1 - -1- I I -7 c--7- 7, HORIZONTAL FIBER CEMENT BOARD I SIDING - DARK TAUPE i 1 I• II II ; 1 1 - (15) /......\ i 1 I I , I1 , 1 I T ,1 i = , i I , MIRATEC 5/4xI2 BAND TRIM tAl/MTL . IL_ ._.....[ - 1 ,, ,i I I i e 1:1, FLASHING - BLACK Pox 1 I ii p 1 . 1 11 ll , i L 1 L N I 1 I 1 I ' , , , 1 1 I i ! 1 - - 1 IiII 1 I CLAD NINDONS - lAIHITE 1 I I 1 1 1 — ...411 nommis il I , PPP I 1 11 i1 1 1 1 i 1 1 EXISTING 3RD LEVEL III III III II AL T.O. PLAYIAIOOP 0 ADDITION `fr EL. -7(150.cfcr ± F. V. , I II 111 ! It ! 11 1 I 1 II il I 1 I 1' EL. -1150.1cl' ± F.V. MATCH EXISTING ._ , • AI . . • .: • •: I_ 1111.r F--- - 1 -- .., . 1 . - . MIRATEC 5/4x4 JAMB AND SILL TRIM AND -• .. . 5/4x6 HEAD TRIM - BLACK FOX I • II ., • . • 0 ., " •. . . . 1 . . . . • 1_ 1' . .. • 1 I Ail, T.O. RIDGE 0 ADDITION ' . ' . . • . . - . :. • • : •.' -*-- ‘. •••••• •***** ... -••" ...- .-.. .. . ''. - .. 1111111011101IMMialifilin T EL. 1125.c10' - .. :*-. .•.. . . .• . '..:. - '• 1.•••• *.. .,.. •.‘-- '. : -• . • •. *•:: .inummuummummtmonomm *.... . . -••.' -.• • : • • *. . ' .. • • " --. • ' • .. ..-'' •.. :, • • • 11111.1MMISMOIMMIiiiimmill 4 EXISTING 2ND LEVEL . .. . -• • •.• •: . ..• . • - •••.'. •• : - ':' 1111111111111111111MMIMIMMINNI .6, T.O. PLYWOOD 0 ADDITION r . . - . - • • • .. . . . . - • - • • 111011111111111611111111111111110111 I \fr EL. 1122.55' ± F.V. • * - * . .. *.'--- Ni. EL. 1122315' ± F.V. EXISTING FLOOR LEVEL NOTE - - • •:• 7 ' u I Li I i OEM III i Il 1111111111TH 11111 111 11 il I 11 . . ,.. ... .. . .' • . 4 . • • ------:.___ tt Floor elevations indicated on the drawings as Existing 1st, 2nd, and 3rd ‘- • • • . •••... MTL GU IttR AND DOWNSPOUTS, TYP. . . Floor Levels are taken from the topographic survey titled "Topographic ••• • • - •• — • I Map, Part of lot 5, A Resubdivision of Lots 3 and 5, Vail Ridge Filing No. PROPOSED GRADE •-.............,_ 2, Town of Vail, and Eagle County, Colorado" by Inter-Mountain 4,7\--1:- ..-----------11 ••* STUCCO - LIGHT TAUPE • • 1 •• Engineering. Dated 10-15-2015. Job #15-0095. EXISTING GRADE • • •• • • ' • • I - • : ".... / -.-\\---. , , 1 . . HORIZONTAL FIBER CEMENT BOIcARDIti,e,TH0,41.1.4ahrEE, -...._ • • • •• . SIDING © ME itR ENCLOSURE Field verify all existing floor elevations and existing floor to floor distances. EXISTING 1ST LEVEL • ' • -----_ NN_LN.___. • • • . • . • ... Measurements to be taked from top of playwood subfloor to top of k CONCRETE SLAB L . ' -: .• ..... L LL. . .... _•.::::: 1_,.. 9C-?` I , •. . . • • - - • . 1 1 - , 6 , —1 . .. plywood subfloor. "f. EL. 1114.56' ± FM. • • .,. . • ...\:---- • V II' 0 > EXTERIOR LIGHT FIXTURE Notify Architect immediately of any discrepancies between the floor No2 . --...„ . . . ,,,,,,,,,,.(ev _ 'rE1,9 elevations indicated on the drawigns and actual floor elevations. Do not proceed with work until all such questions and/or discrepancies have been .. : . • ' / I ' fully resolved. 1 WEST ELEVATION .1.10•1.M.N.............. . .7:. ..•-•:-7'11L--7/ r — -1 1 _I I' L ___....._ ___ _..) 1' EL. -1'1101-0" L. 4' 8' ilif!!. 1 II FOOTING AND FOUNDATIO GENERAL ELEVATION NOTE L _ _.,-,--'-'----- 1/9ALL PER STRUCTURAL I L 1 Building elevations elevations are for graphic illustration purposes only. DO NOT SCALE DRAWINGS! Refer to structural engineering drawings for foundation wall steps, footing depths and footing steps. Armour Residence Kathy Langenwalter Architect PERMIT In the event of questions regarding the work or discrepancies in the 2586 Arosa Drive Vail, Colorado 81657 date 6/1/2017 drawings, notify Architects immediately. Do not proceed with work until all Renovation & Addition Tele 970-476-4585 plarchvail@gmail.com * such questions and/or discrepancies have been fully resolved. Vail Ridge, Block D, Lot 5 project A7 2668 Arosa Drive drawn , Vail, Colorado sheet 7 of 10 OIAIENS GORNING TRUDEFINITION DURATION STORM SHINGLE - DRIFTWOOD Obi Act MIRATEC FASCIA AND SHADOW BOARD PER HALL SEGTION - BLAGK FOX AL T.Q. RIDGE ea ADDITION - AIL EXISTING RIDGE -fr EL. 114355' - - IL,..,ILLII 1 1 j Li ) 11 _11111 H II i 1 1 , EL. 1q43-1& addinnifififfitilialliaL IL II I 'i j ' 1 l' T -Tirliti 1 ATTI-- 1 " j_i, C 1 I ILI:' LL 1 ii H 1 46, T.Q. PEAK @ ELEVATOR SHAFT " - - 111_11i,J,1_," 1 II I • II I I I ' , H I !IL: • - •:-1 . • . . _LT ' I I ; l' '' ' J Li r EL. -1143.33' ,,_111.14.111.1...tLILL. • .• : ' . '. • • ... . • 1,1_31 I 116.1.11, : WILL14 iji :. :- • • 1---, .• • •• •.. • . - • • li • ___ - .. - ". •' _ _ \0 -.00011MA1 - GLAD lAtINDOIAIS - IAIHITE ---------------- II -• I.-. .• • - * : : - / , MIRA IEG 5/4x4 JAMB AND SILL TRIM AND ••-. . - ..'• • • ..- / • 5/4x6 HEAD TRIM - BLAGK FOX 7 I , - ' • - :: • •‘: h(2-,- EXISTING EXISTING • •., ' '.9DINING LIVING, P HORIZONTAL FIBER GEMENT BOARD SIDING — ..,--- . •- .-----:---------- ' • •• - I\ - DARK TAUPE * ,..---5---- • .- :: .:. ...- ...... : (/)/ \ BEAM PER _------- . ., STRUCTURAL AL T.O. PLAYIA1000 0 ADDITION ,-- ---- • \ _I, EXISTING 3RD LEVEL ,,- N EL. 113011' ± F.V. MATCH EXISTING --- -Ago: - - :•• . .• ' '' ri irsiTnz"-rS-7•Pt,?:•;vA- -11Boommemw I EL. 1130.11' ± F. V. • - • BEAM PER STRUCTURAL - ----(r 1 •.:• • : 1'.. .- :%.*- ----/ , 1 MIRATEG 5/4x12 BAND TRIM N/MTL. FLASHING / 1 • •• *" ' . "• :-. • / - BLAGK FOX • •.. sb T.O. RIDGE @ ADDITION ,/,(3 .• ''' • • ' • • • • . ...1J I 1 EXISTING APT. EXISTING APT. . :. 1" EL. 1125.10' 11,4141.4..„...47.1.Liiii4 II il LLL I <1:• LIVING PINING 111.11a ' 1 1-4-11-4-1-1,1111-1 r\-- 1 . - - • --1144T1-1k-111---," ' Ltd I 1 II ,..14_1{..1. Ji \1L_ L \ 1 .••• .: . .- •••• . • 1 AL TD. PLYWOOD @ ADDITION -,,- • II it in II Ji li II '1 , , - j . 51..e2FE51/6. /FT. --------\ i EXISTING 2ND LEVEL 11-111 -11 ' '''''' 1 11°- --", , `f ----s- jiLICLILI ''Li'--p,_1' 1' I i :Li a En-4.;=.4.--r,e;;..•. - -rr,7;•v-Ffc-------4-•sqc,s--7----.--igtTr••-t--7-t,-fmtz'••• P-1 \-r EL. -1122.53' ± F.V. 71 I ITI- 11-11111i II I 11 II I 11 47151. .111imr.-- --‘10-5-',0%.2,- ••l• -•-- -tii -...'4.-, -..,1. . --t ,,,, k.a. ,, • M <---- FA BEAM PER ta STRUCTURAL ___________.----------- MTL GUI itR AND DOWNSPOUTS _.,..=7, 1 I MECHANICAL STUCCO - LIGHT TAUPE I ri--- 1 ,,,, STORAGE/ RAILING RAILING 1 1 i )1 i ,- ,,, AL T.Q. MECHANICAL SLAB 1 // ' ' I • •,••, EXISTING 1ST LEVEL 1 i 1 11 la' EL -1113'-0" - - - AIL CONCRETE SLAB \fr . 0 1 1 ri_ I, i I ** * -fF L. ; iv jp. p„. F\ ,...1 „. p , 41-Ito"-*3 :-.*•,.,'''r*tiL *TO TDGARAGE SLAB 1-1- ______ — ---- A ti L 2 I EAST ELEVATION © ENTRY 1/4" = 1'-.0" I L . - N -r.,.. 1" EL. 11101-0" - _ — — i _____ — EiNRI — 0' 1' 2' 4' 8' FOOTING AND FOUNDATION EXISTING GRADE WALL PER STRUCTURAL of Vali PROPOSED BNB GRADE 1 EV IEWED FOR CR D E 4134, EXISTING RIDGE :.::JI .PLIANCE , "tv EL. 1143:15' 3 )Rte:_ 74- -(f 2 ---- foo _ By: /) . ....:_. ift Code: _ _ _.,,,,,a_____ Act I / Iv 1 . , , • BEAM AND KNEE BRACE MIRATEC FASCIA AND SHADOW BOARD IPER STRUCTURAL PER WALL SECTION - BLACK FOX EXISTING EXISTING PINING LIVING . FIBER GEMENT SOFFIT - BLACK FOX dit EXISTING 3RD LEVEL =OEAL T.O. PLAYINOOD @ ADDITION 'fEL. 1150.11' ± F. V. ••VII•finslicart gi . . „. . 'r EL. 1130.11' ± F.V. MATCH EXISTING I1 1 ' I 1=1 I HORIZONTAL FIBER CEMENT BOARD SIDING 1 - DARK TAUPE I I EXISTING APT. EXISTING APT. L_____I STAINLESS STEEL CABLE RAIL IN/4" MAX DINING LIVING SPACING 0 NEIN DECK (*TYPICAL) EXISTING FLOOR LEVEL NOTE . 7 ima / 1 Nomin v•-.,...L2-'_-±11,,It.t'.=:...... .2....-...-:: :4'"el`e:6'-.°7' '''''"'"'""'" 0.4: SLOPES 1/8"/FT / I _...i oiL EXISTING 2ND LEVEL AL T.O. PLYNOOD a ADDITION Floor elevations indicated on the drawings as Existing 1st, 2nd, and 3rd \IF EL. -1122.53' ± F.V. \IF EL. -1122,315' ± F.V. Floor Levels are taken from the topographic survey titled "Topographic MN klieit•Vi.E.NiAS;AVIWN KritattrSftilVAVViiteMf2 j Map, Part of lot 5, A Resubdivision of Lots 3 and 5, Vail Ridge Filing No, 2, Town of Vail, and Eagle County, Colorado" by Inter-Mountain BEAM PER Li STRUCTU- • Engineering. Dated 10-15-2015. Job #15-0095. Field verify all existing floor elevations and existing floor to floor distances. 1 , STORAGE \ ; Measurements to be taked from top of playwood subfloor to top of plywood subfloor. 0 I iff $ Notify Architect immediately of any discrepancies between the floor EXISTING 1ST LEVEL I 4.1 Z. , ° f C 04. - 0 0 ,- elevations indicated on the drawigns and actual floor elevations, Do not Aigu CONCRETE SLAB / 1 Pt 1 ,) '‘'''. , 6 proceed with work until all such questions and/or discrepancies have been sf EL. 1114.55' ± F.V. jiff . I _. fully resolved. •,-, 1 i T.Q. MECHANICAL SL,Ar,GO , i,TH , N gaiwt.i.„4„,?•••••.•,......o.w.t...,..,,i.V...,ad.ALSY"e,A.-.01AWAtiAiletttd11,,A.P.alsittiellirattliabr'41%Z. ' - e Ol'ALTER 4,411--- ,ip . . WEST ELEVATION @ STAIR 1/4" = 1-0" OA;A OM 4AAN -,,,, _..,... --- Ai N 41 C j 1 - FOOTING AND FOUNDATION k •'* *) ,,,,,,,, GENERAL ELEVATION NOTE !NALL PER STRUGTURAL IA1 iiL TD. GARAGE SLAB Vil P- ... ‘-tv EL. -111CP-0" *N. . A?, AO. iatital Building elevations are for graphic illustration purposes only. DO NOT SCALE DRAWINGS! Refer to structural engineering drawings for foundation wall steps, footing depths and footing steps. Armour Residence Kathy Langenwalter Architect In the event of questions regarding the work or discrepancies in the Vail, Colorado 81657 date '6/1/2017 drawings, notify Architects immediately. Do not proceed with work until all Renovation & Addition 2586 Arose. Drive Tele 970-476-4585 plarchvail@gmail.com such questions and/or discrepancies have been fully resolved. , • Vail Ridge, Block D, Lot 5 project A8 2668 Arosa Drive drawn • Vail, Colorado .111.111111 sheet 8 of 10