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'�`�� {��'..}i'•1' 1 " '. , ` V'VrltteN dlMenSions'dti they dtlah►1ngi-19611.Nava prciedem d' OYor sicialdd ' �" ,�';•' '' ,'" s ,_ ' , , ' 1 dir��h ID I �H,`~ 1� I� � t � � 1 slohl' -hiag6hry OnNctds stal�; lerl y. ehd 1 be res onsyi��for,',ill �27g 90UTH`8AN(A Y DRIVE ,P►, and rondll,hni c i th bb end this dtrl�o i'u0 bd PWIO.d dt 6i q tiq gQ110 OD 1 - - " - - � � -- - - - � - - b, — ``'•� — �. � _".�P� � � '"'.,._�� _M� �, �,,f r�;,�,i�� std,��"I��'lck:,+/��,,� ,F„ Mir".::-M..�-N I' -I , 1 1 } 1 ti IMPROVEMENT LOCATION CERTIFICATE ' w tiNOTICE: According to Colorado law you must 2ommence ,any legal action hereby certify that this Improvement Location Certificate was prepared for l based upon any defect in this survey within 3 years after you first _BILL ANDERSON _,_ that it is not a } discover such defect. In no event may any action based upon any defect land survey )lat or improvement survey plat, and that it is not to be relied upon in this survey be commenced more than ten years from the date of the for the esta >lishment of fenve, building nr ether future improvement lines . certification shown hereon. I furth !r certify that the improvements on the above described parcel on this date, _ 7/22/93 _ except utility connections, are entirely { within the b )undaraes of the parcel, except as shown, that there are no encroach- ' menu upon t ie described premises by o improvements on any adjoining premises, ex- cept �es indi ated, and that there is n apparent evidence or sign of any easement crossing or >urdening any part of said parcel, except as noted, All- 32 E 5717 ' — :s 200, By STAN ELDT '---• , M COLORADO P L S 26598 • `�j 0 — Date: jn r 0) _ /6 O C STORAGE _ N48 025'57°W 13062' SHED 77 0 12 2 in 15.7' TIMBER WALL ` 7 I 0 0 co 0 N LU ??89 m (D 20 2' 200 C M (Book 90, Page 559) f 0 40- 4 0' N i � M to Z SI 0 TWO STORY WOOD 6 0' FRAME HOUSE DECK ASSUMED FLOOR I / .-. TIMBER ELEV=100 0 �- 0 WALL X o - LOT 24 v 0 / V N ICONCRETE N CD WALK a) 0 I _ 79__J 45 I M (n STEPS on RIDGE ELEV=1212 (u � (MATCHES EXISTING NOTE STREET ADDRESS IS 2478 GARMISH DRIVE % 0 I HOUSE) THE LOT HEREON DOES NOT LIE WITHIN ANY N DESIGNATED 100 YEAR FLOOD PLAIN % J TIMBER RETAINING WALLS GARAGE I 'M / ` R = 312 32 ADDITION N A= 10°02'19" L= 54.72' � 20 2 � I 0 � N \ / (O to o 1� `o o. LOT 25 412' Scale I"= 10' Date of Survey ' 7/22193 LS 16B27 N 50° 54'37"W 110.96' FOUND PIN and CAP �2346s�� FOUND PIN and CAP O Ass , CID N � N / R W O y LOT 26 ��zoz6tia�'� DE3tGNEG PfY 7 IMPROVEMENT LOCATION CERTIFICATE � , 3Y: � ,3 ESL E VALLEY� * LOT 27, A RESUBDIVISION OF LOTS 27 AND 28 , BLOCK A ENaINEERINCAr 6LR'V_EY1N*Tt INC. " �' ' A RESUBDIVISION OF VAIL DAS SCHO'NE , FILING NO. I , ACCORDING TO THE PLAT fZ VOIONe.Add 5' Util Esmt 8/7/84 _ RECORDEQ JANUARY• 30 ;- 1984 IN. B013K 377 'AT- PAGE 495 1000 5. I'ROWWW ROAD W5ST, SUITE 102 -- TOWN OF VAIL, EAGLE COUNTY , COLORADO VAIL, COLORADO 81657 003 4T6,4573 r , r IMPROVEMENT LOCATION CERTIFICATE NOTICE: According to Colorado law you must c)mmence, ny legal action hereb , certify that this Improvement Location Certificate was prepared for based upon any defect in :.his survey within I years after you first _BILL ANDERSON discover such defect. In no event may any action base upon any defect land survey )lat or .improvement survey_plat, and that it is not�tohbe relied nupon in this survey be commenced more than ten years from the date of the for the esta )lishment of fence, building or other future improvement lines. certification shown hereo i. l I furth !r certify that the improvements on the above described parcel on this date, _---I I / 27/91 _ except utility connections, are entirely within the b ,undaries of the parcel, except as shown, that there are no encroach- mentj upon tie described premises by improvements on any adjo_ning premises, ex- cept gas indi ated, and that there is no apparent evidence or sign of any easement; trussing or >urdening any part of said parcel, except as note4. S 46031 ' 32..E �,.,_<� ;, '•tom 5717 - �' `'' S 5 :� •• - 200' By— STAN HOGFELDT y~ M COLORADO PL S 26598 .••'rj o 0) 16'0 Vc' STORAGE -- N48 025'57"W 13062 �3 SHED 77 p 12 2 -U-) v TIMBER 15 7' WALL ------_ __--_ 7 O 0 +� c0 0 �- N LU 20 2' 2 0' °o UTILITY EASEMENT m M (Book 190, Page 559) 0 40' 4.0' _ ( N 79' M Z CO a 4 0 w TWO STORY WOOD S 5' 6 0' FRAME HOUSE ,,. .-. DECK I O - TIMBER / L0 WALL 0I / - LOT 24 0 tt CONCRETE N WALK 0 I LL N PLANTER 79_ 15 7' - 12 2' ° V CI) STEPS N Q) NOTE STREET ADDRESS IS 2478 GARMISH DRIVE WINDOW WELL / Q TH LOT HEREON DOES NOT LIE WITHIN ANY 0G DENATED 100 YEAR FLOOD PLAIN / J TIMBER RETAINING WALLS a 3 R = 312 32' N A= 100 02'19" ASPHALT PARKING L= 54 72' M 5' 2 \� ty� N \ M \o co LOT 25 Scale I 10' Date of Survey ' 11 /27/9 in N 500 54'37"W 110.96' LOT 26 / DESIGNEE P1Y , IMPROVEMENT LOCATION CERTIFICATE tq I FwAva.%F. VALLEY ORA N 5Y: LOT 27, A RESUBDIVIS_ ION OF LOTS 27 AND 28 , BLOCK A Nrff1NEEF*1NCr 6URVEYI + ® , CHECKM&0 } '�A RESUBDIVISI0�1 OF VAIL DAS SOHO"NE FILING N0. i ACCORDING TO THE PLAT REVOIONO:Add 5� Util Esmt 8/7/84 1 1 RECORDEQ JANUARY- 30,,- 1984, IN, BOO< 377 'AT .PAGE 495 - - 1000 6, MON7AGE ROAD W£vT, 5UIT5 '1®2 y' T011UN OF �L�AIL EAGLE COUN�1 Y , COLORADO VAIL, COLORADO 81657, (W3) 476,4573 , ' e ARCHITECTURAL-' SPECIFICATIONS' 1) All landscaping to remain as is except items shown on site plan. All damaged landscaping to be returnel to as is condition. 2) All exterior finishes suca as siding, fascia, roofing and fnisies to match existing finishes. 3) All interior fis:nishes iicludng but not limited to windows and dwrs are to be coordinated between contractor and owner. S I(oc 31' �, 4) Coordinate all electrical, mechanical and `� plumbing with appropriate subcontractor. 57, 17 5) General Contractor shall be responsible for coordination of various elenents of working drawings. Report all discrepancies to owner and engineer. W 6) sheath all interior wall and ceiling q Y surfaces with 1/2° drywal , provide 6 mil lA� moisture barrier between drywall and insulation. Garage area to be sheathed with fire resistant drywall in accordance C -N u with local codes. VS -�OR 7) I sul to all roofs with R30 insulation. S �6o Provide roof ventilation to prevent condensation. 0 lu M W a IbIMW,LY. >>5 q/ 0 _ o QS � a 45- cn cc uo J Jo Q i a L) `w. V) HF-W S hlz'> V LOT 121 z Cy I P 2470 6A?-Hl%F W4 VS ' 12=3i2-3'Z I 1 loC* s s, a- 10°021 Iq" 0 tae aKnN6 1 I \ CC ss j \ / N Town of Vail ® . OFFICE COPY T JCL U �' cc. � Q N Go S4' LAWMCAM M/-TE9IALS N T �jN$atr RuANPTA M&T-IMOP A ULAC DORES f%j 7." c� AcSPFNS I,/'lop "I SITE PLAN 0 5M ?" UW "IMW0*--P T LaAnow or*- iUk-P,'' AS ?P-swaa1+o im INC- 1 " = 10'-O'gpPROVED BY THE d vk�tF.�i 5upv�tlN�, 12�DI I. NORTH TOWN OF VAIL DESIGN REVIEW BOARD DATE• ��Il k 3 A-1 ,. PLANNER: 1416 • STRUCTURAL SPECIFICATIONS G 1) Foundation design based upon "Soils and Foundation 10) Sheath roof with 5/8" plywood or oriented strand board with Investigation" Project #V-3064G dated June 1983 as prepared by minimum span rating of 40/10 or better. Nail plywood with ad INTERMOUNTAIN ENGINEERING, LTD. Installation of perimeter @ 6" oc Jet panel edges and 12" oc at intermediate members. drain to conform with soils report by engineer. All footings 11) Sheath all exterior walls with 1/2" plywood or oriented strand are to bear upon natural undisturbed soil or compacted board with minimum span rating of 24/0 or better. Nail with ` structural fill as approved by the soils engineer. Sd @ 6" cc at panel edges and 12" oc at intermediate studs. 2) All foundation around perimeter of structure shall have minimum 12) Live loads used for design- frost protection of 48" to bottom of footing. -Roof-SO psf snow. 3) All concrete must attain minimum compressive strength of 3000 -Floor-40 psf residential, psi after 28 days. Design based upon BUILDING CODE -Wind-25 psi. REQUIREMENTS FOR REINFORCED CONCRETE (ACI318), 1989. -Earthquake-Zone 1 UBC. 4) Reinforcing stool is Grade 40 for #4 and #5 bars. 13) All construction must comlly with the 1991 Uniform Building Reinforcement placement shall conform with MANUAL OF STANDARD PRACTICE, 1990 as prepared by CRSI. All lap splices to be Mode as adopted by the Town of Vail Building struction"and the minimum 36 bar diameters, all horizontal reinforcing steel to General Conditions of the Contract for Construction (AIA Document be continuous around corners and at wall intersections. all follows- All s as 5) All lumber shall be Doug-Fir #2 S4S or better, all wolmanized 14) Constru ct wall F lumber shall be Hem-Fir #2 S4S or better. -Exterior-2x6 @ 24 oc. 6) Glulam materials, manufacture and quality control shall conform -Interior-2x4 @ 16" oc., unless noted otherwise. with AITC Product Standard PS 56-73, STRUCTURAL GLUED LAMINATED 15j All beams, joists and Stwn are to bear upon walla or beams TIMBER and LAMINATING SPECIFICATIONS, AITC 117-84 DESIGN. All be connection hrdwaresan manufa manufactured by SIMPSONe tong-Tie Simple span beams shall be Combination Symbol 24F-V4 with no or approved equals. camber. Continuous or cantilevered beams shall be Combination 16) All structural members are shown in their final positions Symbol 24F-VS with no camber. Adhesives shall conform with the properly braced and supported, during construction it may be requirements for wet conditions of service. necessary to shore portions of the-structure while other 7) Anchor bolts and bolts shall be A307. All Trubolt Wedge portions are being constru:ted. Contact the structural Anchors and Ramsets to be installed according to manufacturers engineer for consultation is required. } specifications. 17) Contractor is responsible for all non-specified connections, 8) Microlams are as manufactured by TRUSS-JOIST CORPORATION, see contact structural engineer for details as required. shop drawings. All built-up Microlam beams must be glued with 18) Floor framing and concrete basement slabs must be complete and O PL400 and nailed with 2 rows of 16d spikes @ 9" cc. Microlams in place prior to backfil3ing cured foundation walls, unless deeper than 11 7/8" must be bolted together with 2 rows of 3/4" adequate bracing is in place. diameter bolts @ 48" oc top and bottom. 19) Contractor is to coordinate all diaphragm penetrations (is, 9) Sheath floors with 3/4" plywood or oriented strand board with chimneys, plumbing sewers, etc.) through floors, roofs and _ minimum span rating of 40/20 or better and glue with PL400. foundation walls with apprDpriate sub-contractors. General a Nail plywood with 10d @ 6" cc to all joists. Cover decks with Contractor is responsible ror means, methods, techniques, 2x6 Redwood with 2 screws per bearing point. sequences and procedures amociated with this project. Notify engineer of all conflicts or omissions between various elements _ of the working drawings and the existing conditions before commencing with that portion of the project. Q 20) All materials exposed to exterior and/or moisture conditions shall be treated for these-onditions (is, chemical treatment, 1.r--Y IS-rI 'PIZOPOSED staining, painting, etc.) is required by code. 0 O . N � Q T Q aO 3 ! ai N L 25 s><, 3 n �.-0/2 -o/S xS-o�/a ~ Q NSl 20 4101 5 s 6 '0 C\1 > u WL V51C LF mvnt�" -) S1r:P SIAE, 611 I-- - 41C� k k Gx 23S O s� gu a Y' --- LAOPM AU-965 12,o, FOR , W sLsvol I�1mu iXIST)wi A� o ICJ 1P W o oPF.11 I N6, al,S HORN EI bVA-rlo N 9v66 or- mw_4,� _ 4�142A&fE' LOFT �E w� I N Ll v Pf I��SUPV61YoR -[HAT \ 0109;4510 S°v* JN FoR Ceti AwifIoN Fir klrmiH r,&V. $U�I,PINC� S�TEthGKS • A T t; APPROVED BY 747 own cif' � �� !OIL Va L 'PV' DESIGN REVIEW BOARD E. Ca 1:i i5m N6a -Plzorose-p DATE: (Lt k — 'MAIN LEVEL PLAN _ PLANNER: ' A2, - 1 /411 _ 11-011 • r y � j 1-0 HAICA am;nH& 0 ku CIplwa MN-R4+ Sxr71t4& 'Woe LU L/ im (lVb -A z 14 WKelp, POOP, Ul -r;b'�M o' ' F0 L4 41 , Q r _� I O U 0 wm Zap- NORTH ELEVATION .�� ,�� 1 /411 1 1-011 > J Ift. z g s , �I 0 cm cr-A u P6 1 0 1 10*0 107W IF/b Te- Xwqw,�L va ch q-4ue Lwdl OP z -?V-0?0SeV &WA6S, c\l (3) 4 cr) IL S►AS Pei. u e-ogs, T- M C) rr < CM -r i tM5 Arr MF To 8 fix I0 AWP lM4W-012c,(-, Town of van I E COPY I APPROVED BY THE TOWN OF VAIL DESIGN REVIEW BOARD DAM . - BUILDING SECTION A PLANNER- A3:],i ' 1 /411 = 1 -0 . ` . ^ 0 , Ck 0 J - 100 11911 V4 ` - , - ~ / ` | � - � ' | * ^ ' 7Z � -- cn --T cc j / -- ^ ° - ^, ^ SOUTH ELEVATION cm 0 IMM 0 CC j LU ' ' , / ~ � ' TO . . .,-. ~,~.".- . . . ` � | . Town of mm panne O�FICE C py No 10LO" APPROVED B HE TOWN OF | . | 7-�'-------� / � F----- --� --�- | � | ' ul- MEVoEW . ' 4---'---- ---- ---�' ' . . . . ^o DATE: � �� 0�U�U��: A4 1--' ---� ^ ~~~~^~�^~ ---- �~�r --�� , ELEVATION- 1 /4 . ~~ Dining/Guest addition Living/f2smily additiorf. �r 3'-:0" ,1`-0", typical ' '•ti" __ ---= haat.m± talsrk.. retpr;, a� td ; lrC1±� �t : i� I ! % £uoc rr1 .ranat" 1-.-- -, a�": x�Q nliny Ica trim 4 a 3 A 13 3 3 8 Ext. R.S. plywood soffits -- I Iw=+ 1 . } at 1'-0" overhang, typical-, I - 8W-6117 _---- I I \` New ridga;alt'8�3 .. 6:12 roof pitch,to Composition shingles match exists g,typ. ____ _ w ,r- -' 2x6 T&G cedar soffit Roof cricket beyorfd • . - - ``` � / , �,\ }' at.3'-0"gable oY @rh'ang- v411i 1x4 hea ija ,2x12 lth.1x6.shadow"board !. �, �' --- d mb-and {� /r R��, dar built;up fascia!,typ. I 1 \ x6 sill rim,typical .S_timber M t eam /` S*632 1( Gutterldownspdut / Gutterldowns r% 18 q0) R.S. 2x12 band board 21 SW 63 - 21 + 1 �----- --"t ` 7 I 9 ; ! Ir �l j I I ;;► j 1 �i CI ' , il ! �) i '� ; I� I I � I III �� J �l'; l� I�j;� I`I ; � ! ill , I i 1 - — - _-- /4 Stucco finish material 3 sw-s o7 � �=--==_- ---' � 1. , __=-- —_�► � 1 � ', _ lay— �I I I 11 �11 1 T adel Np; _�___ __-____�� I Stu=ffnlsh material r--•—� ___ i ' ��___ � Lower Level-el,W12.0 - -- - -- �' --� - - -- - - -_ ____ _ 1111111 1101111 �L 0•• v i 1x4 headfjamb and - Wood handrail: 6x6 posts, - - Wood,beano^ra..,Atruct6ral - ---- ;� -,--- Clad windows to match existing, ' -`--- -Glass.block in fill 1x6 sill trim, typical 2x4 TI&B rails, 2x6 top cap o SW-6321 and 2x2 verticals per code ° o f R.S-6' k6 m'in.,.w'ood post, typical ---- R.S. 2x12 deck fascia SW-6117 3 > ( $W-017 SW.632i ` 1 WEST ELEVATION 1/4"=11-0" SOUtN,ELEVATION 1/4,1=1,-01; S-kUl�co 3S'�Io ` r Owe be 1( -I�y btk'V) D 3 w � 1 i it \ r t 429� � f f --- 1-- - --- ' t I f I - ' ---- �I :--- ' I I _ --- � a I►I w 1 o_n on a ce ar s pap t to CKI 4�,atage�is�6r ! , --- t -- - - - - - - - - - - - -- - — t 7 11 - - - - R.,S.timber bracket'SVQ-61117, memo I l F mill ed grade,typical Stucco_finish on stairway -- \ -___---_-_. ____--- R.S. timber truss SW=6117 retaining Nalls, typical S'V 4iO7 X----_- -R.S. 6x6,min. wocd'posttW-6117, 8 •� t• • Alanow Concrete stairs on grade --______ f: OF VAIN. DESIGN REVIEW ' STAFF APPROVAL DATE:—S- I O-Y 4, NORTH ELEVATION 114 =1I_©lt �� --, STAFF y I • EAST ELEVATION 1/411=1 -Ott GNEALViTt4i .a0!TES w,t MILIf 'P' - : ► . 'f i 8vld Ma IEC?i�eJ,A i.A• Kathy;Langenwalter &l.AEu ildi ng_el ev t i pae for gaphi iilutration purpos only. SAAL ELD ,RES D .. s 4 x' r,y ",M 61`1�"- o tiFM#�!— t�,,CSC ltT'SCAIrF- FIMhIGII'° loafer tt sticturalnrteenng drawings far ail`"Col It~ 1 fi5 da u,�remeiriiM ""� t �rrri , s'�o l a �yy�a yy Sy r foots diQ�{/th artd foptirr{�� te{r4�s " ., ;,' '+ }4 , .,1*a X70-4 -48?2 Y f una t of i wall q! , _ + V _[^ ` /, ` ., ,a e. ,. a "r"q Wr}Lot 2 - i„ 'fir s lam' �' o e t;� � �, Eyck A �M llnz�s-.�Ghq��• ll.�r� �x1�`ardif� rite work dicra ancies ire the dr w n .. , . ..} ;�.'1, ,• _ ,, p a i gs, °247 ' Oarraish>C� ive °Vii°' CQlo �dI ;drawn k not l�c�` hite+tMt> '1+11m 1< ftel "` b_t�c "� roWO d, Work 1 all r,> ' y _ Y. . ,tP � unit I such questions '` �" _ ` andtad ' l m6olve r a $ • a r , { PROJECT DATA �� Pri 1"ry Lev GENERAL NOTES i 5fr;cl Contractor is to visit the site verify existing conditions, including utility 4 Lot Size - 0.246 Acre = 10,726 SF fY g g tY locatwns, hookups and stubs, and familiarize himself with all new work. In Allowable GRFA = 3,356.5 SF the event of discrepancies between the drawings and existing conditions, notify the Architect before proceeding with the work. All work to be 10,726 SF x 0.25 = 2,681.5 SF performed in accordance with all applicable codes and regulations. GRFA allowance - 425 0 SF G Bonus credit = 250 0 SF The Contractor shall remove from the site and dispose of all demolition I ALLOWABLE = 3,356.5 SF 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. i Existing GRFA = 2,569.5 SF The building and grounds shall be kept clean at all times ` r t Lower Level = 1,155.0 SF Interior detailing finishes and materials, including material and Lot 28 Upper Level = 1,155.0 SF performance specifications, as selected and approved by the Owner Storage Loft = 259.5 SF These include, but are not limited to, floor finishes, doors, hardware, trim, EXISTING = 2,569.5 SF stairway handrails, closet systems and shelving, fireplace mantels and ' - hearths, built-in furnishings, cabinetry, appliances, plumbing fixtures, t Proposed GRFA - 3,286.0 SF bathroom accessories, lighting fixtures and trim, sound and security l ' S 46 031932" E 57.17' systems Provide blocking as required for proper installation of these ._ _ items Sound insulate the floors stem and interior walls as determined Lower Level - 348 0 SF Y --- 8010 Upper Level = 375.0 SF by the Owner. �1 8020 / / / Garage credit" _ - 6 5 SF" New additions 716.5 SF Mechanical and electrical systems design shall be the responsibility of the Existing GRFA = 2,569 5 SF General Contractor, required subcontractor or others as selected by the l a w J PROPOSED = 3,286.0 SF Owner. Coordinate any required dropped or soffted ceiling areas with the s i 10'-0" utility easement { Architect prior to the start of the framing phase of construction. ° 11 .' f ' ' NOTE: The current Garage GRFA of - Y " »�== �'- -:.-# 469 0 SF is being increased to 475.5 SF In the case of remodel work or new additions to existing construction, k ( I _ , __ -_ ✓ ; i —� -\ / by expansion into existing living area exterior finishes, detailing, materials, etc , are to match existing or as Z l T �� / �--% / �" GRFA. Since the Garage area is under selected and approved by the Owner and approved by the Town of Vail Desi n Review Board i 1 Y; n �4 •� � I � � '- �� S � / the 600 SF garage credit,the living area 9 " GRFA is reduced by the difference. tI - ; l �� Contractor to verify existing conditions and systems, including required I , , ! f f-f- - haded�area ind ci afe S'F / Allowable Site Coverage = 2,145.0 SF ventilation, relocated heating elements, spa construction and equipment, / verify with the Owner *,�ew sz6nstruction, typ >> � etc., and determine adaptability to new work Field ve fy w t h O r l 1 ew over-framed I I (o�' Y,; - 9• all existing windows to be reused in existing construction or relocated to 1 i I N false dormer 10, 726 SF x 0 20 = 2,145.0 SF 9 g I 3 I I oo ',, - the new work. I � � -�' -` --�- _; � �'�• � Proposed Site Coverage - 1,689.0 SF Existing timber retaining - �- - i :. : / Qp6 ``.�S, 4;' ; .: g The Architect assumes no responsibility for errors, omissions and walls to remain. �(, �`� k -- -_ _ / Existing = 1,299.0 SF applicable code requirements of consultants. The Architect assumes no New additions = 390.0 SF responsibility for utility coordination, care of adjacent properties, c I _ w o r_f I '� 9 typ ,y / - performance specifications and the components of construction safety; or \ I; ve rimed / .�,r - - �- New roof ed e, I pi�a� r_ PROPOSED - 1,689 0 SF --� - se dormer "* for the Contractor's failure to carry out the work m accordance with the I '/New } : x: + \ ridge Construction Documents. I. 80- Ridge Height Not : - , {: t 35.9 . .: f { New roof ridge he ht(el. 8035.9)is h The investigation of hazardous materials is beyond the scope of these calculated to mo restrictive condition, / Architectural Services The Owner shall be responsible for all existing , MY the original, natu al grade (el. 8007.0),/ hazards on the property, and for the discovery, presence, handling, s i , Therefore, new�ge height is 28.9' �' NOTE: See Revised Upper Level, Sheet A-3, - Existn f esideq�ce �\ 'k I g / Lot 24 removal or disposal of or exposure of persons to hazardous materials, for top and bottom of wall elevations for new I \ y:. :" waste or substances In any form on the property, including, but not limited . .. to, radon-gas, asbestos, asbestos products, etc Qe .retaining planter walls located in setback. I --- _ Not to exceed 36" in height, typical. `r I 8p co ' 06 ~ v Ownership and possession of the original Architectural drawings shall y remain that of the Architect Reproducible copies will be provided at the Existing trees to ,o Owner's request and expense These drawings are not to be used on be removed, typ other protects except on agreement in writing and with appropriate - � w I r compensation to the Architect ew o er-framed � New Deck I Concrete ' oof n ge .` Garmish Drive T--- -- - - 4t- -7 1 / ' / `° r _ � aspen n clu$020 / _ — ---• -art --- -_- � ,_p Setback,yPi6al �l I -- - - u I J86 Lot 25 / 5 as en /3"aspen „ `/ 17ec._t rans c - / / P I4 crabapple I - a_R =312.32' j A = 10°02'19" / Po k L = 54.72' ,, util' ea��ment, tyP / / N 50°54'37 W 110.9 ` / � 8000 / 13010 Existing trees - / to remain, typ Loo 26 r t r P I _ - + t{ F � , '7 s'3 S �( ' SITE PLAN ( l � ' r APPROVED BY THE F • TOWN OF VAIL + DESIGN REVIEW BOARD 4 DATE: 3'3-O P I - PLANNER: A - i Y f {[t f p low peel/Lanaenwalter Architects, L.L.C. f 1 - 1�-5-04 DRB Set= a I SAA L F E L D RESIDENCE David Mark Pee A.I.A. Kathy Langenwalter,A.1 c . . P.O. Box 1202 Vail, Colorado 81658 date " Remodel and Exterior Addition ' . fete 970-476-4506 Fax 970-476-4572 - Lot 27, Block A, Vail Das Schone Filing 1 project F . Y 01 2478 Garmish Drive, Vail, Colorado, 81657 drawn " sheet of a hr CERTIFICATE OF OWNERSHIP RESUBDIVISION OF LOTS �� AND �� BLOCK Know all mbn by these presents that Russell A. Mota and Patricia W. A a Anderson, being sole owners in fee simple of all that real property � situated in the Town of Vail , Eagle County, Colorado, described as follows : A RESUBDIVISION OF VAIL DAS SCHONE FILING NO. I � Lots 27 and 28, Block A, A Resubdivision of Vail Das Schone, Filing No. 1 , a subdivision recorded in the office of the Eagle County, Colo- TOWN OF VAIL , EAGLE COUNTY , COLORADO rado, Clerk and Recorder, containing 0.5129 acres , more or less , have by these presents laid out, platted, and subdivided the same as ' shown on this final plat under the name and style of "A Resubdivis}on of Lots 27 and 28, Block A, A Resubdivision of Vail Das Schone, Filing No. 1 ," a subdivision in the Town of Vail , Eagle County, Colorado, and does hereby accept responsibility for the completion of required improvements; and does hereby dedicate and set apart all of the public CLERK AND RECORDER'S CERTIFICATE roads and other public improvements and places as shown on the accom- panying plat to the use of the public forever, and does hereby dedicate 100 02 19 This plat was filed for record in the office of the Clerk and Recorder those portions of said real property which are indicated as easements R = 312.32' on this _ day of _ _ _ _ ,A 0 1983, at o'ciock M. on the accompanying plat as easements for the purpose shown hereon; L = 54.72' GARMISCH Recorded under Reception No -- in 3onk at Pact and does hereby grant the right to install and maintain necessary struc- °_ CH= 54.65 DRIVE -- - -- - - tures to the entity responsible for providing the services for which w" N 390 34' 51 E �50 � the easements are established. .J v Clerk-and Rec)rder� Executed this day of — A.D , Eagle County, Colorado OWNER PIN aCAP LS 16827 44 i� by Deputy---- --- - -- ----- -" - - -- Patricia W -Anderson - - PIN & CAP L S 16827 48 96 N G 36 1 00 E 125.00 Vail , Colorado 81658 ' 76 04 OWNER- PIN a CAP LS 16844 Russell A. Motta n -�- Val 1 , (,olorado 81658 ZONING ADMINISTRATOR CERTIFICATE STATE OF COLORADO ) E. I� fl _ ) ss. This final plat is hereby approved by the Town of Vail Zoning COUNT ` OF EAGLE ) Administrator this day of ,A D LO r-^ ----J ► ATTEST The foregoing Certificate of Dedication and Ownership was acknowledged before me this day of - A.D. , by I I Patr> >a W. Anderson. r, I I Town Clerk Zoning Administrator I I Town of Vail Town of Vail °1y coi rmi ss7 on expires °A Concrete Foundation W I ----- — -- - -- I I i the .s my hand and seal . Uj Notary Public Address - LOT X27 I 0 2453 AC I cn 002676 AC -----`-- - "-"-- — J N STATE 101 COLORADO } -- - -_ COUNT OF FAGLE ss Z ..�' O The f ,regoing Certificate of Dedication and Ownership was acknowledged befnri� me this _ day of _ A.D. , by _Z Russe 1 A Motta - - - -- ----- —� - My�•` - � - O I-�-- Wi tne�rsii 1 expires : my hand a e ndseal`- ------_--_._-�-_. N Ci .. Z Notary Public - °` ~ O Address : O (n Q ---------------- ro O LO Q PLANNING AND ENVIRONMENTAL COMNISSION CERTIFICl1iL L0 r. _ This final plat was approved by the Town of Vail Planning and Environ- ;Y Z °O mental Commission this _ - _ day of - ,A.D. , 1983. O Z J ATTEST- l own Clerk ( ha i rI;ran -- - - - - "` lown of Vail , Colorado Town of V,ril Planninq and T Environmental Colunu,;siun PIN a CAP LS 2183 `� C-D `)URVEYOR'S CERTIFICATE —LOT LINE TO BE ABANDONNED I do hereby certify that 1 aril a remstered Land ',irveyor licensed -ruder the laws of the State of Colorado, that try ,, plat 7s true, correct, and U7-/�/ complete as laid out, platted, dedicated and shown hereon. that Su--h ' TY EASE plat was Made from an accurate survey ri said property Ivy rie and a ,der , . S e MENT my supervision and correctly shows the location and dimensions of the q 36t �� / /�� lots, easements and streets of said subdivision as the same are staked LOT 25 27 \ upon the ground in compliance with applicable regulations governi n-3 the W PIN a CAP LS 2183 subdivision of land. 5� � \ In witness thereof I have set my hand seal this d{vy nE ,A.D. , 1983. \BUFFER CREEK 6 �( BPS 50 - - - - -,- ---- - - ------ -- - -5 9? 62 Danni e Corcoran I \ Colorado Land Surveyor No 1 =827 Z�c ' TITLE CERTIFICATE J CHAMONIX RD INTERSTATE 70 - PLAIN REBAR LOT 23 _ � � LO 2 4 _ _ _ _ does hereby certify that we have e:- (GARMISH OR ami ned the Title to all lands shown upon this pa 1 t and that Title to such lands is free and clear of all liens, taxes and encumbrances, e;- SUBJECT SITE cept as follows i WEST VAIL EXIT � I _ _ _ NOTES ---- — ---- ---- ---------- --- -- — -- - - -- — --- + OF VAIL BOUNDARY I BEARINGS BASED ON RECORD CALL FROM GORE CREEK A RESUBDIVISION OF VAIL DAS SHONE, FILING NO I AROSA 2 DATE OF SURVEY 8 /9/ 83 __---____- - --__ --- ----- __ _-- -------___ _-- - -____-- __-- DR ---- --_---- — _ ------ - --- ------- --- - - -- - --- '' * 3 MONUMENTATION AS SHOWN J Dated this day of , A.D. , 198" u VICINITY MAP 5 10' 20' 30` n SCALE I 'i = 10 ----------- ---- -- --------- --- By ny EAGLE VALLEY ENGINEERING & SURVEYING INC , 1000 S FRONTAGE RD WEST , VAIL , COLO. 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G _ _ }*Y " y + ' < 4,, ,� y y � A • ,I � V � � 1 } r • 1 1)o Remove storage Owner unit per Owner 1===74 Sam's Room Sam's Room 4-- Mitchell's Room Mitchell's Room 0 644:--------- j o i ,;� - 0 block 1.2 U. 70 0 tt 0 o— 4-1 4 1T > o , ; up 0 up > _ o j _ 01 o M C o 0 Storage closet a) 60 0 LL 31-6" 0,�3 1/2" 3,-0„ 31/2" Family Room Family Room y C-41 Shwr Laundr X1 Q\ C') , I Linen LCY n 4) Shelves Laundry/Mech. 9 IF10 0 Furred out Elec Panel Linen . i 4. 1 1 Exist. Bldg line 2 _14: r'1 LLD Shelves LL ........................ 7t- 4� BATHROOM OPTION o I N 0 6 6x6 wood post, typical Existing elec. Panel Furred out foundation wall Elec Panel Ti Existing crawl space access NOTE: Headroom in this area---- created by raised garage entry 20 o ' Guest Room Ito Low-headroom closet 01 M U) 5 Y2" 2'-2 Crawl Space Mechanical Equipment layout bj others Finishes per applicable code 10 I on 61_0" 7t-O" 1 10'-9" Field verify 8'-0" APPROVED BY THE TOWN OF VAIL DESIGN REVIEW BOARD 2 . REVISED LOWER LEVEL 1/4"=1'-0"' DATE PLANNER: 3.3o y 11 #-Oil -NOTE EXISTING LOWER LEVEL 1/4 =1 1CONSTRUtno"N Peel/Lanuenwalter Architects, L.L.C. David Mark Peel,A.1 A Kathy Langenwalter,A I X Interior detailing, finishes and materials, including material and performence SAALFELD RESIDENCE specifications, as selected and/or approved by the Owner. These incluce, but ox 1202 Vail, Colorado 81658 date Remodel and Exterior Addition are not limited to, floor finishes, doors, hardware, trim, stairway handrails, closet Tele 970-476-4506 Fax 970-476-4572 David Mark vi M S P.O.P.O. B0 Re 9 1 Lo Tele 7 project systems and shelving, fireplace mantels and hearths, built-in furnishings, Lot 27, Block A, Vail Das Schone,Filing 1 24718 Garmish Drive, Vail, drawn . ,A2 cabinetry, appliances, plumbing fixtures, bathroom accessories, light fixtures and Colorado, 81657 trim, and sound and security systems. Provide blocking as required for Groper sheet of installatibn of these items. Sound insulate floor systems and interior walls as determined by the Owner. V-2 Ye L. 3 W NOTE: Field verify TV recessed built-in location, width, depth and minimum wall Shelves above thickness with Owner's requirements. Desk Spa Tub Bath Flat ceiling Closet- Master Bedroom I+ Office o i Master Bedroom Flat ceiling Shwr Shaded walls indicate existing construction to be removed, typ. CD t 12 BATHROOM OPTION Built-in! -4- Shaded walls indicate, 4#7 dr. Rm. new construction, typ' Closet 4 - 0 Ll 4� M1 23 Rod/shelf Down-,, 4 Closet 5-6 1 6-7 W L� 3 '/Z" 7 4t CD Raised, insulated floor Up— Down A W X-10" 4'-0" 6'-6" Living Room f ( ( ( _ ' _� ( ; '7 { I Vaulted ceiling Kitchin Ridge line above 91 Kitchen Living Roam Deck Flat ceil 9±' l ( C4 , Cabinetry/ap liance j ! I ( I vow el, 01-009 L] layout by oth rs Soffit/shelf above ++1 C� Raised countertop 0 0 X towel. V-9" - 00 1 Down tow el 1'4' CL tow el. 31-6" — 0 E tos el V-9" -5 -0 1 tz -1 lop M 00 -Flat ceiling — Vaulted ceiling Concrete walk/stairs towel, 31-6,1,0 . I I U 060 T r ....... T-f Ul) -L 'ICubbies abo—IN", Concrete retaining walls 1< e; Down Vo Fdpost above tow el, 5-TA c Rod/shelf C14 Dining Room h C*4 Ch tos el. 3'-6" 1 Foyer Existing bldg line Flat ceiling 09-', Gas grill stub I O \ /� / X/0 Up C9 cr) tow el V-9" -— CV) E Up 0 0 E tow el 3-6"--2 0 0- 7 Up 3 Risers @ 7", typ.Rai ed loft floor above Raised loft flo r above 7- Dining Room Deck o Revise existin stairs Vaulted ceiling C) I -I ft floor LO NOTE: Wall elevations 5 1/2" 6#-0" determined by in-field measurement from existing finished grade. Walls are stepped so as to not exceed E Step up 18" R1 1 0 max. height of 36"for each wall. 0 �5 Garage Floor drain_ (1) Garage -jo� Floor drain 0 E 5- (D Handrail per code LU LO uj o I i > 300 0 0 0) 0 E M 0 14 W Storage Loft 2 W 0 0 E 0 (D 'D cm M Up 72 1 2 of TOWN OF VAIL APPROVED BY THE Down 10'-9" Field verify 8'-0" 8'-0" —D�IGN REVIEW BOARD 4; --------r 3_3.-o y DATE REVISED UPPER LEVEL 1/411=11-011 PLANNER: EXISTING UPPER LEVEL 1/411=11-011 ICONSTRUCTION NOTE PeellLangenwalter Architects, L.L.C. David Mark Peel,A.I.A Kathy Langenwalter,A LA." Interior detailing, finishes and materials, including material and performance SAALFELD RESIDENCE '0 specifications, as selected and/or approved by the Owner. These include, but P.O. Box 1202 Vail, Colorado 81658 date are not limited to, floor finishes-, doors, hardware, trim, stairway handrails, closet. Remodel and Exterior Addition -476-4506 Fax 970-476-4572 Tele 970 systems and shelving, fireplace mantels and hearths, built-in furrilshingA Lot 27, Block A, Vail Das Schone Filing I project 3 13 \C L rRaised lo S� Remodel Cabinetry, appNeifi6es,.-p1lumbing fixtures, bathroom accessories, light fixtires and 24718 Garmish Drive, Vail, Colorado, 81657, drawn A3- trim;'aid sound end siallfrity systems. Provide blocking as required for proper n instill on of the6b items. Sound insulate floor systems and interior wals as sheet of determined by the Owner.' i Dining/Guest addition Living/Family addition 1 — 3'-0" - r' 1'-0", typical 3'-0" -- - Sheet metal spark arrestor, painted SW-6107 lo — --- — I Stucco finish material —'c - R.S. 2x10 min. cap trim Ext.'R.S. plywood soffits SW-6107 SW-6321 I at 1 -0 overhang, typical ' SW-6117 New ridge el. 8035.9 ---- __.__ --• 6:12 roof pitch to Composition shingles \�� -- ---- --- T_-_-- -_ ---+ i I match existing typ. ` -- Roof cricket beyond 2x6 T&G cedar soffit • t-V + y 3' at -0" gable overhang SW-6117 2x12 with 1x6.shadow board - ';I I I / --- 1x4 headfjamb and -_ ? _ j R.S. cedar built up fascia typ. 1x6 sill trim, typical 13 `�� I - R.S. timber beam � -� ` � I SW-6117 SW-6321 // - + 18 0 I 2 I I 1 - i SW-6321 30 \ Gutter/downs out 1- Gutter/downspout lilt t — ---- ----- 15 ~ - - R.S. 2x12 band board -- - ' --- 19 ! ! 21 - I SW-6321 — I 16 ! i I -^ 1 17 iI j i ' I _ ! onzon a cedar s ip_ap - ! 5 II 12 _ t ( ( -----i , I( - O — ' _ _ , 1 —� —__.-.__ � t, I ((, ,! : l I' I'� I I I�-,I ,� � I I I{ i -I _ -.__ o� l I �--��---J- -- - ___---�SS�! I � -II-,i ,'( ,� �i I 1+I �I 1I►1 I 1 I I !f' i�I � i,�i I a�-I I ,._I'I I I, -�_�_��+�1!I► ___�_I,I"�j I �� _ I t rt r I-i(I�-�,-j_'I�I�__i�_T1 i t�'►a_I I I�_1( ji l�I j ,(i:I�__+'''�t'.-1l.t r i! f►1 fi I IliI�a�t�r'�.ji ilI'-�;I t+I f j ; I I-III-.-1 t i F. r'1,i:�I�(I I_„�:'-�.�'�I 1,i I>t I_ t-�Iij�I I I i �i1►!1I j 1jI�lI '_�' !-i f�,_r�±,I�+i r��I�Tl.r i i1-1,_�.� �II-!, I(I'I I;,I ;i-'I, �I-yI II��;,r,.I,I�I,� ,I siding _m-_ atoh Px_�s_tin _-SV” -W- L _ .-.--.-__— _ Stucco finish material SW-6107 3 --Y- ( F F'ni ea g I I ��e'`%ica/ � 1- l ! � � Stucco finish material SW-6107 ! r • _ _ __-- _ __ _�----- -- _-- _ _ - __ __ _ __ --_ � _ _ _ _ -• I , ----- �----- - -' ,` Lower Level el. 8012.0 . •• -so*- 1x4 headfjamb and ---- f Wood handrail: 6x6 posts, -— Wood beam re: structural -- - --- ;-- -Clad windows to match existing -Glass block in-fill 1x6 sill trim, typical 2x4 T&B rails, 2x6 top cap SW-6117 t SW-6321 and 2x2 verticals per code R.S. 6x6 min. wood post, typical _---- --- - R.S. 2x12 deck fascia SW-6117 SW-6117 SW-6321 WEST ELEVATION 1/4 10=11-0111 SOUTH ELEVATION 1/4 I - f r T -- Wood gable vent -- _ _ and i to da ight r owner r I - - L- - I I - -- �__ ' (; I;� I Horizontal ce ar s ip ap siding on garage door --- - -- - R.S. timber bracket SW-6117 ; I t Finished grade, typiCal Stucco finish on stairway _. ___________. R.S. timber truss SW=6117 retaining walls, typical � SW-6107 R.S. 6x6 min. wood post SW-6117 Concrete stairs on grade -- -% APPROVED BY THE TOWN OF VAIL s DESIGN REVIEW BOARD DATE: 4. NORTH ELEVATION 1/4"=1'-0" PLANNER: �C- EAST ELEVATION IGENERAL ELEVATION NOTES Peel/Lanoenwalter Architects, L.L.C. 1-5-04 DRB Sets i Building elevations are for graphic illustration purposes only. ' SAALFELD RESIDENCE David Mark Peel,A.l A Kathy Langenwalter,A.I A DO NOT SCALE DRAWINGS! Refer to structural engineering drawingsfor Remodel and Exterior Addition P.O. Box 1202 Vail, Colorado 81658 date w .. foundation wall steps, footing depths and footing steps. Tele 970-476-4506 Fax 970-476-4572 project Lot 27, Block A, Vail Das Schone Filing 1 In the event of questions regarding the work or discrepancies in the drawings, q e9 9 p 9 2478 Garmish Drive, Vail, Colorado, 8'1657 drawn notify Architects immediately. Do not proceed with work until all such questions sheet of and/or discrepancies have been fully resolved. i f , s lop Remove storage 11.2rj w 4'r 40 ir— unit per Owner - I E ? t y Sam's Room i � Sam's Room " 1 Li Mitchell's Room' , Mitchell's Room 0 --Glass block r , o 41— L- - -- _4+ o Ir ! Ca - as o �+ 0 0 Storage closet M ' I as T__ 4 LL r Y f I `i Family Room Family Room Shwr Laundry ti I I Linen , Shelves Laundry/Mech. I x Furred out foundation wall : _ �—' a Exec Panel ; ' Linen f Exist. Bldg line - � X Shjelve, � f .. .....�- �. BATHROOM OPTION ` I - -0 Existing elec. Panel— i 3-�Furred out foundation wall � Elec Panel Existing,crawl space access NOTE: Headroom in this area i I. ` Optional window ! created by raised garage entry 1 r ! • 0 Guest Room Low-headroom closet — - - I Craw! Space Deck line above l Mechanical ` i Equipment layout by others. Finishes per applicable code 't i ! - i I I i �n ers�oh W 7 VIS9 -LO Elk LEVEL i4„°1I-oft'. - — _ KONSTRUCTiON NOTE EX1STiNG LOWER LEVEL 1/4„-1 -o„ I Peel/Lang nw �etArchrtects. .L..L.C. i David Mark Peel, A I A Kathy Langenwalter, A I A. 'L interior detailing, finishes and materials, including material and performance SAALFELD RESIDENCE C specifications, as selected and/or approved by the Owner. These incluJe, but - P.O. Box 1202 Vail, Colorado 81658 date u R are not limited to, floor finishes, doors, hardware, trim, stairway handrais, closet Remodel and Exterior Addition Tele 970-476-4506 Fax 970-476-4572 Lot 27 Block A Vail Das Schone Filing 'I project _ systems and shelving, fireplace mantels and hearths, built-in furnishings, g c A2 abinetry, appliances, plumbing fixtures, bathroom accessories, light futures and 2478 Garmish Drive, Vail, Colorado, 81657 drawn l trim, and sound and security systems Provide blocking as required for proper l installation of these items Sound insulate floor systems and interior walls as sheet of determined by the Owner - i NOTE: Field verify TV recessed built-in - - ' location, width, depth and minimum wall Shelves above thickness with Owner's requirements. y Desk l �27 _ Spa Tub 25 �= 15� x271 .V ` Bath 14 Flat ceiling 16 -Closet, Master Bedroom E Master Bedroom - 30 _ Office ,, � Flat ceiling -Shaded walls indicate existing e \shwr. �--- v + Construction to be removed, typ �' BATHROOM OPTION � Built-ins 13 ---f �� ---- Shaded wafts indicate -� Pwdr. Rm. - new construction, txp. Closet 15 -- r' Rod/shelf ____-, + Down - S I�•� €; �° Cfoset 1=- 1 �` I Raised, insulated floo --- Down �II ` - if ,- ,` Living Room I - t I; } Vaulted ceiling 1 Kitchen { + a - _ --- i Ridge line above i t J _ _ _.__- -- Kitchen I Living Room Deck 2s ; Flat ceiling _ '-t ? �-.J. , � � „ _.i� � Cab}netrylappliance � � � } i bow el. 0'-0" _ } layout by others - — -=�— - Soffit/shelf above ► Raised countertop jam f�'' ' — 1_.,.i t tow el, .l r-g,� 0 0 ` Down -towel V-9" ( f 1 N 17 18 i { , OL y tow el 3'-6"' 1 ` tos el V-9" t i ! '`�- Flat ceiling Vaulted ceiling , #f Concrete walk/stairs ------ to e1. 3'-6" t - + _ M1 x'6. l 1 „ , � P r � Concrete retaining wails f1 �`' ; Down , ' a �^ lCubb�es above 10 �/ �g j 11110 d post -- �� _ � j Rod/shelf -Dining Room /� Z, ; towel, 5-3„<; � � , n € tD i ; Foyer tos el, 3 6 , { �, I Flat ceiling �-� --�— a us has gnfi stub } u _ o I towel. v-9” r \ € /l. pp + ` 1 u P — ; o tow el. S'-6„ ; 2 / up Rai i ed loft floor above -r r "{ Risers @ 7", typ. ,— Raised loft flo r above ---- - - , 1 1 r Dining Room , Deck 3 f,f Revise existing stairs x- .�7 �� , - �, i Vaulted ceiling 16 C 2 � � 1 -- L � i f in NOTE:Wall elevations Raised loft floor + �. determined by in-field measurement t --- from existing finished grade. Walls E i �{ - are stepped so as to not exceed } 1 i E Sp up 18" u � i o it max. height,of 36 for each wall. � _ I r p 1 ` 1 k its o / 2 # ' '�D p w C f4 Garage , 1 Floor drain: — Garage Floor drain (Q,?,.>x f r E C' y 11 • .Y. 'A A♦ E ' �{J i Handrail per code i ,fe qi'^' t �� i ��I�� ^Ir! I 4 -/ v�' 'r'r,W(_/I,� g Lu ,� uJ 1 /' 4\ - { -� a ` _ & ca/ {; Storage Loft III , f is p _! a z �{ E � i I Fr _ � W' t aLT t _zo f l ! i t ! L Down - ' ' 7 &f i REVISED UPPER LEVEL 114 4- off FAT x--- _ E ClSTING UPPER LEVEL 1/4"--1,-o„ 1 =CONSTRUCTION NOTE nwalter Architects. L.L.Q. 1 >�� p SAALFELD RESIDENCE David Mark Peel, A 1 A Kathy L_angenwaiter,A 1 A Interior detailing, finishes and materials, including material and erforntance specifications, as selected and/or approved by the Owner. These include, but P.Q. Box !202 Vail, Colorado 81658 date +, are not limited to, floor finishes, trim, stairway handrails closet Remodel and Exterior Addition Tele 970-476-4506 Fax 970-476-4572 doors hardware, nm, y g� Lot 27 Block A Vail Das Schone Filing 1 project fi systems and shelving, fireplace mantels and hearths, bunt-in furnishings, } cabinetry, appliances, plumbing fixtures, bathroom accessories, light fixures and 2478 Garmish Drive, Vail, Colorado, 81657 drawn A3 1 trim, and sound and security systems. Provide blocking as required for proper ., installation of these items. Sound insulate floor systems and interior"ails as sheet of i l i determined by the Owner. ' � V ME 0 STEEL HELICAL PIERS: Community Development a. Steel helical piers shall be designed and installed to resist the Dopartment i ;r-jI �t Building Safety & Inspection , , �-4 ��- , unfactored design loads as shown. Unless otherwise r � � � � � 8 —1 6 —0 '�`�:• E • / C recommended by the manufacturer, the factor of safety to bD applied TO 1W OF Yell, services I ; i :��G� 'ti�y� C9 to the design loads to obtain the ultimate load capacity of each Section 106.4,3,Uni: rm Bullft Cft Vatldlty of Permit.The issuarim El ; �;`�pier shall be 2. co p Or granting of a pernut or approval of plans,specifications and computations i 1 i ° : C") •2 b. Installer Qualifications: Installation shall be done by an authorized shall not be conswed to be a ' o .e- N •o N permit for,or an approval of,any violation of i r- •.> installation contractor. Proof of current certification with the any of the provisions of this code or of any other ordmat.ceofthe�urtsdictioa. i 'r--,1 I I 3K cs o.Of�N � manufacturer, as an authorized installer of the helical piers being Pemvts presuming to give authonty to violato or cancel the provisions of this I ; ; I I ;ry L — �0�'••"•"•p used, shall be submitted to the Architect or Structural Engineer ode or other ordinarcescfI%e jurisdiction shall not bevalid. i --------- P� prior to starting installation. The iss=—= cf a permit based on plans, specifications and other data shall ( 1 i P 9 not p.,vc-t tt a building official from thereafter requiring the cotrecuon of — C. A written installation record shall be kept for each helical pier, errc-s i i�--,.1 plans,specifications and other data,or from preventing budding including date of installation, location of pier, description of bad section, ope-1 ons being carved on thereunder when tit violation of this code or of number and diameter of helices and extensions used, overall depth anyo.herordmancesoftlus�urisdiction d ; 1) C �ro _j of installation from a known reference point, and installation torque �} _ I I � '`r _ — t 71 UN at termination of pier. INITIALS: G"-' DATE: 06r6 ° O7 °p d. Soil corrosivity and required mediation shall be determined by the I ; ; I `j I j I v Zo,00 geotechnical engineer and helical pier supplier, respectively. All piers 'n r �^.- ; ; i. , Z W°°1 CD t must have a minimum corrosion protection of hot di alvankation. T"`i r� Par G 1LG�Ct'1 _LKS or, HELICAL PIER LOCATION - c Z Z^n --j p p g i 1 W/ UNDERPIN BRACKET to ° oo,o, e. The steel helical pier system shall be ICBO (ICC) approved. Installing fa, rr '' ( � K 1- to CC contractor shall furnish evidence to the Structural Engineer bi �Q.q (� �-e WR� �e,� d 16 1 CC150-0121 (BY CHANCE) I Z to Go en means of the ICBO ICC evaluation report or "ER" number. ` � �� I OR EQUIV. ' SK Q z 0ZIw f. Acceptable tolerance(for)alignment of top of pier shall be 3". AIAJ J Piers exceeding this amount shall be removed and redrilled. Do (n �, not force pier tops into alignment. �(,(�� (j/� I(}^'1Q i�1�wf ('''�' �� I ; ; I v 0 00 N F ^ III MLO p r` ,��m rn.- I I N ; t 12"0 x 2'-0" � ? x°'� ' 24'-0 1/4" I I CONIC PIER CAP, �. ' m CIO I o x T TYP. � a>w i I � I 11 ' HELICAL PIER DESIGN SCHEDULE I I� 5K W UNFACTORED DESIGN LOAD: 0 TO 27 K 1qK i ��Q. 1.4 , HELICAL PIER LOCATIONS , , SQUARE SHAFT SIZE 1 1/2" SHOWN THUS, TYP. HELICAL PIER LOCATION 1 1--1 TUBE STEEL SLEEVE 2"x2"x3 16" Q• ; W/ UNDERPIN BRACKET 2_P ® � O / , , �� 2 CC150-0121 (BY CHANCE) CAP R 3/8"x2"x0'-4" ' ' - ; OR EQUIV. - ., , ° I w ate= RABBIT EAR STEEL (GRADE 40) (2)-#5's W/ 1 -0 I WELDED TO TS SLEEVE MIN. DEVELOPMENT o I I O 1 � _ _ _ _ _ _ I I 5K (N) (5)-2x6 COL. FROM ABOVE ------------ ---------------- M W O 1 1 � � 1 (N) TREATED 2x6 BASE L STL. CAP 1 — 3/8"x6"x0'-8" RUN CONT. OVER BRG. It 41 1 REMOVE (E) SLAB & FTG. ® PIER LOCATIONS AND REPLACE WITH (N) CONC. AFTER PIER INSTALLATION VERIFY E) T.O. SLAB — ------Y,-- — a—y------ ' ' ,. —�-- ' ' 1�-0 �i ,4 A 1 56 (E) SLAB SHOWN THUS ��/��/i��/��%� ��0�� W�� — -- /o�� BOLT PER MANUF. .., t' 1 1 (E) CONT. FTG. (BEYOND) TS SLEEVE PER SCHEDULE I ; I _ I C\2 HELICAL PIER BY t F� O OTHERS. I ° SEE PLAN FOR 2'-9 1/2" 00 I I ' LOAD CAPACITY w I r 3'-3 3/4",,3'-8 1/4' ( �M4 2 SCALE: 3/4" = 1'-0" I �K 1 3K CQ - - - - -� 1K mk [� F o I � ' I N ° I I I I designed by JOE COL. PER PLAN , , I K t K t4'-2 K JOE � I 1 1 1 drawn by 12"0 x 2'-0" checked by CONC. PIER CAP, ( i L� J issued TYP• 3'-6 1/2" 6'-5 3/4" 1/2" PERMIT 06/26/04 0 HELICAL PIER o o `� (BELOW) `��`i�i�`i�i o%��a�,, ' (4)—#4's x 1'-6 VERT. RABBIT EARS PER SCHED. WELDED TO TS in I I CAP R PER SCHEDULE NORTH %J Ili 10 „ BOLT PER MANUF. HELICAL PIER PLAN SCALE: 1 /4 " = 1 '-�" 12x2 -0 tr CONC. PIER CAP, TS SLEEVE PLAN NOTES TYP• - 6" 3" PER SCHEDULE sheet 1. REFERENCE SHEET S2 FOR FOOTING AND WALL ELEVATIONS AND DIMENSIONS. HELICAL PIER BY 1 OTHERS. 2. ALL HELICAL PIER DESIGN LOADS SHOWN ARE UNFACTORED TOTAL VERTICAL LOADS. ULTIMATE LOAD FACTOR SHALL BE 2x LOADS SHOWN. SEE PLAN FOR 1K = 1000 Ibs, SEE NOTES ABOVE FOR ADDITIONAL HELICAL PIER DESIGN SPECIFICATIONS. e LOAD CAPACITY 3. HELICAL PIER LOCATIONS INDICATED: 0 S2P 1 SCALE: 3/4" = 1'-0" 2-P JOB # 0401 -03 APR 29 2004 11 : 45AM HP LASERJET 3200 P• 2 KRMOONSULTANTS, INC. (970)949-9391 P O BOX 4572 (FAX)949-1577 VAIL,COLORADO 81658 b RECORD DATE. 4/28/2004 JOB NUMBER: 0401-03 PROJECT. Saalfeld Remodel ❑ RFI ❑ MEETING NOTES ❑ RESPONSE ® CLARIFICATION/CHANGE At the request of Dave Peel of Peel and Langenwalter, we have reviewed and approve the following changes -The addition of stairs to the south side of the deck -Please see the attached framing plan, and foundation plan -Please see the attached detail, 1/S, for stringer and post bearing connection -Please see the attached detail, 2/S, for stringer to post typical connection Let us know If you have any questions SIGNED: COPY TO: cl-.�—y— _z/'�2flol Joseph 51sh REVIEWED: OR .a Kimberly R McGh e, PE, CCE �;• e�l�• '0 AL ENG� x a P APR 29 2004 11 : 45AM HP LASERJET 3200 P. 3 C O _ 7 - o m W O til I O 7 /L _ 0 S ^ Z O O G) (n Z N v X iZ �I +�/ o � Z .i I 2 12's ® 1 O O —I 0Xb -VD\ y C � � OnON O -boo (n CA '9 O X Z p 0Ox ;u r- � � o m g °'=irncn J r y > > I 2Jo� Lo z o Z D r 3 -2x10 6 �00 LxZ- D gX9 (N) x O J O,r --I 1SOd S� ® 3 2x1 °�' +6' N 1 ti i D 1SOd S' x +ti F- c ® 0 x N o m Dm N D 0 51 8x12 l � N m z G7 o = z �N 2x1 's 16 0 O (n m a6 n .� II O 0 iOo T O - � z -, z 6x1 OPP D) 0 S�1 x9 (N) � k � lso d yS G7o y (• � Q 0 CL 4 Q = SAALFELD � < rn n. 0- ° o LOT 27 BLOCK ow N oo N m m 24 0 0 APR 29 2004 11 : 45AM HP LASERJET 3200 p. 4 0 --1 z — 1' 2 3/4" ( o_o ;n R N II 4'-3 3/4' /3'-10 1/2" I I r- 1- II D O p C() I I °° c N I+ 1 r— W I I N O z (A W D W X pp D D -C X OW v c/) 41 m D I D�f Oo > -o r— O N x 1 co N Z Z furl O m � O v a D ci 0�j 1` to O r N D Z O �7- m Or � O� —I— O D J � L I z X ,, N L - - - J 31, N 0 0 1' ip 0) Z Ln �co 5'_C 79-9" _0�� —I I` � , 2 16'-0" N p u I n 0 z � n m m c s � N I ' Q � SAALFELD RE I Cl) CD CD m a C Q 0 L4 l< LOT 27 , BLOCK A , VAII -th. 1--, �-, N ° ° 2478 GAR o -p.. VAIL, C APR 29 2004 11 : 46AM HP LASERJET 3200 P. 5 Boa 0401-03 SAALFELD REMODEL KRM CONSULTANTS, INC. SHEET ND. 1 OF 2 P.O. Box 4572 CALCULATED BY JOE DATE 04/28/04 Vail, Colorado 81658 CHECKED BY KRM DATE 04/28/04 (970) 949-9391 SCALE 3/4" = 1'-0 Fax (970) 949-1577 4x12 STAIR STRINGER PREFABRICATED OPEN METAL GRATING 3/8"Ox3" LAGSD EA./END) 6x6 POST, NOTCHED 2" FOR STRINGER [——— (2)-1/2"Ox9" LAG BOLTS FROM STRINGER INTO POST [--- [— ci 0 o: J 1� U U d e da d a d � d a e d 2'-0x5'-0x1'-0 CONC FOOTING W/ (2)—#5's x 4'-6 REINF. 4x12 STAIR STRINGER 6x6 POST, NOTCHED 2" FOR STRINGER 2,! (2)-1/2"Ox9" LAG BOLTS 1/2"Ox4" LAG BOLT FROM STRINGER INTO POST FROM ANGLE INTO POST L 5x3x1/4x0'-7" W/ 1/2"0 x 4" EXP. ANCH. u 1" SHIM AND NON—SHRINK GROUT 1 SCALE: 3/4" = 1'-0" S APR 29 2004 11 : Ahl HP LASERJET 3200 P• 6 DDB 0401-03 SAALFELD REMODEL KRM CONSULTANTS, INC. SHEET ND. 2 of 2 P.O. Box 4572 CALCULATED BY JOE DATE 04/28/04 Vail, Colorado 81658 CHECKED BY KRM DATE 04/28/04 (970) 949-9391 SCALE 3/4" = 1'-0 Fax (970) 949-1577 6x6 POST, NOTCHED 2" FOR STRINGER (2)-3/4"0 THRU—BOLTS 4x12 STAIR STRINGER 2" PREFABRICATED OPEN METAL GRATING TREADS W/ (2)- 3/8"0x3" LAGS EA. END 2 SCALE: 3/4" = 1'-0" S RECEIVED ' f APR 0 9 2004 PROJECT DATA GENERAL NOTES _ j I _ Lot Size =0.246 Acre = 10,726 SF Contractor is to visit the site, verify existing conditions, including utility t locations, hookups and stubs, and familiarize himself with all new work. In Allowable GRFA = 3,356.5 SF the event of discrepancies between the drawings and existing conditions, ; { notify the Architect before proceeding with the work. All work to be 10,726 SF x 0.25 = 2,681.5 SF performed in accordance with all applicable codes and regulations. GRFA allowance = 425.0 SF f Bonus credit - 250.0 SF The Contractor shall remove from the site and dispose of all demolition ALLOWABLE = 3,356.5 SF 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. E Existing GRFA = 2,569.5 SF The building and grounds shall be kept clean at all times Lower Level = 1,155.0 SF Interior detailing finishes and materials, including material and Lot 28 Upper Level = 1,155.0 SF performance specifications, as selected and approved by the Owner. ! Storage Loft = 259.5 SF These include, but are not limited to, floor finishes, doors, hardware, trim, ; ---Two new 6'-8' high evergreen trees EXISTING = 2,569.5 SF stairway handrails, closet systems and shelving, fireplace mantels and per DRB approved landscape plan. ' hearths, built-in furnishings, cabinetry, appliances, plumbing fixtures, Field verify prior to the issdance of Proposed GRFA - 3,286.0 SF bathroom accessories, lighting fixtures and trim, sound and security ; -- S 46 031132" E 57.17' temporary certificate of occupancy. systems Provide blocking as required for proper installation of these ____ _ Lower Level 348.0 SF items. Sound insulate the floor system and interior walls as determined j i I ' 8020 , 8010 ' / / Upper Level = 375.0 SF by the Owner. � � � // i � �,f` � � � Garage credit* _ - 6.5 SF* 0° / —� New additions 716.5 SF Mechanical and electrical systems design shall be the responsibility of the W �---� r; Existing GRFA = 2,569.5 SF General Contractor, required subcontractor or others as selected by the ***449J 10'-0" utility ease7ent / PROPOSED = 3,286.0 SF Owner Coordinate any required dropped or soffited ceiling areas with the ' Architect prior to the start of the framing phase of construction + ---- - a GRFA of NOTE: The current Garage\ i g °) 469.0 SF is being increased to 475.5 SF In the case of remodel work or new additions to existing construction, --- ---- —� \ / / b expansion into exists living area exterior finishes, detailing, materials, etc. are to match existing or as . Z GRFA. Since the Garage area is under selected and approved by the Owner and approved by the Town of Vail the 600 SF garage credit, g 9 M \ I r � rs° � / � � the living area Design Review Board. - \ GRFA is reduced by the difference. i _ -^-~--- �5•. Contractor to verify existing conditions and systems, including required haded ea mdicafe spa construction and equipment, f � _ �� F > l Allowable Site Coverage = 2,145.0 SF ventilation, relocated heating elements, p oNew over-framed /ow e��6nstruction, typ. ,�. 9, etc., and determine adaptability to new work. Field verify with the Owner I N I false dormer o _ 10 726 SF x 0.20 = 145.0 SF all existing windows to be reused in existing construction or relocated to ` the new work. Existing timber retaining' ( --' _ 6 y , / Proposed Site Coverage = 1,689.0 SF walls to remain. /�g00 S,o,, .' The Architect assumes no responsibility for errors, omissions and Existing = 1,299.0 SF applicable code requirements of consultants. The Architect assumes no .4:. ( Ja ' t. : - - New roof edge, typi yoca ,- New additions _ 390.0 SF erfo manse specifications ons andtthe' care of adjacent properties, i - New over-fined `� , ( 9 I PROPOSED - 1,689.0 SF p p components of construction safe • or false dorm �`," � � i p safety- for the Contractors failure to carry out the work in accordance with the New ridge Construction Documents. .�.. j — �el. 8035.9 New roof ridge heht(el. 8035.9)is r'' y� ''� The investigation of hazardous materials is beyond the scope of these 1 I ' calculated to moq restrictive condition, cc ! l l I the original, nat�qge!grade el. 8007.0)/ Architectural Services. The Owner shall be responsible for all existing i I , 1 , Therefore, new e' ( ' hazards on the property; and for the discovery, presence, handling, NOTE. See Revised Upper Level, Sheet A-3, EXistng les>edegtCe � T height is 28.9 S� Lot 24 removal or disposal of or exposure of persons to hazardous materials, for top and bottom of wall elevations for new waste or substances In any form on the property, including, but not limited retaining planter walls located in setback. �f I �,� I - _ - io to, radon gas, asbestos, asbestos products, etc. Not to exceed 36 In height, typical t °"' eptm ., y Ownership and possession of the original Architectural drawings shall Existing trees to \ co 1 remain that of the Architect. Reproducible copies will be provided at the be removed, typ. ° Owners request and expense. These drawings are not to be used on _-- �I �ndum . other projects except on agreement m writing and with appropriate ; New o er-frame , New DecN �^ I Concrete i toof n ge 1 X compensation to the Architect. Garmish Drive � � 1 � J J a 8020 ----�� j /// / f aspen slum 1 / ! I �� m ��Setback, t pi6 _ / � RECEIVED _ Lot 25 APR 0 9 2004 / 5 aspen 3 aspen �/q•�crabapple >fl ` R = 10002'' / P o box z �= 10°02'19" —-`— l f L 54.72' --� —� -- / 5 Q" util' ea�ment, tyP. _. ° 110.9 ' ' E / N 50 54 37 W ` 8000 � r - / 8 10 cc Existing trees ,- to remain, typ. Lot 26 O F C � j, r SITE PLAN 111=101-011 APPROVED Community Development Department Building Safety&Inspection TOWNOF YAIl: Services r Section 106A3,Uniform Do"010-Code,Validity of Permit.The issuance or granting of a hall not be conswedtto or be a pefmito I an approval ot any violation 0, any of the provisions of this code cre(m0 edw ordinance of the junsdiction. I'etmits presuming to give atttbtxlq 0 Mi011m or cowl the provisions of this code or other ordinances of the jtuisdlpi0e tdtall cot be valid. ,_, iR qua j not prevent the building official frees dweaRar requiring the correcd=of _ R 7tx issuance of a permit based m plans,sped5cationa and other data hall - r errors in said plans,specifications and other data.or from preventing bdidiog a , ° t t operations being carved on thereunder when in violation of this code of of any other ordinances o this urisd ction. //��J/l //1�J 4 ( /��j/(./ ( /V"' jd'Asti' ' INITIALS: —"� DATE:v"' °� <a';; 1 • Peel/LanaenwalterArchitects. L.L.C. ;PellYnit 349-04' SAALFELD RESIDENCE David Mark Peel,ALA. Kathy Langenwalter,AI. , ' -- P.O. Box 1202 Vail, Colorado 81658 date Remodel and Exterior Addition Tele 970-476-4506 Fax 970-476-4572 y - Lot 27, Block A, Vail Qas Schone Filing 1 Project � ` 2478 Garmish Drive, Vail, Colorado, 81657 drawn F 'sheet of, A r » " 1 CERTIFICATE OF OWNERSHIP A RESUBDIVISION 0 LOTS 27 AND 2BLOCK A Know all men by these presents that Russell A. tta and Patricia W. Anderson, being sole owners in fee simple of all l p that real property situated in the Town of Vail , Eagle County, Colorado, described as follows: A RESUBDIVISION OF VAIL DAS SCHONE FILING NO. I - � Lots 27 and 28, Block A, A Resubdivision of Vail Das Schone, Filing No. 1 , a subdivision recorded in the office of the Eagle County, Colo- TOWN OF VAIL , EAGLE COUNTY , COLORADO rado, Clerk and Recorder, containing 0.5129 acres , more or less , have by these presents laid out, platted, and subdivided the same as shown on this final plat under the name and style of "A Resubdivision of Lots 27 and 28, Block A, A Resubdivision of Vail Das Schone, Filing r No. 1 ," a subdivision in the Town of Vail , Eagle County, Colorado; and does hereby accept responsibility for the completion of required improvements; and does hereby dedicate and set apart all of the public CLERK AND RECORDER'S CERTIFICATE roads and other public improvements and places as shown on the accom- panying plat to the use of the public forever; and does hereby dedicate = 100 02'19 This plat was filed for record in the office of the Clerk and Recorder those portions of said real- property which are indicated as easements R = 312.32' GARMI S on this day of _J ,A.D. , 1983 at ___ _o'c l oc k M. on the accompanying plat as easements for the purpose shown hereon; L = 54.72' CH DRIVE Recorded under Reception No. ^_y� in Book -- at Pare and does hereby grant the right to install and maintain- necessary struc- CH= 54.65 E i - ---- --- -- - tures to the entity responsible for providing the services for which N 390 34' 51 E (50 ) the easements are established. Clerk and Recorder Executed this day of Eagle County, Colorado -- -- OWNER: ' PIN aCAP L S 16827 Deputy _ —�- _ - T Patricia W. Anderson PIN & CAP LS 16827 440 ,36 # 0011 by_"-`-- - 48.96 N E ' 125.00' Vail , Colorado 81658 , OWNER: - 76 04 PIN & CAP LS 16844 Russell A. Motta Vail , Colorado 81658 ZONING ADMINISTRATOR CERTIFICATE STATE OF COLORADO ) ss. l i r• P Y PP Y 9 COUNT( OF EAGLE This final plat is hereby approved b the Town of Vail Zonin ) Administrator this day of ,A D A TTEST* The foregoing Certificate of Dedication and Ownership was acknowledged I befor,� me this day of A.D. , by s , I ► Patri�_ia W. Anderson. I I Town Clerk Zoning Administrator I Concrete Foundation j Town of Vail Town of Vail My coilmission expires : - . i I Wi tne,,s my hand and seal . y Notary Public w; M I I Address : LOT 127 D 0 `° LOT 28 0 2453 AC I 0.2676 AC. _ r— __ _ — _^ ^_J N STATE OF COLORADO ) '`' — --- --- -_J O COUNT OF EAGLE ss 0 z The foregoing Certificate of Dedication and- Ownership was acknowledged C7 before" me this _ day of A.D. , by _Z Russe i l A. Motta. J_ My col imi ssi on expires: O IL Witne" s my hand and seal. N Ci W Notary Public H O O Address . " r i co Q LO �.� 0 Q PLANNING AND ENVIRONMENTAL COMMISSION CERTIFICATE O _ w This final plat was approved by the Town of Vail Planning and Environ- F z 0 mental Comirrission this day of ,A.D. , 1983. LO 0 Z ATTEST: (,hai rnian Town of Vail , Colorado Town of Vail Planning and 00 Environmental Commission �o PIN aCAP LS 2183 �� \ C:) ? ' SURVEYOR'S CERTIFICATE �\ -�--LOT LINE TO BE ABANDONNED �� I do hereby certify that I am a registered Land Surveyor licensed .ender y ' 71 the laws of the State of Colorado, that this plat is true, correct, and Y `\ complete as laid out, platted, dedicated and shown hereon, that such E /� plat was made from an accurate survey of said property by me and under SEMENT S A my supervision and correctly shows the location and dimensions of the fr' Sq + / / lots, easements and streets of said subdivision as the same are staked LOT 25 2?3g �� upon the ground in compliance with applicable regulations governing the W PIN & CAP LS 2183 subdivision of land. r /22 In witness thereof I have set my hand seal this __ day of 0 5 0 \ �- _ � ,A.D. , 1983. BUFFER CREEK �` �NSE S•97 62' Dann Corcoran � �e Ca co an Colorado Land Surveyor No. 11827 I „ / Zia TITLE CERTIFICATE A I s 1 , J CHAMONIX RD INTERSTATE 70 LOT 24 PLAIN REBAR LOT 23 j does hereby certi fy that we have e(- GARMISH DR amined the Title to all lands shown upon this pal and that Title to such lands is free and clear of all liens, taxes and encumbrances, ex- SUBJECT SITE p ce t as follows: t � r_ WEST VAIL EXIT NOTES ----------- - -- - -- - - (-.-TOWN OF VAIL BOUNDARY I. BEARINGS BASED ON RECORD CALL FROM _ GORE CREEK A RESUBDIVISION OF VAIL DAS SHONE, FILING NO. 1 ' AROSA 2 DATE OF SURVEY 8 /9/ 83 ;. DR 3 MONUMENTATION AS SHOWN - - Dated this day of A.D. , 1983. 7 VICINITY MAP 5' 20' 30' SCALE I c' By EAGLE VALLEY ENGINEERING a SURVEYING INC , 1000 S FRONTAGE RD WEST , VAIL , COLO. 7I� :,r. v e.,.., _ _ " `_ _, ` .. _ - - --` ____ -' _ ,- -•. _ .- --_ __, __ - - __ _ - __ - — __ „ °- -- .�, „,,,.. .. - -. -. -r•-,,...-,--,.,,.._-..._ ,.f �..o -ate r..a... •-i_ _ x r,.• ,b...- ...-., ,. _ -, __ ,- T - .. . - s ..- � -, ,. - _. - F _ .` _ _ _ i m_...� - __ __ _ __ _ '� 0 le Q LIJ• ; ` } k_Y L 'A ; 4 0 } '1 .. , Y lry 3 ' " T ° r - . W A' '^ J T 3 t - J + ` 4 n ` I n ^, t • r O 1 f � - W Ip f W a >> r W oe `J ca 1 a p ,,'z", .l N o z a. a II r �� N m k' = S+ U""O` i ' f+ No , * z O cU •U a O 1+ w 1r O r -"i-a .. w b bD f1 tw Cn _ ® a - `` Y LO w (U aoj ej w a p > Q w x,+'rrs.r w Ld ao N ar G ,a! a G m a a U U J t 'u x a V w 0 O J O U 0 Z O O - J � R: O t fJ a • t? 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N �+ a bo >� ar e96 8b , £ t,1 0 i 1-14 41 >, 0 � !. �' - U aC cJ�O ca �, a ? r. a a s+ u a' a� 'r> R o m � a, e05'S£ 3 e 9£c� O CO a a `I } _ i C rJ >, N tiN � � 3 _ N 3 co a cn u a N b `�� t .+ Ltl u 1 :� m pow 96 - -- - 3 > Np r _ 0 A kb te It 3 Z m W tl > O, � a cr 4 .j „ U) 0 0 3 sue+ o -a` t "' .... -••-� N N N p cV a >. >, 1 8 O C C C C}, m ti m o o U [ 1„ U r+ a s+ wt__ M O m a C) C7 Z N p C} " ei '-1 G fJ G ` O to > y O VI ^ aj f i j U u O „ o 14 a) �,, W °O a' c a5� �ao H�s�wae� W W �° A ac4 � y " ai � � avv .c ' ,a to , v M a a o a O 10 1 C+" 0 V > O 'f b O �` U O w (.109 3/11 1 u H O�' �'- a HASI W bJ 6 b tl.� O> 1; U 'o `�' W �" 4 o> w t F_4 a U u.w Mr a s ' _ o � u ` w o GHEE ,' ; - HEET H o u a �+ , H a o n a , O a a > 3 � , ca O a „ � n , 71 R A ° * 7,1.�%�''4 to 4 F, _ s q r .. l k a '4 _ iY ° _ _.. } ` • M1 -s,. .+..e...-..-.-P-... w- -.r .__a -s d_'-"_ _ . - - .- - .. - -. _-- . , - -.. - T o.._ _ "' _ _ __ _ - _ _ _ _ _ -... -r ---..-.-..-.- --° - -• r---. _ _. .-.-....-.-+--.. ...._ j .>x- r-• -' - _ .• - - - -,-... .. .. - _ _ ,._ _,- -•-_ _ "_ _ ".^+,^ -r_ _.. r-_.. ... ,.... - -..--,-.-e.r.-.. _ ._._ - .-.. . . .._ -_ _....P ..e -. ...- . -, „m.....-.- ..- ._._`-r.-. .,< -.'r.-_,,.r-`--`a' v i s x 10 Remove storage unit per Owner. 11 I rs Sam's Room Sam's Room , Mitchell's Room , Mitchell's Room Cr 0 c� v —Glass block s � o 0 7 U. -�---- _ 0 up up ° ffbV4& 1 U(," c� 1 0 o Storage closet a o o Oro LL Kk b zars 3-6 r'31: _, 3-0 , F,4a for Fe I �. Q U,gG Se I N �r,e R,, PX 3 /: •zJ � � �'l �G 3�o.q.�.�� 31o.a.(.3�.316 q • •� o I o Family Room M, ( Family Room 7i�--� 7 Shwr Laundry An 0 i �af W Linen U �� ° - - — _- :. ----� c4 , ff 4) Shelves I I, i LaundrylMech. -N��06 m �' 4 � I 10 _ low s a t 3 / 2 2 Y�i�" l �• 4 tf) DO O M ' l/� I 4 , ikA � a ^ } { ° Furred out fou dation wall V E r ec pa na l n Linen •� i -- 3 0 -�------ Exi t. Bldg. line U_ 0 — _ _ I --# BATHROOM OPTION. 3 -�---- - -- =-- 4 O 3 6x6 wood post, typical Existing elec. Panel-- I I to Furred out foundation wall, _ Elec ane! ; P ^"_ ` �� I Existing crawl space access NOTE: Headroom in this area- �� I r created by raised garage entry �(� CIA rt a a ` Guest Room - - ---- -- ---- - w Low-headroom closet 4 > o , c� � 0 0 G Ln 5 %Z" f 2'-2N o bCJlr' r�.IN, - Crawl.Space Mechanical Equipment layout by others. Finishes per applica3le code O 7'-0° 1'-091 6'-0" 1 10'-9N Field verify, � L REVISED LOWER LEVEL 1/4 -o"; _ c-1o2 • ',//llllllliflll94,, EXISTING LOWER LEVEL 1/4"=1'-0" • RUCTION NOTE eel/La enwa er L.L.C. �P _n9 It �r6hiteats, [drawn David Mark Peet,A.t>'�. Kathy Langenwalter,A!A.Interior detailing;finishes and materials, including material and performance SAALFELD RESIDENCE 4 spec�cations,,as selected and/or approved by the Owner. These include, but N . P.O. Box 1202 Vail, Coloraado 81658 date are not limited to,`floor finishes, doors, hardware, trim, stairway handrails, closet Remodel and Exterior Addition Tele 970-476-4506 Fax 970-476-4572 systems and,shelving, fireplace mantels and hearths, built-in furnishings, Lot 27, Block A, Vail Das SChone Filing 1 project cabinetry, appliances, plumbing fixtures, bathroom accessories, light fixtures and 2478 Garmish Drive, Vail, Colorado, 81657 trim, and sound and security systems. Provide'blocking as required for proper installatibn of these items. Sound insulate floor systems and,interior walt as ' sheet 'of „ determined by the Owner. I i .Tw^r-.r•rona.r..-s*s-.- r..+r-.... , .a+r . -._ _,. -_.-.... .......... .-...rr.........-.... .c.a _. _ .-.. ..«- . .__ - m-•r«- _ ...m ..-. ..nr.-. ..+ - ..._- ..m_ .. z =s -' ___..._...- .— .. ,. -- _ __ ..-...._ _ `.-..- .. n . _ _ _ -__.--.....-n... �__-'_ -•-v' - _ � •_--...__.. m-,m.,- _... ,-.-«n ...._._=v----.a-,-.- -...-ae.r+++•+-: r-rvmmayy_.,,..-�w.--+•.-s."r+++^ �'..'^. -,_.-r._. -nr.--.._ ... _� -^---- : _T._ -m.- _,-- -. _--..- - ,. .-.-...--V-t-+,. _._`. __ ,.-n �r .........._..._.x.... y +___. _ y .., ...- - ... ^[ ..-_ -._...--- z .-... - ... _ _ - .., m.- --O- M...r- -� - ..•.-.er+ -a-.....--•--,.+-r ._.. r--e'n�.--...... -.__ a- .....- ... . .-..+. ......-,.n - _ .. '- - _ c-.n--vm- .-.mn s--•--'>^.+'. • r � e , r 1�,3 �� r , l NOTE!,Field ven'fiy TV recessed built-iii f _V 00f location,width, depth and minimum wall, Shilvbs abdve` a thickness with Owner's requirements. 27 Desk Spa Tub I Bath Flat Flat ceiling, 16 Closet Master Bedroom r : . ...� r� office.. o Master Bedroom 00 30 Flat ceiling 0 ---- --- Shaded walls indicate existin 28 shynrr. construction to be removed, typ. ' _ ��, 12 -- BATHROOM OPTION Built-ins -- -Shaded walls indicate; dr. Rm. construction,l _ new con typ, Closet 15 Rod/shelf s r r Down ` , "Closet --- I (. 3 /I _ ! } ` Raised' insulated floor 0 Up Down �a c t 41 w ' - Living Room I C ' + Vaulted ceiling = •e "� Kitchin �rt •-�' a s I I . r It Ridge line above S• 6(Q • 3 �� •�' l l " ! Living Room Deck 2g Flat ceiling 2.`( Kitchen, LI I g o O Cabine /a fiance N _ 1 � = C� } _ � p f I et- 0'-0" ❑ layout by oth rs i 1 '19 20 R ` I - --- Soffitishelf above. t - _ 1 I N CM 4 O O ,/ _ �� r ' � � -; Raised countertop" r �-- / towel. 1'-9" � c ' i 0 Down tow 0-i. 1'-9" i ° CL f towel. 3'-6,. . �. i °E tos el. 1 -9 , N e �e Concrete walk/stairs towel 3'-6' Flat ceiling Vaulted ceiling _ r Q Ln �. ar ; Concrete retaining walls Down Q Cubbies above ` . o d post co 1 Q �• ,� 15 Bench Rod/shelf �y • ! - r tow et:5'-3 �Q OA t Dining Room ! � � Q � r — —.— - . 1 "tos el. 3'-6" '"' c o Foyer 9 - .............. ,� Existing bldg. line- - _ __- l r + �' - �; ''' Fiat ceiling. -� "� 3 7 �N Gas rill stub ' o N cQ O - g Up I M s tow el_, Up _ a a towel. S'-6" __ a A � 1 \� u 3 Risers @ 7";W. Raised loft flo r above ---- -- Up Rai'-ed loft floor above j I Dining Room Deck c i o Revise exlstin stairs — ` - rr Vaulted ceiling r- ! Raised loft floor ~ NOTE: Wall elevations (+/-) Se, lost � 3�g'� �1(4 5 �� 6'-0" determined by in-field measurement` ' i , ? . .� �rZ � CH1�2�L.�.b f.¢.c� r R�� from existing finished grade., Wails \ i are stepped so as to not exceed 51 �tf X � P�,�' �`� Q� I j ff o Step up 7$" max. height of 36" for each wall. ,,�, ` •''rr, ' I , co , o coat `T 3 N ' '6 'l c ca � qS `��5 '`' �.7iara a tot Floor drain Garage , Floor drains - o g Handrail per code CM -# W i - > \ o 1 .0 o q I E ca I to 13 .Storage Loft a W i E - -- r I � � U p } - 13 p� COtp��.,, a Down 12 10'-s" Field verify 8 FT r l • � �= C-1602 r s EVISED UPPER LEVEL till 1111111"10 EXISTING UPPER �. VEL 1l4"=��-o" DC�NS' 'R1C' `It�N NOTE - ` b ` PeWlan„oe#�Yft�liter Ar ltects, L L.Q n David Mark Peel,A.I.A. :Kathy Langenwalter,a.1.A. *, o` lnteriQrd+e lilutg, fnishesand materi ;including material and performance SAALFELD RESIDENCE . sp cif atic�rrs"asa;�eleCted artdlor approved bythe Owner. These include, but RernOdel and,E;Xterlor.Addit'ron P.(�: Box 1202 Vail, Colorado, 81658 date ' " are not Wntt�l to.,floor finishers, boors, hardware;trim, stairway handrails, closet r �Tele 970-±478�45E'it3_ Fax 970-47f►-4572 systgiim arts,*,��,' I�tala;,e maltataels and hearths, built-in furnishings Lod 27, Block A, Vail Das Schone F 1in� 1 �'�� c*nf*Y#a 0%0cam,oktnbft fbdures,hethroom A-ccessones. light factures and 2478.Garmish Drive, Vail, Colorado, 81857 drawn t% tir;ai l l d 41i0a ji=y systems'. PreMde blo0ing as required for proper ' ` of ft%10 Ite"• Sound insulate floor systems and interior wallas as sheet of G d 1104 *f1i owner. F Qiriing/Guest addition: Living/Family addition 1'-0`'i typical" Z-011 _ Sheet metal spark arr'estor,'pa1nted-,SVS//4107_ NatuccoJfinish material r R.S.'.2x10 min,cap trim Ext. R.S.plywood soffits I W-6i0T �� $W-6321 .,at 1-0" overhang, typical ' - SW.81171 ., J _New ridge el. 8035.9. composition'shingles, �� 6:12 roof pitch'to match ewsti g, typ. Roof cricket beyond` /' 2x6 T&G cedar soffit. r \ ', at T-0 gable,overhang SW-6117. -2x12 with_1x6 shadow board', ,.�� =-- 1x4 headrjamb and 13 R.S. cedar built u fascia, /` 1x6 silt trim, typical, R.S.R.5.timber beam � p �`z � tYP�. _ SW-6321' - _ � _ - - � �SW-6321 Gutterldowns cit� Gutteddownspout. � — R : T � 4 15 .S. 2x12 band board , 16 (17� 19 21 SW-6321 `—� O 0 ouzo ce ar s i a Sidina to Match Pyistinq 42 14 o ► _ _ _ __ - _ Stucco finish material SW-6107 3 f O O k shedgde % f -- g lcal -SEtiNcx o finish material_ 1 "8107' �- Lower Level el. 8012.0 ' 1x4 headrjamb and - Wood handrail: 6x6 posts, r- Wood beam re_:'structurai --, Clad windows to match existing. -Glass block in-fill 1x6 sill trim, typical 2x4 T&B rails, 2x6 top cap SW_ *1,7 SW-6321 and 2x2 verticals per code ,R_S._Bx6_min._wood post, typlca) - �=. - R.S. 2x12 deck fascia SW-6117" SW-6117 SW-6321' WEST,ELEVATION SOUTH ELEVATION 1/4"=1'-o' u Lit heat-lope f • C r F F r i f, i an pip,2 to daYffight per owner -J, 28 29 - il 11 Fiofliontal cedar shiplap sidina on Garaga door v t F _ R.S. timber bracket M6117 LA Finished grade, it / A _Stucco finish on stairway — R.S. timber truss SW--6117; retaining Walls, typical _ ' SW-610 R.S.'6x6 min. wood post`SV11- 1 t7• if Coto Concrete stairs on grade t � ,g� r a � -1602 i NORTH ELEVATION r ` 77177777111�h EAST ELEVATION 1/4"=1'—O!',,- GENERAL ELEVATION NOTES a - r .P el/ an Mfr-hitects. L.L.C., Building elevations are for graphic illustration u oses on David Marie Peet,A.t.a. Kathy Latgenwatter,A.t.a, _ p n►. SAALFELD RESIDENCE DO NOT SCALE DRAWINGS! Refer to structural engineering drawingsfor R @1'1'IOdel MCI EXet lt3� Addition P.O. Box 1202 ' Vail, Colorado $1658 date ' foundation wall steps, footing.depths and footing steps..- Tele 970-476-4506' Fax 970-475-4572 s b Lot 27, Block A, Vail-Das,Schone Filing 1 project _k In the event of questions regarding, work or discrepancies in the drawings, _ 2478 Garmish Drive, Vail, Colorado, 81657 drawn z notify Architects immediately, Do not proceed with work until all such questions andlor discx+epancies have been fully resolved. sheet of,. , F - GENERAL NOTES- Saalfeld Residence Remodel JOB #0401-03 I. Laminated veneer lumber (LVL) shall have the following minimum properties: GROUT: 1. Flexural stress----------------2600 psi 2003 IBC FAS'TENING `SCHEDULE (TABLE 2304.9.1) ABBREVIATION LIST - DESIGN CRITERIA. 2. Modulus of elasticity------------1,900,000 psi a. All grout beneath column base plates and steel, beams of bearing shall + Y 3. Tension parallel to grain----------1850 psi be non-shrink, non-metallic type grout. Grout 'shall have a minimum s Roof Live Load (Snow) --------------------------80 psf 4. Compression parallel to grain-----2310 psi compressive strength of 2500 psi. CONNECTION FASTENING a- m LOCATION p0 RED/ - Roof Dead Load___ ______ ______150psft 5. Compression perpendicular to grain A.B. ANCHOR BOLT O��•••'•••sfF (parallel to glue line 750 psi GENERAL REQUIREMENTS: Floor Live Load 4 pS (p g )-------------- P 1 Joist to sill or girder 3 - 8d common toenail A.F.F. ABOVE FINISHED FLOOR �pv�`{ R' ll�•.�Fa Floor Dead Load --------------------------- --15 psf(/ 6 Horizontal shear---------------285 psi 3 - 3" x 0 tat" nail A.F.G. ABOVE FINISHED GRADE a. Structural erection and bracing: The structural drawings illustrate the 3 - 3" 14' age staple ADJ ADJUSTABLE i Deck Live Load -------------------------------100 psv 7. Connection of multiple-member beans. a 9• 9 . g 23199 • P p_ completed structure with all elements in their final positions, properly 2 Bridging to joist 2 - 8d common toenail each end ANCH. ANCHOR Deck' Dead Load ------------------------------10 psf A To loaded beams P P ' supported and braced. The Contractor, in the proper sequence, shall " » • r ` , Basic Wind Speed -----------------------------80 mph (Exp. B) i) For members 12 deep or less, nail each member PP P P q 2 - 3 x o tat non APPROX. APPROXIMATELY Seismic Zone --------------------------------C to the next with 2 rows of 16d nails at 12 o.c. provide shoring and bracing as may be required during construction to 2 - 3" 14 gage staple ARCH ARCHITECT �0 UBC Edition ---------------------------------1997 ii) For members greater tian 12" deep, nail each achieve the final completed structure. Contact the structural engineer 3. 1" x 6" subfloor or less to,each joist 2 - 8d common face nail BD. BOARD NA1. member to the next wth 3 rows of 16d nails at for consultation (not in contract) as required. , Wider than FOUNDATION DESIGN- 12" o.c. b. Existing structures Contractor shall be responsible for verifying 4 n 1" x s" subfloor to each fast 3 - Sd common fore nail BLDG BUILDING • B. Side-loaded beams dimensions, elevations, framing, foundation and anything else that may 5 2" subfloor to joist or girder 2 - 16d common blind and face nail BLKG. BLOCKING 2 54 a. Design of individual and continuous foo ' gs is sed on a t) For two or three member beams, nail each member effect the work shown on the drawings. Underpinning, shoring and s sole plate to joist or blocking tsd at ts" o.c. typical face nail BM. BEAM maximum allowable bearing pressure o 000 psf (dead load plus full to the next with 3 rows of 16d nails at 12" o.c. bracing of existing structures shall be the resonsibility of the contractor. 3" x o tat" Wall at 8` o c BOT. BOTTOM ii For four member beams bolt through with 2 rows C. Dimensions: Check all dimensions against architectural drawings prior 3" 14 gage staple at 12" o.c. B O.W. BOTTOM OF WALL live load). ) g _ - BRG. BEARING of 1 2 diameter bolts at 12 o.c. to construction. Do not scale drawings. C - b. Footings shall be placed on the natural undisturbed soil, or compacted / Sole plate to joist or blocking at braced 3 - 16d per 1s" braced watt panels CANT. CANTILEVER p, V Co in) For beams consisting o more than four members, d. Construction practices: General Contractor is responsible for means, wall panel » structural fill, below frost depth. ) g p 4 3' x 0.131 nail per 1s - C. This foundation has been designed according to the design contact structural engineer. methods, techniques, sequences and procedures for construction of ( )- p C.J. CONTROL JOINT 'N o 0 recommendations set forth in geotechnical report V-3046G by M. Framing Notes: this project. Notify structural engineer of omissions or conflicts (4)-3" 14 gage staple per ts" CMU CONCRETE MASONRY UNIT 0 z oo to r Inter-Mountain Engineering, INC. The contractor shall follow the construction 1. Exterior walls: " between the working drawings and existing conditions. Coordinate 7 Top plate to stud 2 - 16d common end nail CEM CEMENT U ¢p Co cc 00 E requirements from this some report. A. All exterior walls are 2x6 studs ® 16 o.c to a maximum requirements for mechanical/electrical/plumbing penetrations through 3 - 3" x g ge, nail Z �UJ v I I 3 - 3" 14 gage,staple CLG CEILING _ •v ` d. Provide continuous foundation drains around the perimeter of all height of 12'-6", 2x6 studs D 12" o.c. to a maximum structural elements with structural engineer. Jobsite safety is the sole CENTERLINE C z z basement walls and at the base of retaining walls. Contact height of 14'-6", and (2)-2k6 studs 0 16" to a maximum responsibility of the contractor All methods used for construction 8 stud to sole plate 4 - sd common toenail CLR. CLEARANCE Vi � vi °° rn rn geotechnical engineer for details height of 17'-4" unless otherwise noted Walls taller shall be in accordance with the latest edition of the UBC. 4 - 3" x o 131" nail COL. COLUMN �1") X e. A representative of the geotechnical engineer shall verify soils conditions than 17'-4" shall be framed with manufactured parallam a It is the responsibility of the contractor to contact the structural 3 - 3" 14 gage staple Z 00 M x CONC. CONCRETE E 00 �o a and types during excavation. studs, contact engineer for spacing requirements Cap engineer at the appropriate time to perform site observation visits. Q ��L 2 - tsd common end nail CONN. CONNECTION t- � Construction of the foundation may not proceed without verifying these with a double top plate instilled to provide overlapping at Observation visits to the jobsite by the engineer are for determination 3 - 3" x o 131" nail CONT. CONTINUOUS _J a� corners and at intersections with other partitions. If of general conformance with the construction documents and shall not C i values. Report any discrepancies from original findings to 3 - 3" t4 gage staple CONST CONSTRUCTION , structural engineer for re-evaluation of foundation design. overlap is not possible, strap top plates with metal strap be construed as inspection. 'p, ties (Simpson ST292 or equivalent). f. Though every effort is made to provide a complete and clear set of 9 Double Studs 16d at 24" o c face nail C P. CRIPPLE POST Z 3" x 0131" nail at 8" o c DBL. DOUBLE Q ' B. Gable-end walls shall be balloon-framed to the bottom of construction documents, discrepancies or omissions may occur. 3" 14 gage staple at a" o c cV 00 rn r rafters or end-wall trusses tnless approved b engineer. g p p e 9 OET. DETAIL U _ rn V)U-) Release of these drawings anticipates cooperation and continued n PP y g 10 Double to plates 16d at 16" o c typical face nail DIAL. DIAGONAL p � REINFORCED CONCRETE: C Floor or roof framing embeis must be aligned to bear communication between the contractor, architect and engineer to p p 'd- provide ► I 9 9 3" x 0131" nail at 12" o c DWG. DRAWING °D within 5 inches of the studs beneath. the best possible structure. These drawings have been 3 3" 14 gage staple at 12" o c 4.1 x O a. Concrete design is based on the "Building Code Requirements for D. Provide 7/16" thick APA rate) sheathing (plywood or prepared for the use of a qualified contractor experienced in the DWL. DOWEL U m U os rn Reinforced Concrete (ACI 318-95) OSB) rated 24/16, exposure !, at exterior face of exterior construction techniques and systems depicted. EA. EACH 3 ��. Double top plates 8 - 16d common lap splice E.J. EXPANSION JOINT O X b. Structural concrete shall have a minimum 28-day compressive walls. Block all horizontal joirts and nail panels with 8d nails 12 - 3" x 0.131" nail " a ti strength of 3000 psi. spaced at 6 along panel edges and at 12 along intermediate ELEV. ELEVATION N a,> 12 - 3" 14 gage staple typical face nod � C. Concrete shall be proportioned using Type 1-11 sulfate-resistant cement. supports ENG. ENGINEER Admixtures containing hloride salts shall not be used. E. Provide 3 -2x10 headers ove- all door and window CONNECTION SCHEDULE 1t Blocking between joist or rafters 3 - Sd common toenail EQUIP. EQUIPMENT g ( ) to top plate 3 - 3" x 0.131" nail " d. Cold weather concreting procedures shall be provided as recommended openings, with one 2x6 trimmer and one 2x6 king stud ® 3 - 3" 14 gage staple EQUIV. EQUIVALENT in the ACI Manual of Concrete Practice each end, unless noted otherwise. SIMPSON HS t. e. Anchor bolts for beam and column bearing plates shall be placed with F. At beam bearing ocations in stud walls, provide multiple- 12. Rim joist to top plate Sd at s" (nail at o.c. toenail (E) EXISTING 9 P 06 SIMPSON LSSU210 3" x o 131" nail at 6" o c. (E) EXISTING setting templates. stud posts equal to width of bearing member unless 3" 14 gage staple at 6" o c EXP. EXPANSION f. Expansion bolts shall be located at a minimum of 6 bolt diameters noted otherwise. © SIMPSON JB212 13 Top plates, laps and intersections 2 - 16d common face nail EXT. EXTERIOR from concrete edge and spaced at 10 bolt diameters unless noted 2 Interior load bearing walls: DO SIMPSON LUS210 3 - 3" x 0.131" nail F.D. FLOOR DRAIN " otherwise. A. Interior load bearing walls are 2x4 or 2x6 studs (as 3 - 3" 14 gage staple FDTN. FOUNDATION pG-� g. Anchor bolts for wood sill plates shall be placed at 4 -0" maximum indicated on plan) ® 16 a with 1/2 gypsum EO SIMPSON EPC66R 14 Continuous header, two pieces 16d common 16" a along edge FLR. FLOOR spacing with one anchor bolt at 12 from each end or corner and wallboard both sides unless roted otherwise. Cap with a 15 ceiling joists to plate 3 - 8d common toenail FRMG. FRAMING a minimum of two anchor bolts per piece ' double top plate installed to provide overlapping at FO SIMPSON PC66R 5 - 3" x 0.131" nail FTG. FOOTING H i h. All exposed edges and corners shall be chomfered 3/4" corners and at intersections with other partitions. If © SIMPSON U61OR 5 - 3" 14 gage staple GA. GAUGE i. - Concrete floor slabs on grade and on metal decking supported by steel overlap is not possible, strap top plates with metal strap 16 Continuous header to stud 4 - 8d common toenail GALV. GALVANIZED framing shall have sawn or tooled control joints at a maximum spacing ties (Simpson ST292 or equivalent). OH SIMPSON ABE66R of 15 -0 in each direction. Locate control oints alon column rid B. Floor or roof framin members must be all ned to bear 3 - 16d common minimum, Table 230810 4.1 face nail GEN. GENERAL J g g g 9 17 Ceding joists, laps over portions 4 - 3" x 0131" nail •� I NOT USED G.L. GLUE-LAM W lines where possible and provide slab isolation oints around columns. within 5 inches of the studs beneath. (See section 230810.4 t, Table 23081041) 4 - 3" 14 gage staple GYP. GYPSUM GYPCRETE j. Concrete coverage for reinforcing steel (ACI 31�95) „ C Provide (2)-2x10 headers over all openings in wall, with J USE ABE88R IF RS POST HDR HEADER/ 1. Concrete cast against and permanently exposed to earth 3 VI one 2x4 or 2x6 trimmer and one 2x4 or 2x6 kin stud 0 SIMPSON ABE88, s. 3 - 16d common minimum, Table 2308.104.1 face nail 9 P Y P 9 18. Ceiling foists to parallel rafters each end, unless noted otherwise. K SEE DETAIL 7 S3 (See Section 230810 4.1, Table 2308 10 41) 4 - " x gage nod ✓ � / HORlZ. HORIZONTAL 2. Concrete exposed to earth or weather 4 - 3" 14 gage staple O r, A. #5 bar and smaller 1 1/2" D. At beam bearing locations in stud walls, provide mulitple- HT. HEIGHT , B. through 18 bar 2" stud posts equal to width of bearing member unless © SEE DETAIL 9/S4 3 - 8d common toenail INT. INTERIOR i . � 9 # P q 9 19. Rafter to plate » " 3. Concrete not exposed to weather or in contact with ground: noted otherwise. 3 - 3 x 0131 nail p� A Slabs, walls, joists (#11 bar and smaller) 3/4�� 3 Floor Construction (see section 2308101, Table 230810 t) INV. INVERTED 1 > 3 - 3" 14 gage staple K KING STUD B. Beams, columns 1 1/2 A. Provide 3 4" thick APA ratec Sturdifloor rated 24" o.c., 2 2 - 8d common face nail M"'� ' / / 20 1" diagonal brace to each stud and plate JST. JOIST tongue and groove exposure 1. Glue and nail panels to all #3 CONT. IN EA. 2 - 3" x 0131" nail REINFORCING STEEL: su orts with 8d nails spaced at 6 along panel edges and at NOSING 2 - 3" 14 gage staple LAM LAMINATED 4 �p P g P g 21 1" x 8" sheathing to each bearing wdl 2 - 8d common face nail LLV LONG LEG VERTICAL 12 along Intermediate supperts. Install sheathing with long a . 4 LONGIT. LONGITUDINAL a. Detailing, fabrication and placement of reinforcing steel shall be in dimension perpendicular to jcists and end joints staggered. SEE ARCH FOR STAIR d 22 Wider than 1" x 8" sheathing to , 3 - 8d common face nail LTWT. LIGHTWEIGHT I accordance with-the ACI Manual of Concrete Practice B. Provide solid blocking between floor Joists at all bearing RISE AND RUN TYP. each bearing wall b. Except where otherwise noted on the drawings, reinforcing bars shall locations. Blocking material shall match the floor joist ° ' " �.�� 23 Built-up corner studs 16d common 24" o c. LVL LAMINATED VENEER LUMBER �j I i i LSL LAMINATED STRAND RIM MATERIAL �! conform to ASTM Specification A615-79 and shall be grade 60 except material. o __� �� 3" x 0 131" nod 16" o c , IN, ties field bent bars where ermitted b note on Ian, or ars to be 4 Roof Construction: 3" 14 gage staple 16" o c MAX. MAXIMUM P Y P d .' d #3's ® 12" EA WAY .. welded, which shall be grade 40. A Provide 5/8" thick APA plywood Sheathing rated 40/20, 24 Built-up girder and beams 20d common at 32" o c face nail at top and MECH MECHANICAL 0-4 H••� F- c At splices in concrete, lap bars 36 diameters Do not weld or use exposure 1. Install sheathinc with long dimension ° ' d 3' x o 131" nail at 24" o c bottom staggered on MAT'L MATERIAL O ' mechanical splicing devices unless specifically approved by engineer. perpendicular to rafters or trusses and end joints staggered. • 1 3" 14 gage staple at 24" o c opposite sides MANUF. MANUFACTURER d. At corners, make horizontal bars continuous or provide corner bars Nail with 8D nails spaced at 6" along panel edges and at d d MIN. MINIMUM a i to match horizontal steel Around openings and steps in concrete, 12" along intermediate supperts 2 - 2nd common face nail at ends and of (N) NEW i H E provide (2)-#5 bars extending 2'-0" beyond edge of opening or step 3 - 3" x 0131" nail each splice p g y„ g p g P B. Plywood sheathing shall be applied continuously over the ? NOM. NOMINAL e. Extend reinforcing steel a minimum of 24 through cold joints Unless primary roof members (rafters or trusses) below %, 3 - 3" 14 gage staple s � �� O.C. ON CENTER specifically located on Ian or details, coordinate cold joint locations r i �� at each bearing p y p j overframed areas to provide adequate lateral stability. 2 i � • z5 2" planks 1sd common 9 OPNG OPENING with engineer C Provide wind/seismic anchors at supports for all roof 4 SCALE: 3 4 = 1 -0 26 Collar tie to rafter 3 - 10d common face nail OSB ORIENTED STRAND BOARD lH f. Welded wire fabric shall conform to ASTM Specification A-185 Lap joists and trusses. See nailhg schedule. S1 4 - 3" x 0 131" nail R PLATE ' welded wire fabric a minimum of one full mesh plus two inches. Laps D. Provide solid blocking between roof rafters, trusses and TS COL FROM ABOVE 4 - 3" 14 gage staple face nail PLYWD. PLYWOOD co p� shall be wired together. lookouts at all bearing locatims. Blocking material shall 27 Jack rafter to hip 3 - 10d common toenail R 0. ROUGH OPENING g. Metric bar size conversion table- match rafter, truss chord, or lookout material. 4 - 3" x 0131" nail RAD RADIUS METRIC INCH-POUND 1/2„x3„x0 -6 STL BRG „ 4 - 3" 14 gage staple REF. REFERENCE #10 #3 STRUCTURAL GLUED LAMINATED TIMBER . . 6 #13 #4 1 1/4" 2 - tsd common face nail REINF. REINFORCE/REINFORCEMENT r � a. Materials, manufacturer and quality control shall be in conformance " 3 - 3" x 0131" nail REQ'D REQUIRED L) #19 #6 „ q Y 1/2"0 x 6 LAG BOLT with AITC Product Standard PS 66-82, Structural Glued Laminated 3 - 3" 14 gage staple RET. RETAINING � ^ #22 #7 Timber 8021'-1 1/8 =_ __ _ _ _ _ 28 Roof rafter to 2-by ridge beam 2 - 16d common toenail REV. REVISION �••J #25 #8 b Laminated members shall be fabricated usng Douglas Fir with the T.0 PLYWD - - >1-- T -- -- 3 - 3" x o 131" nail R.S. ROUGH SAWN #29 #9 following combination symbols- Iln IIII 3 - 3" 14 gage staple SCHED. SCHEDULE 7 r #32 #10 24F-V4 Simple-span beams III III #36 #11 24F-V8 Continuous or cantileter beams Ili! Illl SOLID BLKG. IN JOIST SPACE SECT. SECTION 2 - tsd common face nail SHT. SHEET 3 Columns J_ _ _--_ 3 - 3" x o 131" nail SIM. SIMILAR �. STRUCTURAL WOOD FRAMING. c All members shall be Architectural Appearance Grade, unless indicated ------- ---------_ 3 - 3" 14 gage staple S.I.P. STRUCTURAL INSULATED PANEL otherwise by the architect. --_- - - - - -- -- 29. Joist to band joist 3 - 16d common face nail SPEC. SPECIFICATION a. Except where noted otherwise, all 2" nominal lumber, except studs, d Protect members from damage or exposure to moisture prior to and 5 - 3" x 0131" nail SQ SQUARE shall be Dou 1as Fir-Larch #2 and better, and all solid timber beams during construction. 5 - 3" 14 gage staple .� N (5)-2x6 BELOW STL COL. STD. STANDARD and posts 3 nominal and wider shall be Douglas Fir-Larch #2 e. Adhesive shall meet the requirements for Yet conditions of service. (E) FRAMING SHOWN ( ) ( ) 30 Ledger strip 3 - 16d common face nail b. Studs shall be Stud grade and better Douglas Fir-Larch or Hem Fir. f. Do not camber laminated members unless indicated on the drawings THUS 4 - 3" x 0.131" nail STL. STEEL C. Built-up posts shall consist of Douglas Fir-Larch or Hem Fir #2 or 3 SCALE: 3/4" = 1'-0" 4 - 3" 14 gage staple STRUCT. STRUCTURAL better 2x4 or 2x6 studs per plan and shall be nailed together with 2 STRUCTURAL STEEL- 31 wood structural panels and particlebmrd n 1/2" and less 8d`'r (per KRM)4 T TRIMMER O rows of 16d nails 0 6" on center along each stud. S1 g / " • T&B TOP & BOTTOM d. Built-up eams consisting of multiple 2x members shall be nailed subfloor, root and wolf sheathing 2 3 8 x o 131" nail T&G TONGUE & GROOVE p g P a. Structural steel shall be detailed, fabricated and erected in accordance (to framing) 1 3 f4" x i6 gage" together with two rows of 16d nails spaced at 12" on center, or with the most current editions of AISC Specifications and Code of I-JOIST OR LVL 19/32" to 3/4" ad (per KRM)q o T.O.C. TOP OF CONCRETE with two rows 1/2" diameter thru-bolts spaced 24" on center. HEADER TO MATCH 2 3/8" x o tat" Wait T.O.F. TOP OF FOOTING - ` / p Standard Practice. 2" 16 gageP JOE e. Top' and bottom plates shall be Douglas Fir-Larch or Hem Fir #2 and b. Structural steel rolled shapes, including plates and angles, shall be DEPTH OF FLOOR 7/8" to 1" 8d° T 0 L. TOP OF LEDGE designed by better Plates placed directly on concrete walls or slabs shall be ASTM A36. Tube shapes shall be ASTM A500 grade B. Pipes shall J L gZj JOISTS T.0 M. TOP OF MASONRY drawn by JOE pressure-treated Hem Fir #2. be ASTM A53 grade B or ASTM A501. x r 1 1/8" to 1 1/4' 10d° or 8d• T.0 TOP OF Single Floor (combination subfloor- 3/4" and less 8d• (per KRM)q T.O,W TOP OF WALL checked b f. Wood beams bearing In beam pockets in concrete or masonry walls c Tube shapes are actual size as specified on plan. Pipes indicated a y underlayment to framing) 7/8" to 1" 8d THRU THROUGH ° shall bear on a treated 2x6 bearing block. Provide 1/2" clearance on plan are nominal (approximate inside ciameter) and refer to AISC � � F_: 1 1/8" to 1 1/4" lode or 8d• ' around end of wood beam. Block against sides of beam pocket with pipe schedule dimensions. ® TRANSV. TRANSVERSE issued treated 2x blocking to provide lateral support for beam. d. All bolts used in steel framing shall confirm to ASTM Specification ► m m 32. Panel siding (to framing) /8.or less 6d' TS TUBE STEEL COLUMN + g. Within floor Joists spaces beneath solid or built-up columns noted on A325. Anchor bolts and bolts used in tinber connections may be o o TYP. TYPICAL PERMIT 03/22'Z04 plans, blocking of area equivalent to column above shall be provided. ASTM A307. Bolt sizes shall be 3/4" dia-rieter unless noted r n r 33 Fiberboard sheathing" 1/2" No. 11 gage roofing nail" U.N.O. UNLESS NOTED OTHERWISE Door or window trimmers consisting of a single stud do not require otherwise. 6d common nail " special blocking in the joist space. e. Typical framed beam connections shall consist of pairs of 1/4" angles OD TYP. gage i VERT. VERTICAL i No. 16 o e staple h, Except as noted otherwise, minimum nailing shall be provided as specified 25/32` No 11 gage roofing nailh V.I W.F. VERIFY IN FIELD - i p „ g P P using the maximum number of bolts callej for in Table 11-A of the 8d common nail . WIDE FLANGE in the Fastening Schedule on the drawings (2003 IBC Table 2304.9.1). AISC Manual (ASD Ninth Edition) No. 16 gage stapler W.P. WATERPROOF i " » "Rawl", " 34 Interior paneling 1/4" 4d W.W.F. WELDED WIRE FABRIC i, Bolts used for wood framing connections shall be installed with f. Expansion bolts shall be wedge type Hilts or Red Head or standard washers and nuts. approved equivalent with the following minimum embedments. 3/8" 6dk WD. WOOD j. Unless noted otherwise, steel connectors such as those manufactured 1/2" diameter ---- 2 1/2" by the Simpson Company shall be used to join rafters, joists or beams 5/8" diameter ---- 3" } NOTES TO TABLE 2304.91' W/ WITH to other beams at flush-framed conditions. Use all specified nails. 3/4" diameter ---- 4" W/0 WITHOUT Connector conditions not otherwise noted shall utilize Type U or Type g. Adhesive anchors called for on the drawings shall be glass capsule For SI. 1 inch - 25.4mm 2 3/8" x 0.113" nails and 3" x 0.131" nails are standard 8d and 10d Gun nails. HU hangers of a size specifically designed for the member supported, types such as "Molly Parabond" or "Hllti HVA" anchor systems. 2 TYPICAL PLUMBING MECHANICAL HEADER SCALE: 3 4" = 1'-O" a Common or box nails are permitted to be used except where otherwise stated `as shown in the manufacturers published tables. Contact structural Minimum embedments, if not specifically ildicated on the drawings, S1 b. Nails spaced at 6 inches on center it edges, pp p pp 12 inches at intermediate supports except 6 aches at supports where engineer for details as required. shall be accordion to the manufacturers specifications. sans are 48 inches or more For railing of wood structural panel and particleboard diaphragms and shear walls, g q g e SEE FRAMING PLANS refer to Section 2305. Nails for war sheathing are permitted to be common, box or casing. k. Wood nailer plates installed on steel beams or concrete walls for top- h. All welding shall be done by an AWS quail led welder. � g p - ' t.' 1 flange hangers shall be ripped to match the width of the wall or beam i. Delay painting within 3" of field welds until welds are completed. FOR HEADER SIZE c. Common or deformed shank. - - sheet flange. Nailer plates supporting top flange hangers from one side only j. Where corrosive soil conditions exist, steel angles that are used to d. Common Y F , a Deformed shank. shall be installed flush with the face of wall or beam flange at the support exterior stone veneer shall be galvanized and shall be attached f. Corrosion-resistant siding or casing rail. r. hanger locations. to the foundation with galvanized or staidess steel expansion anchors. PROVIDE A MINIMUM - g. Fasteners spaced 3 inches on center at exterior edges and 6 inches on center at intermediate supports. OF ONE KING STUD, h. Corrosion-resistant roofing nails with 7/16-inch diameter head and 1 1/2 inch length for 1/2-inch sheathing and BAC FILLING: OR AS SPECIFIED ON 1 3/4 inch length for 25/32-inch sleuthing r _ " `r t •? PLAN Clengthaforr25/32tinchpsheathng o P3nel7su ports at 16ni Inches (08inchesl ifgstrength/axis is thee long directiontof inch ' a. Do not backfill against retaining walls unti supporting elements are in A g g pp g the panel, unless otherwise marked). -f---- POSTS SPECIFIED ON PLAN r place and securely anchored, or adequate shoring is installed. 'J. Casing or finish Halls spaced 6 inches on panel edges, 12 Inches at intermediate supports. S1 , .� Concurrent backfilling of each side of a retaining wall to final grades INDICATE TRIMMERS ONLY AND k Panel supports as 24 inches. Casinf or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports N ' as indicated on plan or section is requires unless temporary shoring is 00 NOT INCLUDE KING STUDS I. For roof sheathing applications, 8d nids are the minimum required for wood structural panels installed. m. Staples shall have a minimum crown width of 7/16 inch b. Verify type of fill with soils engineer and structural engineer riot to n. For roof sheathing applications, fost<ners spaced at 4 inches on center at edges, 8 inches at intermediate supports Y g g p 1 TYPICAL WINDOW/DOOR HEADER SCALE' 3/4" = 1'-O" o Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports for subfloor and wall sheathing and 3 backflling. , S1 center edges. Inches al intermediate sheathing p. Fasteners sp aced 4 inches n center at edges, 8 inches Intermediate JOB # 0401 -03 t q. Items noted as "per KRM" have beer changed from the IBC schedule to a more restrictive requirement 8x8 POST 10'-4" 15'-1" 12'-3" 12'-0" 6'-0" 8" 4" CONC SLAB PER PLAN ' ' o EG/ - � I I I - - - - -- - I �� I j v0�`po • � slF O OL_ $021'-0 8)21'-0 If T.0.W . a a TO SLAB •'� – - -- --- -- -- -- - I .e 231 • L-1 11 1 • ••• S/ONA ��G MAR 2 5 2004 9r-3 TOW. /r� VERIFY STEPS IN ' I' FOUNDATION WALL AND FOOTING TYP. ' p r \� ° 1 i p U 04 ON •QI Z 000 CO Co 04 11� , i � 13 Q ° ° 1 15'-11 3/4" j ' 12'-0 1/4" z � ov rn rn #5's VERT. CAD 16" 0 C Loi I , OIL w 8017'– � ' I I I v ZZ � n T.O.W. o/��/�\o�o\\ ,o r/ro��/o`�� ° ° ° /�\�\�j d C M x n `/�/�O , 1 �t I 1 I I 1 if O ° Q 00 zj a. #5's CONT. HORIZ 0 6" O.C. �:Dl U) c d a ' I N I I •� \ \\/\\ • ° ° e i I 1 I I I I I 11 i l I c � 1 0 r Co �`��i ��i� a #5 D WLS x C,4 i j Co rn a t I Cn M rr A 00 I I 0 4$ O.C. F rn 4a' 4" 4' 4" I -` -- i LI I �' xoQ�irn 6 ��il i III �-- - - - - - - U mV. 3 a a (2)–#5's CONT HORIZ I ; I I I r — I OH o a F, TOP & BOT. _ I I I T.O.W. = 8012 –0 I a: > 8014 -2 e _OL 8014'-2 N I I ' r T.0 W. T.O.W. ° ° ,_0 1 I I I I T 0 F = 8008'-2 y I I III I g 4" CONCRETE SLAB ON 4" CLEAN o r–'I C S3 I GRAVEL BASE ON UNDISTURBED I r 7 ° 8015'-9 ' I GRADE OR COMPACTED STRUCTURAL ,d T.0 GRADE ` �.��_____�I { � I i ' I ' I FILL PER SOILS ENGINEER PERIMETER DRAIN PER I L_____ I ( I REINFORCE SLAB WITH OL I I FABRIC THROUGHOUT PROVIDE 1 8012'– SOILS ENGINEER 4 WIRE ,. T.O.W. ° a , . VERIFY T.O. (E) I 3'-10" 4'-0" S2 6'-6" I CONC FDN WALL �- -}-1 LL -i I DEEP SAWN OR TOOLED CONTROL ° I I AT (N) PLANTERS, I ( I JOINTS AT 15'-0" MAXIMUM » T.O.F. = 801 7'- = , PROVIDE FLASHING I j SPACING EACH WAY , TYP. 4" 8 4 , AND 00 WATERPROOFING \ I II` 11'-4 1/4" 12'-8" I 3 0 1'-4" 2'-6" 1'-4" 2'-6" 1'-4" — — — — I I I I AS REQ'D I I I I S2 CO C I I = Fm x:4 4 .. – " _ o I—" �1 o f I I ° I I T.O.W. = 8011'-4 SCALE: 3 4 1 -0 U') I �j T O.W. = 8019'-3 I i; I T.O.F. = 8008'-2 B' Lo F S2 b� '� T 0 F. = 8014'-2 -I-' �-�- C I ( °' L_ _ J F 1 I `° Q W 2 I I I r- - - I 8012'-0 m I I 8012'-0 I T.O. SLAB S2 OL — J 1~� Co 2'-0 " !� ( I ( I T.0 E SLAB I ^^Q #4 DWLS x 4 CONC SLAB PER PLAN _ '`� $0 J I I 8012'-0 L i �-- -J 1 I o F�--i 0 24 0 C N1 8" 1 U2'-6-1 1 T.O. (E) SLAB r I I I I — I � _ I I I i T O.W. _ 8012,-2 C ; _ ._ -, I I T.O.F. 8008 -2 8012'-0 8,. I I I ( ( o OL T 0. SLAB I I J' I V L . . 4 _ , - - - - - - - - - - - � � m � � � � I ' T.O.W = 8021'-0 ° 8011'-4 �\, g -- -- - -- - - -- - T.O.W. "77,77,77,77/ '\��\ ��% 0 i I T.O.F. = 8014'-2 I I I - - - --J - — — I ( Is,il // (1)–#4 CONT HORIZ T.O.W. = 8017'-6 ( 4 L J r 8021'–o ( F•••� v a T O.F. = 801 –5 S1 I I , I O 10 .� r T.O. SLAB i ° (1)–#5 CONT. HORIZ. MID–HT. --J S3 - - 4 -6--- � �__ -- - –_ ---_ - ------ --- ---- 1.1 _ J J -� --_ -- - -- = - - -_ _- -- -- I ' I T.O.W. = 8012'-0 1 - .� 4 4" — I I--- -y --_ 1 .® � T O.F = 8008'-2 1 + _ SDWLSx m T.O.W. = 819'-3 ' " I 8 . ° 0 48" O.C. , T O F. = 8012'-5 I r i I I I I ( 1 S2 �j cc l ,1 { I I r B ° 6 8019'-3 I I I S3 I I !' I I DWL. (N) WALLS T (E) W/ 1 0 (2)–#5's CONT. HORIZ. —TO. SLAB 1 i } I 8" THICKENED I I j I # I I i I 8012 –0 ( 5's x 30 EPDXIE INTO r,4 TOP & BOT I I SLAB EDGE I I T.O. SLAB 3/4"� x 4" HOLES ® 16" L — J ° I OL 8008--2 ° . I I ( I I 0 C. PLUS 2 DWL's IN EA 0 I O ! T.O.F. 1 I I FTG., TYP Co I i i 8012'–O___/ I T.O. SLAB I I I I 0 I I 12" 0 CONC. PIER, TYP. I PERIMETER DRAIN PER I I ao SOILS ENGINEER [4- 8" 4" –3 2 II I � CRAWLSPACE BELOW GARAGE ° 8 I I I S2 1'-4" I I I I I I I B A CQ VERIFY STEPS IN I I _ _ 3 SCALE: 3/4" = 1'-O" I I FOUNDATION WALL II S2 I I AND FOOTING, TYP, t — — — I _ L I I i 1 1 2x6 STUDS 0 16" O.C. W/ t 1/2- PLYWD. OR OSB I I 4" CONC. SLAB I I i SHEATHING RS 6x6 POST I DIMENSIONS I ; I 'n JOE COORDINATE W/ I designed by " " 1/2- EXP. MAT'L, TYP. I ` MECH. LAYOUT I I 7'-O" drawn b JOE 1/2" 0 x 10 A.B. s ® 48 O.C. _ I I ( Y IN CONT. TREATED 2x6 R 4" CONC. SLAB PER PLAN _ CFM i I I i checked by 8012'-0 8012'-0 I- -- -- - - - -- -- - - -- - --- - -- I ' I issued TOW. I T.O. SLAB ( u I - --- -- --- - - - - - - --- - - -- - a II -_ _ =__-=- _ _- -- = 03/22/04 1__ _ . PERMIT \, 9 –loll 21'-9" 8,-0" 6 –0" j�r�\ //\`/ z ce\/� I I \\,��`/ n to ° (1)–#5 CONT. HORIZ 0 MID–HT. m „ 401–6 12 0 CONC. PIER NORTH Co 1.� ..� .. FOUNDATION PLAN SCALE: 1 4" = 1 '-0" ,b " #5 DWLS x ° � 4 4 4 0 48" O.0 (2)–#5 DWLS x SPREAD FOOTING SCHEDULE PLAN NOTES TYPE SIZE REINFORCING 1. ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS: 6rr A 2'-0 x 2'-0 x 1'-0 (3)–#5's x 1'-6 EA. WAY T.O.W.=TOP )F CONCRETE WALL T.O.F.=TOP OF CONCRETE FOOTING (2)–#5's CONT. HORIZ (IF PIER HEIGHT EXCEEDS 4'-0, B 2'-6 x 2'-6 x 1'-0 (3)–#5's x 2'-0 EA. WAY THESE ELEVATIONS RELATE TO 8012'-0 AS A REFERENCE ELEVATION AT THE d° ADD (2)–#5 VERT. BARS FULL MAIN FLOOR. sheet OL` TOP & BOT C 4'-0 x 4'-0 x 1'-0 (5)-#5's x S-6 EA. WAY 8008'-2 0 f - HEIGHT OF PIER) 2. TOP OF FOOTING ELEVATIONS ARE BASED ON FINDING ADEQUATE SOIL BEARING T.O.F. G ° I L CONDITIONS AT THAT DEPTH. CONTACT ENGINEER IF OVEREXCAVATION IS REQUIRED. F °° ` - A� n �^ eras-� , q0 3t+1"`1v1 GAR LO �� 3. STEPS IN TCP OF CONCRETE WALL INDICATED: -1 PERIMETER DRAIN PER EQ. EQ. SEE SCHED. FOR REINF. 4. CONTINUOUS CONCRETE FOOTINGS ARE CENTERED BENEATH CONCRETE FOUNDATION SOILS ENGINEER 4" 8" 4" WALLS UNLESS NOTED OTHERWISE S2 , 1'-4" 2'-0" 5. CONCRETE FDUNDA11ON WALLS ARE 8" THICK AND CONTINUOUS FOOTINGS ARE 8" 2 THICK x 16".WIDE UNLESS NOTED OTHERWISE. SCALE: 3/4" = 1'-0" 1 SCALE: 3/4" = 1'-O" S2 S2 6. DO NOT SCALE DRAWINGS. VERIFY ALL EXISTING DIMENSIONS, ELEVATIONS, AND CONNECTIONS., JOB 040,1 _0, 7. (E) REFERS TO EXISTING CONSTRUCTION (- -- -- - -), (N) REFERS TO NEW CONSTRUCTION ( ). SOLID BLKG., EA. SIDE LVL BM. PER PLAN hO RE (N) 2x6 ® 16" O.C. 5/8" x 5 1/4" x 0'-10 BRG. It (N) OR (E) HDR. PER PLAN O•.••••••• F� STUD WALL ABOVE W/ 1/4%8 1/2y x0'-10 SIDE II (N) BM. 10 ft's & (4)-3/4-0 THRU-BOLTS. CNT°R ON PIPE COL. _ �' '- - --- - - - - - - - - -Iii 23 9 I At II O O — — _ —V(N) MAR 2 5 2004 OL 8019'-3 8019'-3 T.O.W. °° ,° T.O. S LAB (N) LVL BM PER OR (E) HDR PER PLAN - II-1— PLAN [REMO'/E (E) co I 1 _ I - -- i i C L: BRG WALL AND BM ] N TS3x3x1/4 C3 Z pp co CD 0 00 00 6 SCALE: 3/4" = 1'-0" Eli - - - - - -- - - - - I 11 C z z n M ob O W_6 ° /// 1 (n ° (1 5's VERT. ® 16" O.C. S3 )—# �I I— 0) W. .. (N) 2x6 STUDS ® 16" O.C. ' - - - - - -- - '1 � o Q Q �- °D o d°oo r�CONT 2x12 RIM— \ W/ 1/2" PLYWD OR OSB (D I SHEATHING I I ��'J �, Gj 4 2x DECKING - - - I Ala `� � C 3/4 PLYWD., TYP. Say it + (n p� 8021'-1 1 8 1 I �„I - --- - - - - - - - L I Z C (1)-#5 CONT. HORIZ. ® 16" 0 C �, 8021 -0 T.0 PLYWD it -'- - - -- - -- - - - - - - - -- - - - _ ' �I11 1 O M T 0. DECKING _ -_ - _ - i �l _ _ (N) (3�-2x + N e (MATCH EXSTG.) I -- L-------- - - 1 lb d #5 DWLS x -I - - i�-- _-- , - _ `__ - - I - - - - -- -- --- - i ® 48 O.C. _ _ All 10 ODIYP I\ tN -- - - - - - - -- - - - - - - rnrn 11 X ,,,-(2)-#5's CONT. HORIZ. 2x10 DECK JOISTS - - - I 2 TOP &,BOT. (N) 2x12's ® 16" O.C. I ,�\ ,` �; - I} �6+ ( N a OL 8014'-2 ° PER PLAN I > _ -- _ T.O.W. °, d N 2x6 STUDS 0 16" O.0 ,h J/� z° d CONT. 2x10 LEDGER W/ (N) .. II (1)-3/4" 0 THRU-BOLT W/ 1/2" PLYWD. OR OSB _ ��l ' SHEATHING `I ~ ® 48 0 C. AND (4)-16d T 0. PLYWD. z QK cj NAILS 0 24" O.0 „ - �t�k'- -- a SCALE: 3/4 = 1'-0" 1 T --- - _ 1 r k O OIL 8012'-5 S2 > T.O.W. PERIMETER DRAIN PER -� - - - - - - - © TYP. ; -I N 5 d CANT 2x10 DECK JOISTS PER PLAN �L` -- --_ - 1, J 2x DECKING I I Imo _ _ _ Co ° SOILS ENGINEER - - - - - - - -- - - - - -- - - - - , I o s S3 a +s II.1' 4�a 1 o rn o I ),8021 -1/8 x o _ � $0.1 DECKING I -- - -- - - -- - -- - - - � - - - � °.° x N � w., - - A � M T.O. (E) PLYWD. ;© TYP. _° '`� O T I r- x % I �,':, ,i .�, Q TYP cD N 10 SCALE: 3 4" = 1'-0" � ' - `� - - - - - - - - S3 - - �� w a - , ' S3 �� \ II I u.1�P �� N \ I \ -- - - - - -- - - - N �s U (N> (5)-2x6 0 _ __ _ __ __ _ __ _ _ __ __ _ _ M x Z S3 0 ° o w { FT o I I 1 I I I I I _ _ _ _ _ _ _ _ _ , � � •yJ I i— " /� i i �N a - -- -- - - - - - - - - - - Z I I I I 1 I I I (E) 2x6's 0 16 O.0 2x10 BLKG. PANELS BTWN. T� I ^1y - - o I I I I I I l I 6x12 RS TIMBER BEAM PER PLAN JOISTS ® BRG., TYP. cv 0 — ' — V 2;11 N I— � � II II II I 6x6 RS POST 4 I I I I I I I I O IJ I - -- - -- - - - -—--- --- - �� - - - - - - (E) CONC. SLAB I I I I I i I I J p- 11 - - ; o 3 11 11 1 1/2" EXP. MAT'L, TYP I a --- - ---- --- - - -- -- -- - -- - - - - x _ _ �_ _ r __-__ �_ --- - _�1...- -._I_L- - �i - 8012'-0 It I I N�_ ��-2x10 ---- --- ------— T.O. SLAB 1/1 ' - - - - - - - - I - - - - - off' -- - -- - - - - r- ---- ---- 4 SCALE: 3/4" = 1'-0" 0 II - - -- - - - I- - - `� O i _ _a._ _ .a. _ � , -0 S3 S3 '� ; ti 2 +G t�l i ice, Os� SEE SCHED. FOR REINF. U ( C S3 0 EQ EQ. 2x DECKING __ _ _ H + -2 4 I v 9 CN 7r SCHED. WIDTH M _ 80 1'-0 j - - -- -- - - - - - - - - - - - - - - - - - - - - - -I- J .YJ U Z OD TYP, r /47__� 2 I I r7 ♦ �. cD 0 DECKING I I I N �� `'+ _ � U S3 �(N) CONC. FTG. -N +�® X ` J o �F d•l i ' -t- - - - - - - - - - - - - - - - - - - - - - - �- - rn in OTYP 9 SCALE: 3/4" = 1'-0" �� L - - - - - - -- - -- - - - - - N 8021'-0 a 00 + o S3 CONT. 2x10 RIM CANT 2x10 DECK JOISTS PER PLAN I �,y ° �S ;- --- -- A 4" CONC. SLAB / F 2x10 BLKG. PANELS BTWN. rC -- - - - -- -- -- - - - - - - - - - ----_- ��' X8021'-1 1 8 `o N PER PLAN 6x12 RS TIMBER BEAM PER PLAN) o JOISTS ® BRG TYP. ;i _ __ _ - _ _ I - - - _ - _ J� T 0. PLYWD. J X --1 - - - - - I 6+ �, cD I ! 8012'-0 T.O. SLAB d e° e d 6x6 RS POST I 6` d � - - - -- - - - - - - - - - - - - -- - - -- - - -- O O d I E E C 0 L_ (N)(3)-2x10 - - -- --- - -- - --- -- -- - - � - -- --- - --- - � _ 1 (2)-#5's CONT �� v 3 II SCALE: 3/4" = 1'-0" it '� tiJ 6 � j 4" 8" ;•� S3 A0 A0 (N) 2x10's 0 16" OC ,. = 1'-0" _- I - - - - �1 designed by JOE 2x DECKING - ;F- ;- -- -- ------ - - - -- - - -- - - 8 SCALE: 3/4" OL 8021 -0 �I I -- - _ _ _ _ _ __ - _ _ 1 { JOE S3 T.O. DECKING rl - - - - - - - - - - -p drawn by -- 'I- �- - -- - - - - - - - - - - - - - -l_i� checked by C' TYP - - OD TYP 1 I issued (2)-2x6 FROM ABOVE _ _ r__ -__ _ __ = = -_ _ __ ____ PERMIT 03/22/04 SIMPSON MSTC48B3 (3)-2x6 FROM (N) 5 1/8x12 G L. ABOVE COL CONT. 2 SCALE: 3/4" = 1'-0" ` 2x12's ® 16" O.C. THROUGH 3/4" PLYWD , TYP. (BEYOND) JOIST SPACE S3 8021'-1 1 8 3/4" PLYWD., TYP. NORTH T.O. PLYWD. SOLID BLKG. BTWN (N) 2x12's @ 16" (E) 2x12's @ 16" O.C. M A ! N FLOOR FRAMING PLAN SCALE: 1 4" = 1 -0 (MATCH EXSTG.) n all II11 II11 JOISTS III III ]II PLAN NOTES: IIII IIII Ill] IIII 8021'-1 1/8 T.0 PLYWD. `----------- ---'`f--- 8020'-10 7/8 (MATCH EXSTG ) T 0 BEAM 1. INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS* _ 3 sheet 0 C TYP 0 TYP. 2 POSTS BELOW ARE INDICATED: p SON-CONTINUOUS POSTS FROM ABOVE ARE INDICATED' ______ SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED-0 (4)-SIMPSON MTS18, (3)-2x6 3 FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STURDIFLOOR, EXP.1, SPAN (3)-1 3/4x9 1/2 LVL (2)-EA FACE W 10x33 W/ 2x NAI_ER RATING 24 0 C. S3 ' DRIVE PINNED TO TOP 4 (XXX'-XX") INDICATES TOP OF STEEL BEAM ELEVATION WOOD BEAMS, EXCEPT HEADERS, ARE FLUSH WITH FLOOR JOISTS UNLESS NOTED (DROPPED) .v FLANGE 5. "O" INDICATES CONNECTION TYPE - REF. S1 FOR SCHEDULE. 7 SCALE. 3 4" = 1'-O" 1 SCALE: 3/4" = 1'-0" 6. (E) REFERS TO EXISTING CONSTRUCTION ( - -- -- - ), (N) REFERS TO NEW CONSTRUCTION ( ). S3 S3 7 VERIFY ALL EXISTING DIMENSIONS, ELEVATIONS, AND CONNECTIONS. JOB # 0401 - 03 W12x45 OR W14x43 STL. KNIFE ts- (2)-1/4"x7"xO'-10 - (N) 2x12 LOOKOUTS ® 24", TYP. EA. SIDE OF STL. BM. �� 5/8" PLYWD., TYP. t 3/16 CONT. 202 STRUCTURAL t SUB-FASCIA, TYP, oo REGs t 0'0 6'-0" MIN. 2 1. -- _�1--. - _ C�= - ti 5 SURVEYOR'S CERTIFICATE I, John E. Stenmark, a Land Surveyor registered under the laws of the State of Colorado, do hereby certify thst this topographic survey of _LOT 27, BLOCK A was made by me and under my direct super- vision and that the survey is accurate and correct to the best of my knowledge. Date:_ � ��• T " n �� "�. J L. ',Sten rk Colorado` L.S. 168W • 1 I / LOT 28 I / / approx edge dirt pile —� I N 48025'57W 130.62 90 / tO -W o I (D / i 70 o th o f ! I z ! I I Cb LOT 24 Uj QD I I I O approx edge dirt, U I N pile —Z-, (!1 � ' / �_j I asphalt parkmg _ R= 31232' I Q o= 10 002' !q L = 5472 I � (D � � o - 1 , I cr) I \ CO/ O CO ti - elec vault LOT 25 ° I bell box IN 50054' 37 " W 110.96' I MH rim elev = 8019 0 my elev =8009 0 LOT 26 NOTICE• According to Colorado law you must cot>racnce any legal action SCALE I" = 10 basea upon any defect in this survey within six years after you first dis cover such detect. In no event, may any action based upcn any defect in this DATE OF SURVEY 5/12 /83 survey be commenced more than ten years from the date of the certification :hewn hereon �- % VEVC7NEQ CY= 4, Aq DAWN Y EAb /�b ` 6 CHECKM&V/ �s s1��e3 TOPOGRAPHY INC* aEV►s�o1v$� LOT 27, BLOCK A , A RESUBDIVISION OF VAIL DAS SHONE , FILING NO I TOWN OF VAIL , EAGLE COUNTY , COLORADO 1000 5. FRONTAGE ROAD WE:ibiTi 5U I TE 102 VAIL COLORADO 31&57 {3031476,4573 I .�,,,.•_ „�,_._....,,d. -'° "! � - !„w�` ,-`�.,�. - _ _ _ - -- __._. .. _ �<. ..-.,�,�,�"'�`.`"°'c'""..'++�us..`" !�-' -. �_-• _..�.�' ° �, __- _ � "Y'�` �' -A.. -..�i'-°-� 1�.r.=+t- � '�• _"'.'rte `_ - .l.r` ,f�,- a."'�,_�" Y��`' �° \ - - Y i J r ' \ ., ► _ �1 �F \ ��, �.;..,� �, G.�L.v, •aL.l1 c.. ��I�LAG�., v• I O ' ~'ti -- o � "~'tf! �i'�i"I�.s;.+��"'�' h��:� 1 �Pr(9�..�.�S►� `' I � '_.� � __ ----__------- - - --- � ` a < �, �-, \ \ 000 ILI LIO ...._.......w..... ..+._ -- - =, - r C .l 1r "-111 ��G�F'11G0=lJ.t-' ' U 1 .. - •� '.' _ e`' ,`Y' ,< N Y - ' �•N r^'yti M„,*;,,��^,a* '3`''�.�i:mz-�p�'k?'`'tt F:,„��.,�.�=v� � A�W��(j}J`�(`�J[) �'"�°�f I ,:�t;1 iI I I�` I■;I t I i I�/C I I i .-j{I I�i� 'HI E�`�% I I L�I I.I I I ,(�I j��,4 I I I I i�j I(I _�i I I t 7 7 oil ��d`1I�t�jt(l t i�r i t■ \{ ��[[ �' ��``��. �m�.., ...c�;;,w1«w C.Y�.II mo.�U.w�'I�, f Y°.y+1'��r'`�T^k-'�� 1 r -i R-,#"_,.e�a>.,� I I Eo+f';�r' u��TCJ�'t$(i(��yrq 4¢T \„fM�1�'�s�`.p s n J a k.•A.NI�..w,I wc d.�cA l}may-�R ,..- -- --_ Project No. Jollim M. rik-i ns/ r ■� Member American Institute �� „A� ic i e h se Dte 8/ ”� yLions k-'et,19B "" un l P. / 0 o 01657 40 ■ ' Checked By: I�Wi��t�• :+�I •S�tl , � --.-_ .w�:s+e�a�,•,�, i t .+.z,.,y �-k. .n �( y, 1 � r..>.�.� 2� ,,, """ �.sr� ray �+�''"' ,M+ � a! � ,(,/� _ ' Phone: ®�(a c "476-33515 �� 1 ��,.i� i �,�} ��I; a,,,�}l�d� ,<'�,,.;��; :T.,•:•_.l � i.,..�-'�','� �,.,..^^-`"`��„„�'' 1�,g�'� �ll+..,+r/^...-� a,�' � ('K°.a.�f� r' 1 > t `�wr✓ i N x� I I J I ......... 7�z ft 7" --z L -2 41 . 7, :IA vY. A "T i i 4 A' j T 7 .......... F 410 7777777 ;F &e�4 2 "777777TV V- F,4 7.'11".�7 Ll, .......... r2. I'd A�s lz Or P 'sg In aw No ilC� J -4 7 7—--��--7 AESKWME,FVK t-fic's TA fltt* on- min imenster' cowac PM- -W r Ards'ton itions on,tht--IW -:�,vanafidns-ftorn"t a -ondltj hese dkh6nsi6ni',, i L MuffA u , Ir A 4AX .......... ............ ............ AM! z2 ... ........... i'T 7�'Z By ertsions-�-malj�6& nTra OFA CK'D BY W 7 2 41l,��, c_ Z, W 171 �`i,x AM Are tf T X f: �-7 if 'f': Z4. A�, ff 'f. fi, x". e v, "if le4-,.- _W . 'I, i , , , -i"K, _,�,- 1 ,Z, , . if�,:,2 ti" ....... z-i i�f� md. tf, 7 f if Wo wj qM Z "'i, I 74� 41, t f i-2144 j t q ,"I - -, �,-,i' �iv� f" i,�i�� f T Zwlw 7 f —Q, f f f:tt, Jf� f i,,� ;�n J," ...... . f f.f .f t z�_ tw 12 72:7- �T j :Iq AL� 00= f XN A", it 46 f- in _f,f, oi i-t .......... if ii., "T f t 21-_Vt�l' kk iSili ,W,21 77 7 V, —T f- 17 ?a A, FOR. J :�tf_ _77 VIP _T��n's�,,r �fw '7 Vi`��x i�- f 4 ........... J.,- Z� 2, 4 i`:��_�;�i7" I 'j o f,-ti'! f �i� �v, t,Ja,� j w MEN ar 4? 7 7 V in: ,I-W� '®. " J7'. i,1, 7 ff. j", 77 _7 r 47 ai 1,x4l Qzi,- .", I ORZ ff .4m ef- jw ...... if-I f: q -fit if J "i in 's Z C.% 7c "ii,fif�' :iij i W& ii, J- �i. 71 r NO f a -i%.ii,,:�i;�, -1, .- , 4 77 -4 nx. Jh�"'if ",,;: "',",, f I., �,3 - - ,,i t e.n giit 04 K xl� if iz n� rL t-iii-f I,"t`,I'� 01 ic 20 31 R qz_ t -V mg - 77 77=, 4", rep MIN P, Vg ti Ofio 7,Zl,!��ii%- Z gitfm. fff�-_ i 3J ;m V 'V fa sg me "iz� J v-1 wj� —77777-- -A, Z� "tit, -If 7777=— �p io�f % bi btffii6d 6 r,vv n 1111s, 19132' 2=0 ,z'a 1107 y H i� �-7 L17L E:�J 7- CP oil 0 rl T, �j Z ri L. AIL %NI J 07r. TOW ;==�r i e.cp-sAl-) i�-% D ... AT A -�p r L;L-t-11 L;�_I V�P Town of Vail Communit�f Development Plan Build Health Fire A PProved 0 rj I ......... Denied Sec. The ftwnce;or g- ---------------- -.'�rrj-,al of plans and, specificatirt- '3,11F.ii rmermit for, or an 14- liovisions of this code M" Um. The issuance of ------ ations and other data shall )� �d UPL vent the building official from thereafter requiring the -(ion of errors in said plans, specifications and' other 0 LATE, now 0 44-1 rp , 4 it bwgs. this Sheet Pr ect No. John M. PerkinS/Architect Phase Date itute of Arch iteCIIS merican Inst MemberA d 1 d �i "'O"k-7 loon 101 Sheet Number IAO vail Run Resor TO/I 00 Lions Ridge Loo&-% I L.-I i r% AOMIF& F% Ill A It? � I _I/ i KU b z va k5i 0/ 40&66/ ox il, Colorado 60m"" Sheets Checked By: Of 7, 7�7,SC I t1l, ,-,A L11 - _rOWN C IBY Aft J031410 Phone: 515 i i ; r CERTIF IC.ATE OF OWNERSHIP f Know � l rr � , � P , �� o r a en b these r r s at , I � { arid tt m _ s ese t t Fuse � crtta a a c Y P simple t 1 r ' Anderson, � � 7 f � : been sole owners �r fee � rrr .- � l that r _�r s property, t a . t t 9 P P Y, , a a P BL K 1 ON 0 LaT 27 AND _A RESU6DIV SI F S situated in the Town of Vail , Eagle Count Colorado,orado described ,��: Y, , follows : , r.. FILING 0I F I S HEN E F L N G iil , U I LORI 0 VAIL D S C . . A RES BDIV S A a Lots 27 and 2� Block A� P, Besubd�v I s r c>rr c.�f Vail� r Das Serene Filing r n t _ a 9 r� o l � subdivision d f r de rn the fr r l� recorded office of the E Co C., o e e a _ ou t : g Y � , f r ada Clerk and Recorder, anta�n�n l r COUNTY COLORADO e e � o � �� acres , more or less TOWN OF VAIL EAGLE COU 0 , .. have b h r c1 : these presents lay out platted d h n � : Y P P to and subdivided t e sale � s h � sown. on this final tat under .the name and of "A d�vzs on ,: . style o Resub : P Y f o Lots � a 27 and k A A R bd t o Filing , No; l a subdivision 1 h Town f � Colorado; su v on m e w o G a l l s Ea e Gaunt g Y - - - - responsibility - and r does hereby accept r 7 r f required e C e t for the completion 0 £r u , Y P P r im ovements and does hereby d d�ca and all the public P e dedicate _et apart a of e p P roads and other public improvements an he ar :am h u c d laces as shown drr t .e ' , RECORDER'S, CERTIFICATE P P CLERK AND a n 1n - tat to the use 'of the public forever; and .does iper b dedi�.ate P Y 9 P P e a e Y those r n se ort�ons of said real roe t which r indicated a ea Iir easements � u r and Re-corder P P P Y t are s see o This plat was fried far retard �n the of#�ce of the Clerk P i0 02 19 - „ ', - , on the accompanying fat as easements for the r shown hereon . lack M. P t - purpose s o _ : on this da of ,AD. , 1983, at o'clock _ r Y -_;_ - R 312.32 and does hereb ran h right , , t t e to install and maintain necessary strut. �7A ,: n Book at -Pat Y 9 Y R Recorded under Reception an .No � -� --___ MI _ __ . _ µ_--__ _ _ L _ 54.72' SC i"I c , tunes to the entity responsible for the services for �rhr ,:h .: DRIVE Y P 9 CH 54.65 0 ) the easements are established. N 39 34' 51" E Clerk and Recorder Executed this da of A.D. - ', - - Eagle County, Colorado OWNER: by Patricia W. Anderson A L.S. sB27 Deputy PIN aC P PIN B CAP L.S. 16827 N o 1 11 OP Y 48.96 44 36 E Vail , Colorado 81658 125..00. OWNER. 76.04 Russel l ' A. :blotta PIN B CAP L.S. 16844 -""---- Vail , C,o l o ra d o X316 5 STATE OF COLORADO } r s s rl II - r II IL - _ ►_ COUNT; OF EAGLE } IL _ — - - - - -- -1; , The f. re oin Certificate of Dedication and Ownership was acknowledged --- - - - 'n 9 9 9 (- --► I ji z_� is day of A.D. b befor._ me th y _� Y .. i Patri,Ja W. Anderson;. l I , _ I ; ': ._..•-^*n _ � � COC;ltillSSlQn expires : Concrete W� the ,s m hand an se - on to Foundotlon I Lf :- •: Y , I F ,t W a y Notary Public ftA Address : LOT ►27 LOT 28 ! = . 0.2453 AC. �* It : r I ' 0.2676 AC ' vtu F COLORADO D 1 N ,,, STATE a caL� o , , r Ss w,. . ... r _ � _--_- - (0 O COUNT 0, EAGLE } O) Z -� O • ,; : The fr,regoirrt� Certificate of Dedication and Ownership was acknowledged befort, nee this day of A.D. , by Busse I A. plot "I . Z , - — My colurrr ssion expires : 0 LL Wi tne°s my hand and seal,. N - C4 { — N — W Z Notary Public 0 Address . 0 U) J , Q d- LO Q A ; PLANNING AND ENVIRCINIIIENTAL C0`lTI"c S, ; ,i , EPFT, '.. 4,i 0 �' O O This final plat was appr ovad by the Tc��,i, r,r �r ; , iar«rrira ; ;rn.t n, ;r on- ° r;rental Commission this da;{ cr 0 _ ATTEST 'I z . T {ottn Clerk Town of Vail , Colorado OVM 0r' .`a 1 ;ant ;n,,: ..,: rs u�r-�;rrr ,�r��.a � ..r« . n, m 3 r�=a; PIN B CAP L.S. 2183 �q I do hereby certify that i a,!, c3 t L, 1P_t P:.a ;__c,t,ls -LOT LINE TO BE ABANDONNED / e .. _� -� - � , , - f,he 'laa�S' Of the State C}, t,Ul(>Ca_1C);' ..rich. °rll`�' �«lU*, 1S t!'�si. :(_;rr°- ?c . , :"♦' complete a.� laid out, platted, dedicated' Crtrt4 S6,�Jt'e°r� l,eE°e')r` . °s;sr° 4.,': F :1 ! Z' ,•-. D ,., f y iv Ate . n" fat was Crania rro,r� arr ac.�uratc survey C,{ �,� r�� ,r :�rer � w �., :_ ,,�,,: .. yf ,_' ,. /' Il. supervision and correctly SrrOb15 the CC) a . l �n Inca i';=?t1so ): �Ai EAS �.. Y P Y e c i E , , a t• s S' Nr lots easements and streets crt said subdivision s �rr� a. ;e.- : r e .t Jr o ;I 361 upon the Around in compliance with a,�, lic,.�},,_ � e�t, ,a��.E, ,b.. ne, , ,.� .the 2183 LOT 25 2�1j PIN 8 CAP L.S. ` . �.,`` subd� r�sicrr of land. In witness thereof . have set ,i hand at a , i s 22 A.D. 1933. BUFFER CREEK \ s .� 62 Land % E ,3 I . _ 1 S I PLAIN R BAR P .. J CHAMONIX RD: E T ',,� u )t. , ,r.. _. . s , _. . - b -. ?2s INTERSTATE 70 LO 2 4 Title - 1, „ r ,, Yr LOT 2 armed the to al , lands ISH DR. anl GARM / I t r 1 1, � '#�S .- � , strc.n lands �s free and clear c all r� cent as follows: : SUBJECT SITE - WEST AI EXIT ES VAIL J NOTES : TOWN OF VAIL BOUNDARY I: BEARINGS BASED ON RECORD CALL FROM A RESUBDIVISlON OF VAIL DAS SHONE, FILING N0.1 GORE CREEK 2. DATE OF SURVEY 8 /9/ 83 : AROSA v 3. MONUMENTATION AS SHOWN this da of : hated h s I i _ 0' 5 10 20 30 i MAP , VICINITY ' V ' f H ': I to i SCALE r r I COL O. EAGLE_ VALLEY ENGINEERING a SURVEYING INC. 1000 S. FRONTAGE RD. WEST , VAIL ,, C0 0