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PRJ06-0179 B06-0272.pdf
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PROVID� AUDIBI..E LITIK SET3^iEETI s. �ov�� r�x �e) �c�tc,�� r-oR � is,�r�m � � � ; � � � �� l ���� D o ALL SMDKE L7ETEGT � ON ALL Fl..GOR�. GIRGUIT p0 OlJTLETS QER 2p.�MP GIRGUIT). � eer Rid � e L L C �: � DE7'6GTOR.� TO REGEIVE THE1R PRIM►kRY ��i� � �' � � � ��4`�d�, � � , - �, • • . ; POYVER F�ROM 'fi� BUILD}N6 WiRIN6 ,4t�D b. }�LL F{REPl..�GES TO f�6'4VE F.l.EGTRlG,4L SSKITGH-6A5 ,�PPLI,4NGE 5107 Main Gore Drive c BE �ovi�n wtrH s,�rr�zY eac�c-uP �ow� � _ _ � Lot 4 , Block 1 Bi horn Subdivision 7. GONSULT NV 6ENIERRL GOA[TR,4GTOR GONG�RNiN6 PRE NiIRE �OR � � _ 2. EX#�f4UST FA1�5 hNST f'FZDYiD� MIN (51 AUDID 5YS7EM, INTERL�MIG pP MEpI,4 5Y5TEM5, SEGURITY SYSTEM, C7� : � �W � __ _D,�..��.�e�� �..:,., . � g . . �� �iR cwax�s � +�ouR. verrr �usr Fa�s a,�T,a sYSr�r�s, ,�r� ,a r�r o r+� a u r o r r r,�-r e e s w i r c�i r� o r z � F i f t h A d d�t i o n $ ---- ----- - .��_....�—�...__ ..-__. -- - -- - - - T O O U T 5 I D F. D U G T n I S G H A R c 5 E T O H� M I N L16F}T1N6 SYS'TPMS. " ;`' i-" . ; �: � _ Town o� Vail _ s' F�OM ,4NY OPENIN6 IN 'f�fE BUI1.DlMb. Eagle County, Colorado � n � �. 5i^IITG!-! LOG,4TiON5, FIX?IJRE L,pG,4TiON5, �Np 6ENEf�AcL ELEGIRIGP►L � ` 3 LIcSEiT FIXTl1t�5 IN Gl.05ET�i TO GOMPLY 5WITGHIN6 DIAvRf4M 15 FOR 1�4YOUT �ND L"�516N ONLY. PIE!_D YERI�`t' Construc#ion Documents WiTH ,4R7tGL.E 410-8, NEG. �4LL LOG�TIONS. LG�4D5, i.0iG,4TtON5, FIXTURE Tt'PES, ETG. F�R GOMPP�T- — ,4BILITY WITH TtiE BUILT STRUG't1JFtE �.N� VC-RIFY GpNFORM,a�NGE WITH D „ � 4. PROVID� M1A1 (?,J 20-AMP 5�64LL APPLIAhlGE �4PPLIG,�BLE ELEGTRIG�4l. GODFS. ReviSions : . 19 Oct 2406 Date : ;j B�t� c�r�cui-r� � ,� t�c�r,�c� au�� Buildin Perm ' . _ � i# Set i post Bld . Permit Revisions 5/ 16/0� LOGr�4'T�D IN TffE KtTGHEN, P,hN7RY, NOOK, � � - DIHIN6 ROOM, CR 51MILAR ARE�. Tf-��' E SNiP�Ll �n ' ' ,4PPLIRNGE GIR+GUlTS MUST SL�i1/E NO MORE 7�N • A r c h i t e c t e� r e � P I a n n i n g (3) DUTLEPS �4C.�f AND H,41/F NO OTft"R pUiLETS P. O . 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F . m � The , � t Allowable Coverage = 4 , 353 S . F . North Batz. ers Residen � e � j ( 20 % of Buildable Site Area) ��i�� �Q� Deer Rid � L . L. . � . `� � Building Coverage = 4 , 271 S . F . � ( as defined by Town of Vail Code ) ��� 5107 Main Gore Drive = � Lot 4 , Block 1 , Bighorn Subdivision � � �' Fif# h Addition '� ' . Graphic Sca1e �"� ' V Town of Vail o � - io o � io 20 40 � �`��ti _ Eagle County , Colorado ` o C+ Construction Documents � (in feet) • 19 O t 2006 1 ln�h = 10 ft . Buildin � Permit Set R�visions : nate: � � n �. • Architecture • Planning P. O Boa Zo9t StIYti2I10 [ Ot , CO 80498 970 / 390 . 2950 p p }+ Fax970 / 468 - 8047 L � �r ��ARCHITECT � � Th� des�gns, d�talis, ideas, assembl�es, arrangemen�.s, � specificat�ons depictad, represantad , and Illus�ratied withln thesa drawings cr�d any attached documontatlon ar� cnd sha11 remaln the property oF the ARGHITEGT. These docvments, ffi no part thereoF shall be dupllcatad in any Porm, dlsclosed to others, or used in con�unctlon nith ex�y pro�ect other than the speclflc pro�ect whtch they have been produced for, wtP,hout the express written consent oP the P.�2GF+iTEGT. haet r � � i � C � � � _ _ -� _ _ �`��, 11 l� I I �i // ,� � � \� � �� �11 I 1 j I � � � � � � � � � ii i ; � � � � � � ti r � �\ � � � � , � � � � ri � �/ � ' � ' �a F � . ` � � ` � � ,� s f � � ,� � � � � � ' � � I � � � � � � � � � 1 � 1 �, ' �� �� � ; , ' � � \ �C� ' � \ \` \ \ \ � � � \ , k f � � � � � / � ' � v✓✓8 ! .. � ... �. � � � ' � , � � '1 � (r _ `' \,� �`� � 1 � �// � % i "� ,. ' /� ', �` „ � � i / / - '' r' ' � .� -� r 'r�"'" -w `• \ ••� \ f i � � ' ' � � �� \� , ` � � `+J� ���� fil , ` � _ � _. _ , ^ _ _ \ \ �/ �, —�.�.r��= � ' � � 11 � � � ` � `" '� ` � ,_, .... ' Y__ � �. (�����`���til �1iir;�;: � �� "� .�..r �rJ% _%'��--'` `_ 1 _ '� __ € �� �"s� \�l�i��i � = 1 n � � � � _ _ _ �,.,-"' ,_ _. - � � y � j �� � � �� � � � � � _ i ' - a ( t �_=�.:�'r`� .j � � � f�— — — — �c , I �I I I I m � - - - - - - i - �- - - - -v - � �9 p i w � y , � � L i Lt —I � �(' �r� 1 II ii II � �i i� u i ii n � �_ -- _ _ _ _ � r - - � i � r � 1 7 ! I � ' s °�_ i�._ , i ii � _ _ i i i � • � • ii ii i ^ 'j' �_ _ _ _ _ _ _ _ _ _ _ _ _ � - � - - - I Upp � r Le' vel � �° �;�' � � - - - - - - � � � I I � 1 � ll J � ; � ; ; G . , . F . A . ,; �� � ' ' ' � � - - - ,,�- _ -- _ _ _ _ _ _�� �i.-_�.�__ _ -fi � � � � - � � �, �� r � � - - - - - - - ir- - L lJ JJ �LT + J� TJpper Level � i i r _ _J ,�_=___� � - �ii ii i i 1 �r = 1 0 ' - 0 " � � t � � � - - - - - - - - - - - - -� � L � i r -� -r r � � � , i n � u i � � , u � ii , � i n i � � i � i � i , � � � _ _ -� � � � ii � i ii i � � ii � _ -� ; ii ii i � ii � � � i � � � II � � � r- - - �. ] C = = � — -. _ � � � ) � I � � JL — - - - - - - - � f II If 1 '— I I ` — _ ' L — =____ —_ — _ _ _ _ _�=�Ji II II I � 1 f .i � � � � � � � � � � � O � r J ❑ a �L� I I � — J L — , } . . . 3d� � � . f. , Vaulted Clg . ; F1oor Area Area (�s ) G . R . F . A . ; �. evel 1 > 16 Garages r _ � � _ , ! per Leve � _ � � _ � above F . F . � � � � 1514 � Lower Level N / A N / A , ,_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � � � < 10 9 Q > , � �� - - - - - - - - - , � � � � � E � - - - - -� �- - - - - - - � i ii � i Main Level 2508 N / A 968 i r - � r - - i � ; ; � � � � � i ii � � u i p � { � I -- �1 1 U er Level 179 $ 3b2 N / A f r ,-� - =- ;r pp � ,. , � � � � � , � ii ii i ���� i . � i i �, �ii ii � � r i - - - - - � r�-i � ri �i ���_=�i' `Li i�—=-�r===-�'� � ' ' ' ' —' 2508 s . f . i � � � G . R . F . A . Area G � oss Totals : 5820 362 968 � _ _� �tn -�ev ��J - - - -- _ _ _ _ _ _ _ _ _ _ _ _ _ � �, _ _ _ _ _ _ _ • � L� - = _ „ ' . R , � • A • � Ma � n Level . +l � � � = ; � � „ � � �,-� , � G . R . F . A . Area Deductions : ; ; ; ; ; ��____=="- - J � ; { � 1 " - 10 � - 0 �� Per Vall Town Code � � � J � � � ( � l � ���==JJJ � 9 b 8 S . �. I I - - - \ _ � • _ _ - I I / � � Ga �rage � � � ` � , � Gara � e Deduction : 604 � ; ; , _ , � _ _ _ _ � G . R . F . A . ' - - - - �- ' � • � � - , � - -� � � � � � - � � � ( Per Va � 1 Town Code ) 1 � L _ _ _ � _ _ _ J I [ � � � � � � I _ J L _ t � � ` / � Lower Lev � l Deduction : - ` - � ' � . ,' � . �. � ( Per Vail Town Code ) < 10 9 0 > G r�ii i �-�� � ILJI I � � I I �� I - - - - � G . R . F . A . Area �Tet Tota � s : A� 730 + 362 + 368 � � � ' , � f G . R . F . A . Total : 546 � � f�� , _ _ ___ _ _ �. _ _ _ __ _- �, - -, , , � � _ _ �_ = = - - -� � , � G . R . F . A . - Allowable : � 529 35 °�'0 � ;� " ; � -L -== ===== _= _===_ �:, � � _ _ _ _ _ ____ � i' � ` �, � Per Vail Town Code 45 . 2 � ;-=— -- � -- - _� - -- -- -- �; - = =-_ =- = =; ; � .;. � 1 . f. � , � ; ; � � i � ` � ' Site Area = 21 764 s . - � r . � � f, �_ � ( 23 % ) ; i ,` _ _ _ �� , = � � ; � ; , � . 40 x 10 , 0U0 = 4 , 000 s . f. � � ; � .� ' ; � ' i ; Ir = -, i i i � r � � 50 % ' ' � �, � � , , � � � . 13 x 1. 1 , 764 = 1 , 529 s . f. ; - - � , � == �=_-� -� t 5 529 s . f. � - _=_-_ - - -- - -- -- -�--� _._ - - -- - ' ` � �, �_ ��_ __ _ � � � ; 21 �� - - -- =-'� � ' - -�� ��; ; � � ' � j � � - --'l -- - - = �\` \ ii � i ; l . f. � � ' � F . � , � � � , �'l. � IE I ( _ _ _ —n _ 1 � -- -- - -- -- - — -- - _ _ _ _ - - - -- --� � � _ — _ __ _ -- _ __ _ — _ _ _- -- - - - -- � 1 � Q�O � I � � � ! � ��- -- - - - - � i -- -- -- - -- _ __ -_ � � _ __ _ .... _ _ _ _ -� � � I � 1514 s .� �f. u � E � � � � . � ; ; L �ower Lr����el 90 % � E_ _ _ _ _ _ ; ; � '; ; ; � Lower Level � ' G . R . F . A � � �, 26 . � 5 � _� � !_ _ _ _ ' . E � � ; 1 " - 14 � - 0 „ L _ i I � i I ' � � = = - � ,-- - - -- - � 1 f.�� ; ; ; , a , f�-- -- - - , 1 ! f � , � __ _ _ � . . �r � ` � � \L�\ �' —�{ i � I � i �� y � � Perimeter = 193 l . f. � � � � � L � 6U�/Or i I � � ,� i � � � \ ♦ � � I � -- - - - - - -- � � , � 66 % x 90 % = 59 . 0 % � � r - - - - - - - _ __ _ � % , �-- - - - - - - -- - - �- , ` : , I t_ __ _ ' _ '_ '� r _" ' _ _ _ ' '___� v-, f'� -' _ _" __ ^ _ _ _ ' _' `` ! \ \ \ 11 % x 5 0 % = 5 . 0 % � -- - _- _ - -- , , , r..___--- -�_ , , ; , , , � , ; � -� 23 % x 35 % = 8 . 0 % � � __ -- - - - -- - � � ; � :- -- - -- - - - - � � � , � „ �_ _ ._ � _ _. ._ � _. __ � � �- - - -' _' - -- t ! � i l f � Q � - -- -- -- = - --i� { _ � o � t i � � -� �' _ � � = = = = - = = - - = - - - - � -- - -� . � Net Percentage 72 . 0 /o „ ; , ►-_ � �- _ �; � „ � o � i i � — �� . � . � � i � i . �., \ � � , The , � ; , ; ; � ,;, , �, � Bauers Resldence � r � ! � .� . , , , o , G � � � . � . � � � , ` _ � _ _ _ _ _ = _ , � , � ;� , ; ; Deer R1 ge L . L . C , � � � ; ;� ' S107 Main Gore Dxive � � Lot 4 , Block 1 , Bighorn Subdivision � � Fifth Addition o f Town of Vail o � � T Eagle County , Colorado � o � Construction Documents � _ o _ � � Buildin � Permit Set Revtsfons: 19 Oct 2005 Dat�: � � . - � � • Qrchitecture � Planni �.g P O . 60 : Zo91 SilvercLotae . CO 60 ; 98 � ee rA 97a / 390 - 2950 Fax97o / 468 - 8047 ARCHITECT �� The designs, details, ldeas, assemblles, arrangamen�, � sp�cr�rcataa,s deptcted, repros�nt�d, and I (lustrated v+�ith►n these drawings and any attached docunentatlon are �d sha11 rematn the property oF th� AR�',HITEGT These do�uments, S no part thereoF shall b� dup {icated tn any form, dlsclosed to othars, or used �n con�un�tlon rt1;h any pro�ect other than the spec�f�c prb�e�t wh�ch they have be�n produced for, without the express written consent oP th� Af�GNI'f�GT ! � � � C � � � � � � � � � � � � � � � � � � r � � �� : = enera otes : i � � � � � I . GENERAL REQUIREMENTS : � A . Codes : F . Additional re uirsments b overnin urisdictions entities and/or codes shall take H . Provi�de a rain utterin s stem with dawns outs and diverkers as s ecified and selected b � q Y g g .l , > > g g Y P P Y precedence over these general notes . The Architect, and if applicable Structural, the Client/Buiider/Owner . Downspouts and splash locations will be determined by the Con- 1 . Before a final set of Construction Documents is issued, a plan check , pre - permit set . . • � of completed but 'Not- for- Construction Documents will be issued and submitted to Mechanical , or Electrical Engineer shall be notified and informed of all variations and tractor, (and approve � by the Client/Builder/Owner) , insuring proper Iocations for roof w changes for review, concurence , & confirmation prior to implementation at the project drainage & relief, amd positive site drain�.ge away from buildings , foundations , etc . The " appropriate Governmental Agencies & Jurisdictions , Building & Planning Departments, . etc . to insure that the project is in conformance & compliance wi�h a11 applicable , construction site . Depending on the scope or extent of the alterations or options , over- Build� r/Contractor shall coordinate these locations and water drainage/volume , etc . with r ,, . „ seeing building departments may require a signedlstamped letter from the responsible preliminary and fin�l site grading and landscaping . and enforcable requirements and regulations , Codes that will be in force for #he Architect or Engineer before work may proceed . project (both local and natianal} , as well as additional and/or supplemental requirements � . . I . Provide suf�cient, adequate roaf and attic ventilation as prescribed by code . Provide 8 " x16 " � that may be enforcable , etc . and could affect the submitted pro� ect . Other requirements ,� �� and entities that may require reviews , compiiance , and conformance may include , but II . SITEWORK: screened soffit vents and 12 x12 roof vents as speeified by the Clien#/Builder/Owner . The � not be limited to : Plannin Commissions , Zonin Re uirements Desi n R� view Board s , A . The Builder shall be res onsible for radin of the ro ' ect site . roof/attic ventilation shall be , as described by the UBC/IBC , 1 / 1SOth of the square footage of the � g g q � g � � p g g p � attic area, 50 % (one -hal#) of which shall be in the lower soffit area, and the remaining balance - Fire Department Regulations , Civil Engineering Requirements (local) , Deed Re �trictions 50 % (one -hal� of which shall be in the uppermost part (higf� area) of the roof/attic . � & criteria, Wildlife / Wetland overlay zones & criteria, ete . B . Perform excavation and grading according to comman construction practices & methods � to the lines , grades � and elevations of the Construction Documents an.d in accordance 2 . Following the completion of a required plan check, Design Review Board final review( s) VIII . DOORS A1VD WINDOWS : � & approval(s) , (if applicable) , correctiQns ( if any) , " punch " list items , points , topics , a�nd issues to any work prescribed by any Civil Engineer consultant that may have been retained � re airin res onse s , will be issued in writin b the local overnin a encies Buildin and for the project by the Client/Owner/Builder. A . Doors : i q g P � ) g Y g g g � g � /or Planning Departments , etc . ) as a condition or conditions to be addressed prior to issuance C . Provide site preparation as specified by the responsible Soils Engineer. 1 . Provide doors as described, and/or specified and of a Building Permit for the project . The Architect of Reaord for the project, retained by , and s � lected by the Client/Builder/Owner : ` representing the ' Client ' / ' Owner' for the specified submitted project, will then address the D . Provide a foundation drainage or exterior dewat� ring system as speeified by tbe � pertinent points , topics , issues, and corrections in an appropriate manner per item (by letter responsible Soils Engineer . Drainage system shall have minimum 4 " diameter perforated a . Entry Doors : wood, steel, �berglass, insulated ( if �ppropriate , ox necessary ; by revisions and/or corrections to the Cons�ruction Documents perimeter drains embedded in 1 /4 " to 3 /4 " gravel , wrapped with synthetic drainage b . Garage -to -House Doors : Solid Core , min . 1 3 /4 " thick , ' if required or necessary as a condition for obtaining the Building Permit . fabric , or as required . minimum 20 minute rating with self- closing mechanism � c . Overhead Garage Doors : steel sectional , lx cedar veneer, insulated � The ARCHITECT and/or ENGINEER will then issue revised and completed STAMPED , E . Finish gra.ding shall be a minimum o � 6 " below any untreated waod and sloped 6 " d . Exterior Patio Doors hinged) : aluminum clad waod or steel, ! SIGNED , SEALED , & DATED Set(s) of Construction Documents for re - submittal to Building in 10 ' - 0 " (minimurn) awa� from structure (or as specified by the Soils Engineer. double insulated full glass lites , " french " inswing � Deparments or any ather designated, responsible go �erning agency (s) havi�ng legal jurisdiction e . Interior poors : 5pecified and selected by Client/Builder/Owner , � and responsibility for issuance of a Buxlding Permit and perfvrmance of required inspections for III . CONCRETE • f. Adaptable Disabled Access Interior poors : If required ; Builder � the Pro� ect . The ARCHITECT and/or ENGINEER shall hold, reserve , mai�tain, protect, defend � selected & speci �ied, 2 - 10 min . width � and diligently snfarce the LEGAL RIGHT & CLA�M as SOLE AUTHORITY responsible for the A . All concrete shall be designed and specified by others . G Construction Documents ; The ARCHITECT andlor ENGINEER therefore , shall be the SOLE 2 . Glazing in doors shall be double -pane insulated glass . � AUTHORITY with LEGAL RIGHT to implement any REVISION , CHANGE , CLAR]FICATION, IV . MASONRY : M4DIFICATiON and /or ADDENDA to the final approved STAMPED , SIGNED , SEALED , & A . ' Oklahoma Brown ' Stone Veneer : 3 . Glazing in doors shall be tempered glass as required per location, size , etc . ; DATED ' Record Set' of Construction Documents . Additionally , all Construction Documents Type shall be specified by the OwnerlBuilder . � prepared and issued by 'Kevin W . Reeder, Architeot' are " copyrighted " & theref�re covered B . Windows : � and protected by all. applicable copyright laws and statutes . B . Mortar : Provide mortar type "N " ar equivalent in accordance with ASTM C270 . � , 1 . Provide windows as described, and/or speci�ed and `( The practice / procedure / pracess of " red- lining " , " marking- up " , clarifying , altering �r revising V . METALS : selected by the Client/Builder/Owner : � in any way , �h �.pe , or form a professionally STAMPED , SIGNED , and DATED set of CONSTR- A . All structural steel shall comply with the appropriate ASTM specification for the UCTION DOCUMENTS prepared and sealed by the responsible Registered ARCHITECT and/ a . Aluminum Clad Wood Windows , sized and described er schedules � assembly , erection, or treatment that oarresponds . p or Registered PROFESSIONAL ENGINEER ( Structural) , by ANY OT�IER PARTY shall not be plans and elevations . � ; done and is in NOT ACCEPTABLE in any form whatsoever, Unauthorized revision(s) by " non- VI . WOOD AND PLASTICS : ` authorized " parties is a legal violation of the Standards & Practices , ( Codes & Ethics) , of Arch- , 2 . Provide units of the size , style , and quantity as shown � itectural & Engineering Registration in the State of Colorado . This method of 'expediting ' Bld' g . A . Lumber shall, in addition to complying with governing and " in - force " codes ; � and described in the Construction Doauments . � Permi# processing & issuance compromises and may nulify and/or void the professional/legal Also comply with the following : ' responsibilfiy , liability , insurance coverage , and legal construction documentation integrity . In , 3 . Window glazing shall be minimum double -pane , documented instances , parties responsible for these aetions can be exposed to legal , civil, & 1 . " Product Use Manual " of the Western Wood Products Association for selection and insulated glass . Frovide tempered glazing at all fnancial liabilities and also possible litigation . This procedure / practice , although benign in use of products incuded in tha.t manual . windaw units as required by code . g most occurances is not acceptable & is not a part of proper professional praetice . The legal � concept - " Transferance of Liabiiity without Authorization " can have serious legal ramifications . . 2 . " Plywood Specification and Grade Guide " of the American Plywood Association. 4 . Provide and install emergency egress units in all sleeping Any REVISION whatsoever to a stamped, signed, sealed set of Construction Documents requires 3 . " Standard Specifications for grades of Califurnia Redwood Lumber " of the Redwood areas as required by code . the full a.nd comp �.ete knowledge of the responsible DESIGN PROFESSIONAL , as well as specific Inspection Bureau far Redwood when used . IX . FINISHES : � & detailed , signed stamped and dated permission authorization and approval of the REVISION . fi In the event a ' Reeord Set' of Construction Documents becomes compromised as the result of 4 . American Wood Preserve � s Associati �n standaa�rds and recommendations A . Gypsum Drywall, unl.ess noted otherwise shall be supplied, installed, C improper unauthorized, improper REVISION { s) , the Architect / Engineer shall not be required to for fire -retardan# and preservative pressure trsatedlumber and plywood . and finished as described below : � � respond or acknowledge questions , requests , RFI' s , disputes , summons , etc . referencing the altered / compromised Construction Documents . Restoration and/or reissue of a proper, unaltered 5 . Western Red Cedar Lumber Association standards and recommendations for cedar when used . 1 . Exterior Walls : N/A � / sealed set of Construction Documenfs by the responsible Registered ARCHITEC 't / ENGR+TEER. � � may remedy the responsibility of the responsible professional in a mutually agreed to timely fashian , B . Provide lumber and materials meeting or exceeding the following standards of quality : �� ° The ARCHITECT / ENGIN$ER SHALL IN NO LEGAL , CIVIL , or FINANCIAL fashion , shape , form, . 2 . Interior Walls : 1 - layear 5 / 8 drywall each side scope , or way ; by any governmental jurisdiction (agency , commission, or department) , ( city , county , 1 . See structural c�rawings for framing lumber, structural bearr�s , and structura2 sheathing state , or province ) , court ( legal or civil) ; or entity ( corporate or private) be HELD and/or � Oi7ND design values and requirements . 3 . Ceilings : See drawings and notes . LIABLE, RESPONSIBLE, NOTED , ACKNOWLEDGED , NOTED , or DEMNIFIABLE in ANY WAY, X . SPECIALTIES : � SHAPE , OR FOIZM ; singularly and/or cumulatively in Occurance ( s) or Result ( s) , 2 . All headers �,nd beans shall be free from splits , checks, and shakes . far any or a11 of (but not limited to) the following : Client/Builder/ Owner shall specify and select undex this categary i 3 . Rough Hardware : t I M takes a. Steel Items : XI . EQUIPMENT : t Information (wrong , incomplete, aad/or inaccurate) Client/Builder/Owner sha11 specify and select applicable equipment ! Drawings 1 . ) Comply with applicable ASTM Specifications . � Details 2 . ) Use galvanized at exterior locations . XII . FURNISHING5 : � Calculations , F Speci � cations, . C . A11 engineered wood products shall be handled and installed in strict accordance with the Not a part of this contract � Notes manufacturer' s specifications and recommendations . � Clarifications XIII . SPECIAL CON5TRUC 'I'ION : E Construction ( conflicts , problems , incompleteness , D . Provide roof trusses with the ability to sustain and support the design loads for the indicated ; inadequacies, neglxgence , or failuresj spans, profiles , and assemby arrangements speci �cally indicated, called out, and illustrated Not a part of this contract ' Misc . , etc . in the issued Construction Documents and speci� cations . The truss manufacturer and/or i Structural Engineer shall be responsible for the design ( including spacing) of all trusses and XI�V . CC)NVEYING SYS �'EMS : Directly resulting from (but not limited to) th� following actions shall submit shop drawings (stamped and sealed by a registered engineer} for review, and appraval to the Architect and the ClientlBuilder/Owner . Not a part of #his contract � Red- lining / ' Red- lines ' , Altering / Alterations E . All wood plates bearing on concrete or masonry shall be decay -resistant . XV . MECHANICAL • Revising / Revisions � Detailing / Details F . interior trim shall be speci 'fied by the Cliant/Bnilder/Owner Refer to Mechanical Engineering Consultant Specifications . Clarifying / Clarifications , Supplementing / Supplementais G . Exterior decking and materials shall be as indicated and shown per the issued set XVI . ELECTRICAL : Adding to / Addtions of Construction Documenmts . Subtracting from / Subtractions Refer to Electrical Engineering Consultant Specifications . Misc . , etc . VII . THERMAL &. MOISTURE PROTECTION : STAMPED , SEALED , 5IGNED & DATED CONSTRUCTION DOCUMENTION . A . Foundation moisture protection : : 1 . Provide hituminous damproofing below grade at all perimeter foundation walis as 3 . All work performed on this project shall comply with all applicable loeal , state and re uired • and in conformance with UBC section 1402 . 4 national building codes , ardinances , regulations , and a11 ather authorities having q ' Note : „ . jurisdictinn pertaining to the project . 2 . Provide sump pit and sump puxnp where required and as spacified by Builder. Plans and Documents submitted for this projeet are prerpared in compliance .� with the following codes as modified and adopted by the Town of Vail : , -� B . Al2 contractors subcontractors shall be res onsible fdr their role in the construction 3 . Foundatiton drainage sha11 be verified with the soils repor# and engineer� d foundation . � P 2003 International Building Code 0 of the project and shall be held�responsible for adherence to ; practical knowledge ; & 2003 International Residential Code B . Provide thermal builc�ing insulation at assemblies adjacen# to exterior or unheated spaces . � implementation of the content and described intentions of the Construation Docuznents. 2003 International Mechanical Code The , C . Prov� de and install " TYVEK HOUSEWRAP " or an equivalent weather 2003 Fuel Gas Code B a u e r s R e s 1 d e n c e C . All manufactured assemblies , articles , materials , and equipment shall be applied, ' 2pp3 International Plumbing Code � installed , erected , used, cleaned, and conditioned in strict accordance with the resistive vapor barrier on outside of sheathing at all exterior walls . (typieal) 2003 Ener Conservation Code res onsible manufacturers recommendations . gy Deer Rid �e L . I., . C . `� p D . Provide thermal building insulation at assemblies adjacent to exterior or unheated spaces . 2003 National Electrical Code , � 5107 Main Gore Drive .� D . Design Loads : E . Roofng shall be asphalt shingles as specified by the Client/Owner . LOt 4 , B1oCk . 1 , B1ghOrn Subdivision � 1 . See Structural Drawings and Specifications fo� all design loads and criteria . Fifth Addition o � i F . Siding sha11 be lx cedar (exposure as noted in Construction Documents} Town of Vail p � 2 . Prior to the start of construction, verify design loads with governing codes and site and as s � lected and speci� ed by the Client/Builder/ Owner . Q � Eagle County , Colorado conditions . Verify and check with local building agencies for applicable wind, seismic , - . - � snow and other special loading conditions . The Architect shall be notified of any and G . Provide flashing and sheet metal as required to prevent the penetratian of water through Construction Documents � , all variations and discrepancies frorxx prescribed design loads used by the Structural the exterior shell of the building . In addition to complying with the prevailing codes that - � - i � Engineer for the project according to Section I . E . 1 . are in force , also comply with pertinent and applicable recommendations contained in the Building Permit Set Revistons : 19 Oct 200b Dat�: � current edition of the publicationlhandbook - " Architectu�ral 5heet Metal Manual , published . . E . The Contractor shall field verify all site conditions , materiais , and dimensinns . by 5MACNA . � j'1 � R ,Architecture Planning � PO . Bo : 2o9 � Sil � ertho � no , CO 80498 � 970 / 390 - 2450 � ee R C H I T E C T Faa 970 / 468 , ao ¢ � � i Th� desig�s, detalls, �deas, Q98Bfl'1{9II0�� arrcngements, � spaatFtr.attor�s deptcted, represented, and Illus�rated within the.�e drawings and any attached documanta�lon are cnd shall remain the property oP the ARGHITEGT These documents, � no parb thereoF sha11 be dupltcated in any Porm, discloged to others, or ugad In con�unction with any proJeat other than the speciflc pro�ect whiah they have been produced for, wtthout the expres� writtan consent oP the �RGHITEGT, h�dt i ( C D A E � A- 11 A- 11 A-9 A- 12 � � � 102 ' -I " � f I '1 ' -O" � 21 ' -O" ' IS ' -O" ' 20 ' -b" 2� ' -�" � I ' -10" ' ' 38 ' -O" ' 16 ' -2" � 16 ' -O" 4 ' -6" IQ ' -6" f5 ' -I " ' � I I I rt" 2 � �, �� II ' -8 � �� 2 � _6g/ �� �� 5 ' -8 " � 10 ' -3� " 8 ' -O" 2 ' -b" 6' -5" 8' ' -8" � : � � i H �"'�"�'�H ��* H� �� =y - •�� T� � i _ r� �a' �r • r }rF� • �� wrc-T� w n,.y--��rt� ��� � ��� r �w �� �..�� ��. r �.--.� r _ _�� � � �� - � , LiN� OP ROOF OV�RHAN6 ' ! = MINIMUM � � - - - - - - - - _ - _ J ---- -___ � .J J 2�_6�;i 2 ' -63/¢� ��44 -� � -I " 2 ' -6� �� a. i J6' HIGl�f � � j______. _ __ -- --- -- -_. . . _--- - - --- -- ---- -- ------- --- --- -- --_ __�._._ _ _ _.�__!_- ---- ------ -- -- - --- - -___- - - - - � � . / � �. __ _ _ � _ _ __.__ __ _ _ �--� R O � R.O. � GUARDRAIL �-._._ __ __ � _ , �_ __ _ ____-------_ _ _ __ _�__ ^ ' I [�l /% (�-�_ __ _ __ - �- �___ �_- -- ___ � _...___ _ . _ � ___ _ _ _ _�_ __ ___ __ _ _.. _� _��.�---� --___ _ _ _ _ _� ----- -- -- - ---- - -- - e I I � — L � , _.�.�--�=--�_-� ._ � i � -- -- � _ _ � �_ . __ _ _ _ � ____ ____ _. .__. _.. _.__ � - - - -- - - I �-�_ _ � . , ____ _________ ____-- - ------- -------- . , � � ___---- --- - ----- ----- -- __ _ ___. _ _ �i � � ___ _ ___ T _ _ _ __ _�___ _ y � � �------- — ...._ _—___.-. __ - -� � /� ,• � f_.__ __ -_____ --� - - �__ __. _�—_—_---Y--. —_4---��4—�— _� --_ _ ^— � — '� _ ? � � �, ,.. _.�- - - - - - - - - - - i �� � `:� I I / � ��/���_� � _ _ _ =_..._. � _.._ _._. �. _.. ._... - __ - --- - - - - I LIT1E OP ROO� OYERF�+NG ,' �` .-____- - --- --- _..._. � � � � , �_ _ _ _ i � � i n i - — _ �-�------ ----- -- ---- ------ --i� \ ; � ____.__ - - —_ ___ _._._ _ _._..__ , . � � � , ' , . � � z -r- � .. �.ti - - - - - - - - - - - u� '� � �'�� - - -- - - - - - - - ~ � •. � - �- -- - - .�___________ .. _____ ---- F --- -------- !� .� � f � � •- �—'-- -_ _ _._ � .__ - .____ -_--_ --- -- � i � iT" — .^- — i — — i � I 3 /i � i � � 1 \�' \ \� � � � i{l� ' �l __� ..r_______.____ _ _.� O � � Q , _ ._. _ _ - - - - -_ _ _ �1 � , ♦ t � f � �/ „ , �f. i ��t_ ___- --- - �---f-- - �- ------- — -------- -----_____ __--- ------ - ��-- - - --- ---- - --- � � � � � � � I `'� - � � O / ,, r ,� s _- - ----_ � ___- � � � . �. � / / � / / i �� I � i � � � ; . , �� � , - - i ` �� i i � �• __ -- �� � � � � � ♦ fn / ' ' � / � � F � ° — - — _. . _ t�._ � � i � \ �� L — — — -- "- — — — — — — — — i I — -- �---- �'� � r 1 / \ ''�� \\ `. �� \ \ 0 ' j �, �, � � , � �� � w - ----_-__ _ - `_ - -- � ._____� .___.._-_..-_- ° I p� I Q�� � --- - -- -- - - -- _____ _ry -___ �_._ i , � +� � \\. � � DW� �`� , � t _ — — — — — — — — — ,C� ! � % i Q S �S �fi-- .__ -_---_----- ��� \ \� \ ` �, \• �'� / I / 1 X� � ' u _ � �� � u _s � n__. __ ._- - � ° ` � , � , , � _ _ \\ � � , �# _._ ��- _ �_+__ � �''..1�- � -� -6�' -2 -6�' ^ z_-6 -4 _� � _ �. � . . � � � �, , , , � �' ��� f / ' f �� �/� f ��t �� ����-- --�-I -- -- - - ' -- --�t - -- � -- - -- ��- ' �--_—1 \ �. __-_- - _- '�. 4--�-4 '-- � ♦ \, Ti`` / / \ �� / � - - ��� � / � � �Y�\ ' -'�.._ _. _�����` '��i���y�. 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' . , . , � � � , � / /c� R� = ,� �� ;, � z j-. � LIN� OP RO C�V�RHAh1G LINE O� —� 90 ` ��� � i i i � � � \ '�' . � f - � z � ! � ,, , �r�h , �� " , _i f ' � � I f1 i� �=..� =;'�� � ���� � I � � � W J UPPER `8 � � ��1 i i r i � � � � � � Q) � � � ( r _ _ l FLA_�"aSTONE1t PA1/�RS ��� � � lr � � LEY�L � � ° � ��� ' � i � � i � � �% � � � �� � ` � � , ,_____ .�y 1 1� yw = E ��` � ' � � �� u� � i � � '��� -', � f ;'> rt - �'� �� '��ti�, \t I � � QL � � \ � py �� �� � � � i ir� / � G /o � ' � — ��� � }1 � _�l<< _ -��:- — — _ Q Ll � � G ` ���� � �%� / O/ -_ ', / � � � _ _�w--_ - - ' _.,� -— — � O � � < <i � � � ���/ �� � (ri ' u- � � � � ( m � � �, �` \ �s � `-'� � / / �� � r � ° � � L _ _ _ _ � I � � ` , � \ �b � / o� '' ; n 1 i - �I � � — �- - - - _ - - � � � � � � 8, , � � ��, � � � :�` , ,°�o• +o z � � -- - - _�_ _ _ � _ _ _ _ _ _ _ _ _ �. , � �, \ � / /v � � � � �n I � � � � � � � I � # �� °\ \ / / ! / ryry i m � i �� I I � I I I I I � � %; c��`� ��� � �, � ! ► `- — — �-1- --�r�- �--��c� ov� r� .11_ _ _._.. — } �, , ti�� � � � � � i , � � � �' � j j � � }; \ � , .� � i � ; s,, 4� � � i \ / ! i I t � / � j z � -��� j a � _6„ 2 � _3„ i � � _ �� � ' � _ ,� � �� � � �� � _ �� � _ �� � � _ , �, NOteS . � 6 i ; 10 ,3 5 -�t i 14 -O { _ " 12 O 12 O ' I I' 13 2 I _ r 'I ' r " � �, � 23 6 26 O 25 -2/ II 5 15 II � STAIRS ' � ! � 74, � _8� ,� j 2"1 ' -4� " � Stairs to have a minimum width of 36 " ; a minimum tread depth of 10 " ; a minimum riser height of 4 " ; a maximurn riser height of 7 314 " ; � � , „ � and a minimum headroom clearance of 6' -8 " above nosing of treads. � t � 102 -1 � m Stairs shall conform to R311 5 . 8 and IBC1009 detaiI requirements for ` The � circular, spiral and winding stairs. �+ �+ . HANDRAILS : C D A E � � � L J � S 1 e n c e � Handrails - Stairs havin( j gr (p) or more risers shall �� � D e e r R i d g e L . L . C . � have a minimum of one 1 ras able handrail 34 to 38 A- 11 A- 11 A 9 A- 12 � above nosing of treads Handgrip portion of handrails shalI not be less than 1 114 " nor more than 2 " in cross sectional dimension, , 5107 Main Gore Drive � The handgrip portion af handrails shall have a smooth surface FIRE BLOCKING • CItAWLSPACE VENTILATiON: > > � witb. no sharp corners . Handrails projecting fram a wall shall have � Ot 4 Block 1 Bighorn Subdivision � � Iiandrail ends to be returned to walls, or terminate in newell posts. Firestop all interconnectipns between coneealed vertical and Provide sufficient, adequate crawlspace cross-ventilation at M � I 1 �t L E V E L Fifth Addition ,Sy � Ballisters on open side of stairways to be spaced such as not to hori�ontal spaces (sof�ts), between stair stringers, and the 1 sq . ft. of venting per 150 sq. ft. of the crawlspace area Town of Vail 0 � permit a 4 " sphere to pass through . Handrails shall be continuous openings between chimney chases, and all attic spaces . ; between landings (can be interupted by a newel post at turn) . Provide fire blocking within sleeper-type floor systems so MOISTURE / THEKMAL PROTECTION : j / 4 " = � ' - Q " F L p � Eagle County , Colorado � � hat no area exceeds 100 square feet_ Provide bxtuminuods damproofing below grado at all perimeter � � � L /y . � E GUARDRAIL5 : Fireblock material may be 2" nominaI lumber, gypsum drywall, etc . foundation walls as required; and in conformance with applicable �� v i t i � Construction Doeuments f Guardrails - Guaxdrail to be a minimutn of 3b " above flooz with securety fastened in place, loose - filled insulation is not acceptable . sections of appropriate code enforced. —. ❑ E ' ballisters to be spaced so as not to permit a 4 " sphere to pass through. ROOF VENTILATION : Provide " TYVEK Housewzap" or equivalent wea.ther resistive ' ' 19 Oct 2006 � Bu � ldin � Perm �t Set Revislons: Date: ; vapor/thermal barrier an outside of sheathing at all exterior walls . , GAS FIREPLACES : Provide sufficient, adequate roof and attic ventilation as prescribed by code. � . � , Fireplaces - Provide a manual shut-off valve withitt 4 feet of the Prp�ide 8 "x16" or aontinuous screened soffit vents and ridge venting as V � ' speei �ed by the Client/Builder/Owner. The roof/attic vent�lation shall be, • A r c h i t e c t u r e • P 1 a n n t n 1 g�s appliance umt (not in the firebox, or unit) that is accessible to � the room in which the fire laoe is located . Provide outside combustion �s desaribed by the IBC, 1 / 150th of the square footage of the attic area, P o $ o : ao9i Silverthorne , co aoa � s I p 50% (one -half) of which shall be in the lower sof�t area, and tlte remaining 9 7 0 / 3 9 O - 2 9 S o � air as required per the manufacturer's specifications. Installation balance - 50% (one-halfl of which shall be in the uppermost part (high area) ` p � y+ Fax 970 / 4b8 - 8047 � instructions for the listed gas �replaces muat be on site for of the roof/attic . �� � inspeetion to verify clearances to comb . framing and/or trim, etc . A R C H I T E C T i The destc�ns , datatls, ld�was , assembll�s, arranr�ements, � spocl�lca�lons depl�ted, represented, and ►Ilu�trated wtthln tf�es� drawing� cmd any attached doc��mentatfon are and ahall remaln the property oF the �RGfll'i�GT. These doc�ments, E no part ther�oF shall be dupltcated In any form, dtsclosed to others, Qr us�d In �on� un�tron rdth any pro�ec� ather than the �peclflc pro��sct wh1�h thay have been produced for, wlthouti the expreas v�rltten �.ansent oF the ARGf�I'f�GT. h�t ; � i ! k � E C D A E � A- 11 A- 11 A-9 A- 12 � ; j 6d ' -O" I '7 ' -O" � � 25' -O" 14 ' -6" "T ' -O" � b ' -O" I6 ' -6" � i I I ' -6" ' I6 � _�° 3 ' -6" 10 ' -O�� ,q, � _6�, � -D� ' 2 � -6� " 2 ' -�" � p��� 2 ' -6� " � ' -6" 2 ' -6�' " 3 ' -O" ; , � ' -5" 2 ' -6�' �� � ��� , 6 , ��, �� 10% " 2 ' -6� �� � _5' 2 ' -5�"� 5 ' -D� �� 2 � _5� �� R,O ( R.O. RO. � , , � � O. � R.O. R O R.O. j t ; I � , _ ___._ _._. ._._. _ _ � .._._ ..� ._ ; i i i =�� � � �� , � i , � ' � i { I � j � � � ' � � � ' , � Ei � ' ' , � � Iij � � ! � I �� � . � � � � � � � i� l i � � � j I� ' �� , � � , � � � � ' � � � x f � � � � I I ! 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C . � 5107 Main Gore Drive = Lot 4 , Block 1 , Bighorn Subdivision � L C� �%'� E R L E V E L Fifth Addition � Town of Vaii o � / 4 " = 1 ' - oT' � L O � R P L A 1 �) _ Eagle County , Colorado _ � Construction Documents _ o * Buildin � Permit Set Revtstons : 19 Oct 2006 nQ�; � . � ' � n • Architecture • Planning � p. 0 Boa 209I S � Ivetthocae , CO 80498 ' y� 970 / 390 - 2950 � e e L Fax97o / 468 - 8047 � ARCHITECT sheet The destgns, detaEls, 1d�ag, assembll�s, arrangemonts, � spec�ftcat�or,s dapratod, r�pr�sented, and Illustrated wlthfn these drawtngs and any attached documentat�on dre qnd shall r�m�+ln the property oF the ARGHIT�GT Thesa documer�ts, � no part thereoP shalf be dupltcated tn cmy form , dlsclosad to others , or used In con� unct�on wtth any pro�ect oth�r thw� the spectflc pro�ect whl�h they have been produced Por, without the express rvritten consent oF the ARGH1't�GT. � , I C I, C D A E A- 11 A- I 1 A-9 A- 12 � 2 ' -6" 2 ' -b" � � � � O.�f. 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PLA.NT SI�LP/TRIM DETAIL ��• m ' ' AT GOR1�l�R WINDDYVS WITH "Sf�RRA PAG1PIU', OR �QUAL ALUMINUM GLJ�D BRAGKEi'S, ETG. A5 SHOWN WQOD WINDOWS A5 SHOWN t'�R ELEYATlONS, m �L.00R PLANS � WfNDOW SGFI�DUL�S. MULLlQN STUC.GO ,hND GRID D�TP�ILS AS SHOWN P�R ELEV'S. � `OKLAHOMPti BROWM' STON� VENEERj ~-E TMP��—� GLAnDIN6 GOLOR =SAGE 6f?EEN" 11�N��R r0 S� APPLIED rv/ LINEf�R ts 'RANDOM �5HLP�R' L4Y -UP. ED/�R D e Ck � 1 __ –� SI�+�LF TOP OP GONGRETE SUBFLO�R +Il�" � � 51TE ELEY�►►TI4N: �.00 � � "GOLORI��DO BUPF" STONE GAP - � ' � �--1.�-� _ - � � `�- ,_, _ - z TOP OP SUBFLDOI?- NtP� IN LEVEL TDP OF PLYWOOD SUB�LOOR - -- - - _ � __ - - - -- - _ - - M�41 N L.�YEL � _-�- = - _- V.��� _�� __ - - I �F° ' 1 - J015T' FLooR �AMI N6 � Q,o , - -�- ,- - DIAf'HRA6M RT 6RT, f?M. ONLY i � - - - _ - _ _ - - - _ - - _ _ - _ - _-- - TOP O� Pl.p►7E- REG./F,a.MILY ROOM "SI�RRl� PAGI� IG", OR EQUAL ALUMINUM GLAD I � � --- -- ----- ( , �� Y C � _ - � _ _ --- r�„ _ -- _ - r ` !-OWER LEVEL i � - - _ _ _ � � �.: i.�_i �^.-_ � WOOD WINDOWS f�5 SHOWN PER EL�1(/�TIONS, 1 I - ^ [� • - , ..�.. _ - - - -�- ' F�OOR PL4N5 � WiNDOW SGH�DULES. MULLIOH I I � � � � � �,_--__ _ ' � , _ - _ ',� --- ' � �� - --- �---- "GOLORADO BUFF" STONE G,4P A�1�V 6RID DET� ILS A5 SHOWN PER El..�/'S. � � � � � � � , _ - _ - - - - _ --, _ _ , , �ll� - - __� � °� ' GL�4D�IN6 GOLOR -"5�6E GR�EN" J I I ' i LII� �P PIN15t� �,~ ) - -- - - - _ - __ '� NE N�E --- _ r - - - - - - - - - - - - - - - - - - - - -�- - - - - - - - - r - - - GRAD� �4T EI.EYts.TION __� -- -- - _ - � � r� � � ' ` - - - , - - �° P 2�A `� ' TT'ER� ' 17� f41 tt�lC� - - - - - - - - - - - - ���. _ '_ .� � L " - - - - - - - - - - -. _ — - - - - 1 - - - - - _... _ _ _ _ -- - - - - - - - - - - �- - - - - - - - -� - - - - L - - - - - _ I � t - - - - - - - +- - - - - - - - `- -- _ r`.- _ =-� Y_=.-., T T D - - - - - - - - - - - - - - r t- - - - _ _ _ _ _ _ �. _ _ - - - - - - - - - - - - - -- - _ -- -- o - TOIVE V�NE R TO S� APP ED rv/ LINEAR �i - - - - - - - - - - - - - - - - - - - - - - - - - --� - - - - - - - �- - - - - - -- - - -- -- - - - - - - - - - - - - - - - - - -- - � � � f � � _ - - ,.�.�- r. � � - -� - - , I ._..�_,- --- � ��=; -� - —�-� � _ �-- � --;----- NDOM A�SHLAR t.�Y-UP L _ - - - - - - � - - - - - - - �. - - - - - - � � LINE OF �XI5TIM6 � � _ ___; -'°� _ ,- - - - - - - - - GRr4DE ,4T El.FVATION - - - a - - - - -- - - - ' - - - - - - - - - - � - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 'QKI..A�-IOMf� BROWN ' STONE VEhIEER ; 1 ''w - _ ` - - - - - - - - - -- - - _ � _ _ . v. i V�NEER TO BE APPLIED w/ LIN�R � � �� - - - _ _ _ � L _ � � � - - -- - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - � 'RANDOM RSMLAR' LAY-11P. � I I r -- -- _ _ _ _ - - - T - - - - -� i i i � ! _ _ ! � i i � TOP OP GONGRE'TE SL4B — LOWER LEVEL � _ _ _ _ _ _ _ r L _�����.,:,������`�? _ !��:�w�=�����.=��.F.�:=�=-- - ---- - - -- - -� �-- — — --- --- ----- ---- - -— ----, i 51T� EI..EV: 85535y ' r � - - - - - - - - - - - - - - - - - - - - - - - - - � - - � - - - - - - - - - - - - - - - - - - - - - - - F � � �- - - - - - - - - - - - - - - - - - i �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � i i i i � - - - - - - - - - - - - - - - - - - _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � GUSTOM �ABRIGA'TED P�RG4i�D M A T E R I A L S � 2x6 OVER 2x10 R5. GEDAR RIDGE SITE ELEV: 8�12.00 ' S'iE�L GHIMN�Y G1hP w/ RUSTIG SEE ID��TpTjL jL5}E'E�5�5' TOP OF RO� SHEA�THING O FI G �4T Lo R TRG��TAL RIDGE SITE ELEY: S�t0.85' W E S T E L E V A T I C� 1`rT c o L o R S C H E D U L E � • , � � -d° , , , , , Tot� o� RooF s+�a-rHit�t� , „ ,� ^ � �� � RlDGE StTE ELEY: 858q.81 0, , 8x16 RS. �xrFr�loen � + ; ) � 1 ; � � , i , � , , o � 2 -6 1 / 4 1 - 0 ( LEFT SIDE ELEVATION FROM STREET ) ASPI-fA�LT 5H,4KE ROOFING PURLINS (NON-STRUGT. ' � j � ' � 1 ' ' � ' I i � � ( � ( ' I � � �. � o RIDGE StTE ELEY: 8584.40 ` � , , � � � , t ���� r � "z � o.H. TOP oF ROOF SHE�THiNG rrP �c,�L As sHOwW I , I � � � � � { ` � i j � µ �LK = "PR�STIQtJE" � � ' � � � � i i I1 � � � ' � � � � � � � � � " � T4P OP ROOF SHE/�THING n n � ' f I � � � � � � ' � � I a � � � ! � � i ` i E i �� � THRE� -DlM�NSIONAL - HIGH DE�lNf710N � „ � , � � f � � , ) , l � 1 — � • i � � � � � � I 1 � i ! k ! 1 . i ` I ! � ' � � �SPFIA�LT SF�6AKE ROOFING � RIfl6E 51TE �LEY: 858'1.48 ' p 6 1E i � � , � , � � � ' 3 � � l � I I I � , E l , ' � � ` + � ► i � � ` � � � � � ' ` � � � j � 1 , ' � � � I � I � `i1 � j ' ' � � � , � ' GOLOR ='W�,�THER�v 51..aTE° � I ! , I , . � l � I1III � f � k { � , � � � i 11 � i tj I I � � { � � i � � � ' � � � � � ! ti i I � E I � � � ! � { � � � � � � � 1 � rop oF �zooF s�TMit� � � � I � ' 1 � � � � � � E , j � � � � � i � ; � � , I � � I 3 � f i i � I E � , i ?.LUMINUM GLAD WOOD W INDOWS ! � � � � j1 � { � , � � l , � , , I � ► 1 � � lEII , � I , 1 , � � , � � � � � ► I ► � t � I 1 I � � �, „ , i � � t , I � i � � � � i G � � � � � 3 ( � � ( � f � I � I � I , I � } + �� ,� 51ERRA� PAGI�IG WtNDOYVS - ESTATE SERI�S � � � [ ! � + , l ; ; � � � , � � t � i � � { � � , i � t , � I � ! � � � t � ARG�tITEGTUR,4L HIGH D�FIHITION I � I � , ` � � � � � � f 4 D WINDOWS R , � f , � ( f � , + 3 � ,4LUMINUM GL�D WOD ( I I � � � I , i ' � � � � I l i � � ` � � � � 1 f E � , I � � � THR�� -1�INt�NSIONAL �SPHALT SHA�K� . �� � 1 , i � � � � � ' ! I � ' , I I � � ' i ' ( tl � � � � � � I � E ' � � � „ � I � I � � f � fZOQFINC� - "�LK" PRESTIQU� 30 GLAI�DIN6 GOLOR - SA�GE 6REEN j i � ( ' + i � I + MATGH COLOR IP ALTERN�TE WINDOW ! � ` ? l � f � � ji � � � ! E I � � � I ; E � ! � � � � i ► � ( � � l i ' ! , i , � ; { � � I , � � , ( f M,4NU�AGTUR�R 15 GHOSEN I � 1 � � I � I II � E � � ' i ' ' 1 � E ' i � ' � ' E I � I � � ' � i I f � I � I � � , � � f , , � , ti � � , � � TRUSS F�EL H� IGHT /�T '7/12 SLOPE U.N.O. ! i � , , � I � i � ! � 1 ! � STONE V�NEER �ND G,4P5 j � ! � � � � � � � 1 � f � � � � f � � i � ! i � I � , j , l � i ( � � 3' -0" � �� I ! � I � � i � 1 C i � f r i � � � � � i � � i � � � � } ! � i I I � � , ; � � � � � � � � I � � RID6E S ITE ELEY: 858�.23 STONE vEl+t��R - °oKLA�t�toM� BROWN" � f2�i � , � ( I . � �_ � � � � � � ` , E � � � � ` I � , i � ` � � o.�. _ ,� �� � � � � ( � E i ; � ! � ` i , +i � i I � � � � � , � I � , TOP O� R40F SHE�THIN6 STONE GAPS GOLOFZADO BUPF S T�N D A R I 7 T�P P L A T E H E I 6 H T- U.N.O. i E j � � I I � � J 1 I I � i } � i � � ! � I ; i f I � � , � I � , 1 , , STO N E 1/�A I E E R T O B E f 4 P P L I E D W I T H . � ` � _ ut�R 1�,1E1. a ; � ; � I !, � � � � � � � ' ! � i � � � ' � � i � � l 3 ; � 3 � 11 � � , � t ' A °L I N�A R"- R P.N D O M A S C.H L A R "I..f 4 Y-U P". � � ( � � ' � i � � � � � � � � � ' � ` j 1 i , � � ] ' � � i � � � �{ �! ' �i } � � � I ; il : � � ► ! i ! � { 5T{JGGO � I �LD / TfZIM � , � � ' ; � � � � � i � � I I ! i f � � i � � ; ; 1 � ; � � I ' f ' , + i � � I � 1I + G � ! I � , , � i 11 � ' ' � � � � E l � II I � il � � I � i E � � f { Il ; � J � I � ( i � � � , � , KWAL-+aow�LLS ,�+ � � � y � � (�I � , E � , ? � i � � � lli � � � � ; � l � iI � � � � � � ! i � � � , �82[3M - PLAHTATION BI �EG� LRV 41 _ � _ �� I + � � � � I � � I ! ' � I � I � � , � � f � i � � _ � � i I � } { #8224M -' BALSAM B?.RK -LRY 1F! ,�.`0 � 6 I � � � , I � { 1 a , j , � ' ' �€ IN'i'EGR�TED STUC.C'�O GOL�R (y j � � , � � i ' 1 � I � � � r � � � jl i i � � � M i I � � � � � E ! MATGH GOLOR rv/ ALI�RNP�T� � RU571G METAL ROOPINb AT E � ' ` � � i I � { � ' I � { ; E i � i � j � � i � l � � � � � i � I � � � � j �S' LOY`4ER ROOF ; GORRUGATED � i � � � , � ( ' � � � � � � E � ' i ' ! � � � � f � ; � i j � � i � � � M,4N�AGTIJRER IP t�IOT ,4V,41LABLE � TOP O� GONGRE'I� SUBFLOOR +I �" �2 � � � � , � . 3 � i ; � � � i � , E ' � i I � ' TOP OF P4RT'E- 6RE�T Rc�OM �,45G fA AND TR I M � 2 � �� 7 #M 5 -8 4 4 JS S E M I K T t Z,4 N 5 P�R�N T ; Q.H. STF� IN ON R.5 G�D,4R, �7G. ; TOP OF PLYhtOOD SUBFLOOR � 2 � -6�� T( MSEiZ GOLUMNS, BE,4M5 , � PWRL. iNS � �7 � , O.H. Nt�SSMER'S ='OAK BROWN" � #M5-804 - S�MI - TRAI�SPAR�NT 125,,��� UPP R L L STP� IN ON RS GEDftR, ETG. � ST,4ND�4RD TOP PLPtTE HEIGHT- U.N.O. � � � � M�41N LEYEL , G,hBLE VENTS - fht7�RIOR AGGENT � 6 MESSMER'S -"0�4K BROWN" � "SI�RR�4 PAGIFIG", OR EG2U�hL aLUMINUM GLAD � ^ ^ � 5T,41N OH R5. GED.4R�PAR�KT WOOD WINDOWS �5 SHOWN P�R ELE11A710N5, FLODR PLANS # YVINDOYV SGH�I7U1.E5. MUI..LIOH �.°� /�ND 6RID I�TAILS A�5 SHOWN PER �LEVA�TIONS. �G���� m I ty GIADDING GOLOR ='S,4GE GR.��N° A55�MBLY��L � FLASHING, GUTTERS �ND DOWNSPOUTS ` i � GOPP�R � � D k i TOP OP GONGRET� SUB�LOOR +I �'2° -- - - EI1t _ TOP OF GONGR�'fE SUB�LOOR +Il�" The , � � SfTE ELEVATION: 8�..00 ' O SIT'E E1�EY�4TIQN: �.00 � B a u e r s R e s 1 d e n c e � , _ i - - � � TOP OF PLYWOOD 5UB�LOOR � - - - - -- - - - _ f TOP O� SUB�LOOR- rw, ix ��L D e e r R i d � e L . L : C , � � 125i8�� Ntr� IN L.EYEL �' - =- - _ -- ----. __�� — _ �4• � 5107 Main Gore Dr1ve �: ST�tNDf�iZD TOP PL}kTE HEIC�HT- u.N.o. _- - �.... 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I � ❑ - � --- -- ---- GRA�DE P�T �L�Yf+.TION - --T ^-- --- ----- ,� - - --- � i �a__ i TOP OF GONGRETE SL.fkB - LOWER 4E1(EL 27 7une 2006 � 5 ('I� ELEV: 8553.z✓T r � _ i�......,�._..._._,,.��y �- ---- - ----- -- --- --- �_– _._.. _ ....._� r"..�_------ -�-- --- �-----– ��=�����^�-- - ---E��- -- --4-:a � _ ! , St E EV: 8553.58 D te: � i i � � f?evislons: a _ _ _ _ _ _ _ _ _ _ _ _ _ _ r� = = � = �_ � .� _ � _ � � � � _ _ _ _ _ _ _ _ � = � � ^T ' = � � � � _ _ _ _ � � - - - _ � _ � _ _ _ - � � � � � > ; � � � � _ _ � = = = = � T = = = = = _ _ = - � ' � _ _ _ _ _ S � U T H E L E V A T I C� N . , , , � � � 1 /4 " = 1 ' - 0 " ( FRONT ELEVATiON FROM STREET ) � The deslgns, detalls, ldeas, assemblle�, drrar�gements, � spe�lflcatlons deplct.�d , reprssanted , and INustraEed withln thesa drawings and any attached docu�nentatlon are and shall remaln tha property of the A�RGH!'f'�GT. These documents, E no part thereoP shall be duplicated tn ca�y Porm , dtsclosed to others, or us�d ln con�unatten wlth any pro�act other tha� the speclfl� pro�ject whtch they have been produced for, v�Ithout the exprass wrttten consant oF the ARG++ITEGT heet : � i � � r � r \� f � GUSTOM �P�'3RIG,4'I"�D ARGFf�D 121L�GE SITE ELE1/: 85q2.40 ' � STEEL GHIMId�Y G,4P w/ RUSTIG T4P OF ROOP SHE,4THIN6 ! METaL PINISH T4 MATGH ME1"f�L 2x6 OVER 2x10 R� G�17A�R RID6� 51'TE E1..EY: 85c10$5' ' ROOPING �T LOW�R ROO�a � �,45GIA AT �LL. 6�BLE RODFS TOP OP ROOF SHEATHIN6 , „ � , , I � I ( ' t 5�� D�TA� IL I ; SHE�T 'A-15 '. 2 �6 � � � � � � � i � , � � , . �2 r j � � , 1 , Ri� sire ��v: as8a �o RIJ�6� 51TE ELEV= 8588b�' 2 -6 � , � � � � ` � i , � j ! � i i � � 1 I � � � � � � � � � � Ij � ' I i j t E , �a BPxURl.. IfRS� (NO-5�7RIDJGT � TOP OF ROOF SHEATHIN6 O a ( � J � � , � I � 1 I a � -� rj � , , I � � , � � , i , � � � � � t � t ; � � f , f � � , t ! 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IZ�b \�� �\ \ \ � b?�BLE 1/ENTS - INT�RIOR AGGENT `�,��\,� � � \�` ST�ND,�RD TOP PL4TE HE 16HT- U.NA. 2 _6 R U S T I G M E T A L, R O O�I N 6 ,+�T 1�1AtIN LEVEL ME55MER'S -"OAK BROhIN" p,�, �I LOWER ROOP ; GORRtJGATED STAIN N RS GEDP�R ETG ��� �L.f�SHING, GUTTERS AND DOWNSPOUTS "51ERRA� PAGI�IG", OR EQUAL ALUMINl1M GLAD STUGGO - GOPPER WODD WINDOWS AS SHOWN PER �LEYA�TIO1�(5, EXT�RIOEZ--� ,� �LOOR PLANS � WIW70W SGH�DULES. MULLION �TMP� P1.ftNT SH�LF/TRIM DE7AIL � The AND 6RID DETP�iLS ,45 SHOWN PER �L�V'S AT GORNER WINDOWS WITH is- • GL4DDIN6 GOLOR ='SAb� C�EN" BRI�GK�TS, ETG. A5 SHOWN B a u e r s R e s 1 d e n c e � � TOP OF GONGRE'TE SUB�LOOR +Il�" � ���o�oww�flo �' STOAI� G,4P 51T� �LEYATION: as�.00 � D e e r R i dg e L . L . C . � _ - - ��- - � - �- � - � - - _ _ __ - - �_ - � � ; `- � � TOP OF t'LYWOOD SUBFLOOI? 5107 Main Gore Drive �: 1 ,L �f _ _ _ � � I �- J � _ _ ` -_ - _ _ _ " � - � � .` ' I :_.-_c�-rw.a - -..=,- .iLc r ' __ ' i - - _ _ _ _ _ _ -- - Lot 4 , Block 1 , Bighorn Subdivision 'OKLAFfOM,4 33ROWN' STO1�lE VEN�ER; - - _ _ - -- - - - t ---_ -- -- - - - - �-� - MA� IN LEVEL 12�n - - - - -- -- ---- -= Fifth Addition Y�IV�ER TO B� A�PPLI �D w/ LINEAR ' - - - - - - _ _ _ � � � _ ST�4NDARD TOP PL}�TE HE16HT- U.NA. Town of Vail � 'RANDOM ,45HL1�R� �Y-uP. � � - - - - - - - - - - - - - , � - __ �.�- m LDYVER L�L Ea le Count Colvrado ° - r - - - - - _ _ _ _ , g Y � � � � ` � � � � � - � _==_:----�__ � � . � � � � _ _ _ _ _ i i � � � - - � � ~ " ""' � - - - � ► t � v • Atc � itecture • Planning � _ - _ _ ' ~ " � � _ ` 970 / 390 - Z950 � � - - - - - - - - - - - - - - - - - - - - - _ � - -�_ , i- -_ ._ ,,. � � � � � P O Boa 2091 Sitverthoznc . CO SO .y98 � - � - - - - - - - - - - - - - -�- - - - - - - - - -- - - - - - - - - - - - { l I _ _ ` V , � I i I I f 1 I � � t- - - - - _ _ _ _ _ 1 y+ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � ee 1 aY 970 4b8 - 8047 0 ► � t - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - � r - - , i 7 _ _ _ _ _ _ _ —�_ _ _ _ - - _ - - - _ _ � f � � � ARCHITECT n i i _ _ _ _ _ � - - _ _ _ _ _ p - - - - ! - - ! � - - _ _ _ _ _ � � � - � - - - - - - - - - - - - - - r _ _ _ _ _ _ _ _ _ - - - i � i � - - - _ _ _ _ _ o I � ; � F- - - - - - - - - - - - � - - - - - - - - - ! -� I - - - - - - - — , — � _ _ _ - - - _ ; ; ; L _ _ _ _ _ _ _ _ _ _ _ � _ � � � - - - Design Development , � � � - - - - - - -� - - - , _ o � r `'- - - �` - - - - - - - L � 2 � June 2006 � N C� R T H E L E V A `�' I Q N ' ' - - - - - - - - - - - � � , i i Revls � on�: i�ate: i � � -�--- ----- ------- ----- -- --- --- --- -- ---- - ------ ---- - - ---, - r - C - I / 4 " = 1 ' - U " ( REAR ELEVATION FROM STREET } � -� -- - -- -- _ ._ _ _'_�_ _ ��.�.�a..���-�..�.�.�,�.�,�..��...��q`a.��.���.��.�..�,�..�.�.a��.����;�....s_._.�._ _.�......_.�.....�.w.__..._.�_._.�,�._....�.a..._,_._^. _ ._�...�.._,_......_ ,..�. _��.� _ _� _t � _ _ __ _ _ _ _ _ _. __ �_ __ _ _ -- -- - -- _ __ _ _ _ _ _ _- -- -- -- - -- - - - - - - i � � The d�slgns, detalls, Id�as, assemblies, arrangemenhs, 8 speclflcatlons depicted , r�presan�ed, and tllustratad withln t.hese drpwings and cny attached dvcumen�ation are dnd shall remaln the property oP thc ,�RGHITEGT. These dacum�ts, � no part thereeP shcsU ba duplicated rn cny form , disclosed to others, or used in con�unc�ta� rUth ex�y pro�ect otiher than th� speciffc pro�ect rihlch they have been produced for, rUthouti the expr�ss written consent of the ,qRGHITEGT h°Ot � � [ � / - _ .-�.r�- � , � , � �� I � !p f ( � � _ � � V � . � � � I i _ -���z. r�i.� ��-i ��.� -���z. r�i.� � "��A'@E .5'LOi°t' S\..o'Q'E. .SYOr'�' S�..O'E'E .SLOr°�' � � � _ � '�\\2 � 5�...0'?E � T//? � � ` ..SLc�i°.E' � _ _ _ - � � r� i � � - - - - - i � �- -- - _ t � ?/12 � � SLOPE � � r - - - - -� � '\\\'Z �� i r S�O'4'E. � �. _ _ _ _ ! � i � � - - - - - - - - - - -- - - - - - - - - G k --- -- - - � I i � r 4 - , � t � ! I ' � � � - - - - - - - - - I . � - - - - - - - - -______ - - � ---�� _ -____ - - - � - - - - - - , I f I E t � � r S � UTH / EAST ELEVATIC� N - 1 / 4 " = 1 ' � 0 " ( FR � NT / RIGHT 45 DEG . FR4M STREET ) MATERIALS � . COLOR SCHEDULE �hSPHALT SHAIGE ROOFING FLK = "PRESTIQllE" - T�lRE� -DIMEN510NAL ='HIGI-1 D��INITIOK" i ,45PHALT 5HAkE RODfiING E GOLOR ='W�ATH�R�D 51..P�7E" � �4LUMINUM GL.A�D WOOD WINDOWS � 51ERRA PAGIFIG WI1�(I70W5 -"EST�4TE" 5�}?fE5 � ALUMItyUM G�D WO�D WINDOWS / GLADDING GOLOR ='SAGE 6RE�K" k , MATGH GOLOR !F ALTERNP�'i'E WINDOW l �Ij ' MANUFAGTUR�R 15 GFiOSEN � _ STONE 1(�N�ER A�ND G/�P5 i ��\'�. 7//1 STONE VEAIEER _ ��OKLA�-IDMf� BROWN" ; _ � � _= S�..O"?E. SLOi°f STONE GAtPS - "GOLDi?�DO BU1�° � , � STONE VEPI�ER TO BE P�PPLIED WITI-f _ A "LINEAR°- RAfi�IDOM ASGHLAR "LP.Y-UP". F 5T1JGG0 FI �LD / TRIM ! T/J'? p "\\\2 � K��`�W��� ! 7��-� `'�«�� �'�'�� #8313M ='t'LANTATIDH BI�GE"- LRV 41 ; SLOf3E" #b224M ='BA�SAM BARK"-LRV 41 C INTE6RA.T�17 5T1K.G0 GOLOR f MATGH GOLOR w/ �4LTERNA�� i _ MANP�4GTURER I� NOT AYP� IL.�B1.E � � �a,�0 'E � ME55MIER 5 �"OAKBROWN" I Q #Nt5-80� - S�MI - TRANSP?.R�NT , �- ST� IN ON tZ.S. GEDAR, �TG � ___ _ � TIMBER GOLUMNS , S��MS , � PURLINS � ' ' Nf�55MER`5 =bA�K BROWN" � #Nt5�804 - S�MI - 7RAN5P�4RENT F �\\2 STAIN ON 1zS. G�DAR, �TG � 5�0�.� G�BLE �lENTS - I1�lT�RIOR AGG�NT �//? �-- � #MS-80415 5 '�MI K TRI�NSPARENT S10PF' � =. T = = = = = � � � � � � s = = s = - = = s � -m �. d .mm. ¢ a .� = = = _ � _ _ = STAIFI ON R5. G�D�R, �TG E F PL,qSHING, GUTT�RS AND DOlNNSPOUTS -�-- - - - � - - - � GOPP�R � i � � � I � � i � R � � The , _ ; � Bauers Residen � e � � I ! � � i Deer Rid e L . L . C . s � I � ' �-- � , � � f � � 5107 Main. Gore Drive , , o � � � � � � � � Lot 4 , Block 1 , Bighorn Subdiv � sxon , � � i � , � , � Fifth Addition � � � � , ; i ! � � � , ►, � � Town of Vail -� Eagle County , Colorado � ' 1 � 1� �� �.� � � � � � � � � � ' . 1 � 'rr w� � � � � n '• Architecture • Plannin�g � + - -" ^ - - - ; P� O Bax 209T Silvtrthorne , CO 8o ¢ g8 � � ee rA 970 / 390 - 2950 O � � Fas970 / 4b8 - 8047 � � ARCHITECT n ; � k 1 � � Design Development � _ o � Revtsions: 27 June 2006 Date: � _ N � l� T H / EAS T E LEVATI � N � � , 1 / 4 " = 1 ' - 0 " ( REAR /LEFT 45 DEG ELEVATION ) � f Th� desi�s, det.�ails, Idea�, ass�mblies, arrangements, � �po�Iflcation� depicted, represented, and illustrated wlthin th��e drawings ca�d any attached documentatton are and shail remain th� prop�rty oF the ARGF+ITEGT These dexume,nts, � no part thereoP shall be dupltcated In any Form , dlsclosed to others , or used �n conJunctlon wikh any prolect oth�r than the specific proJact which they have been produced for, wlthout the express wrltten consent oF the ARGHI7EGT. h�� I � , -� � - - - __ . _ __ .._ _ _ __ _ _ __ __ _ __ i � � � � � E � I � � i . , � � � _ � � i I f I � � � � t rt ! � f � B F � A-9 A- 13 C RIDGE SITE ELEV: 85�i2.00 ' ROO� �RAMIN6 - - - - - - - - - - - - - - - - - - - _ _ _ _ - - - - - - _ _ _ _ - - - - - - - - - r -- - - - - - - - - - - - - - - - - - - -- - _ _ _ - - - - - - - -- -- - � � � TOP OF ROD� SHEATHING � B�YDND S�GTIDN _ _ ^ ' - r _ ~ r ' ^ � _ }- - - - - - - - - �iDGE 51't� EL.EV: 85Q0.85 � 2 � _6° YAULTED G� ILIN6 p.T - - - - - - �" r � ^ ' TOP OF ROOF 51^IEA�THIN6 R1DGE 51TE ELEYa 85&a.81 ' o.� MASTER SUIT� WITH - - - - - " � - ' ,, % . � I � 2 � -6° , � � RIDGE 51'fE ELEY: 858q.40 � . - - TOP OF ROOF SHEATHlNG - �' - - ��SSOR 7RU55�5 AT � � �'_ 1 _ , ` ARGHI'TEGTUfL4L "HIGH DEFINITIDN" �� • - - - - - - - - - - - - - - � 5:f2 B07TOM GHORD � ,-- - - - - i � ir \ THREE-DIMEN510N�L ,45PW4LT SH,4iGE TOP O� ROOF SHEf4THING � "" � INTERIOR SLOP� � � ' � ; � � �� . „ „ � - - � , „ � '_' _ _ - - - - i � { � � � � \ � !2 �iti ROO�IHG - ELK PRESTIQUE 30 , , .- - ' � RIDGE SITE �L.EY: 8587.48 ' p-b � �� •- - - - - - -- - � f i � • �' � ��-� � i � i - � � TOP OF ROOF 5HE�4THIN6 = - - - - - - - - - -- -- �-iii i � ii � ` : ` i � i � I "" ' -- _ _ �' I � - -- _ _ _ _ _ _ _ _ - --, IIE jj n ` �1 ` � I � � � 12 I F � III I� I �� � � �` - - - �. � � = � � iu iiSTR�UG��LS YV69: � � . iii � �� I 'i/1� � ` �rn� s� i � _��� i , -rnZ sLO� � 7RU55 fiEEL H� IGHT �4T '7/12 SLOPE U.N.O. 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C . � � S E C T I C� N 1� ' S107 Main Gore Drive = 1 � 4 �� = 1 ' - 0 " Lot 4 , Block 1 , Bighorn Subdivision � � Fifth Addition ,� � Town of Vail ° 0 Eagle County , Colorado o � Construction Documents � � _ o _ � ' Building Permit Set Revistons : � 9 Oct 2006 DQ �. . � . � n • Architecture • PlanninQ � P O Box 2091 Silvectl+ orac , CO 8049 � � ee r� 47 � / 390 - 2950 I Fax970 / 468 - 8047 � ARCHITECT h�t I The deslgns, datc�ll�, tdeas, assemblles, arrangements, � spectPicat�ona deptcted, represented, and Hlustrated wlthtn these drawings cnd any attachad documentatlon are and shqll remaln the property oF the P�RG�4ITFGT. These dxuments, � no part EhereoF shall be dupllcated fn any form, dlsclosed to others, or used in con�uncticn wl�h any pro�ect other than the speclfic pro�ect whlch they hava been produced for, wlthout the express written �,onsent oF f.he ARGHIT�GT. 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TRU55 HEEL HE16HT AT 7/12 SLOP� U.N.O. � �' 1 i � .y �.E"�. � � �� � - - � � ' � •� � / / � � � \` �\ � E Iy�i�' 1 � \ ��� „�, _ ± , , -, . > � L��� �. 2x 6 01(ER 2x10 RS. GEDAR FASGIA • PER STRt1GTURl�L WIhlGS ,, ' � � Y ` �� � � ' Y - TOP P1.�TE HEIGHT �+T UPP�R BEDROOMS ' � ,4T ALL GABLE R00�5 p.s SHOWN - 5�� SFIEET ',4 -II '. .� .. 1,,.. .x . ..,, ,,. ( � GI ER 5 PER � ._..._ _ i I' t 5 7URAL DYVGS. ' I x 7 8 6 R.S. GEL?AR - i i "'-�"' � � S��ITIfi�IG {TYP� ---- , ! ! I � � �- I y 4 - j - =.,�---- - � — ' STUGGO EXT�RIOR (TYP) 'IL jC I 1 r� �i �L jCi � � j _ � - � I ! ' ' I I 1 ( l i � � � � � 8xl $ RS �JCT�NDED PURLINS D I I I ! 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Rm . - ,�;- - -- -- - - - �, , . . �; � � A5 SNOWN� (RUST GOLOR�D}�� � ; ' �- C.,4RPET � � � �_ - - - - - - - - - - `t"�a � � ._ __ � � , I 2 - Carb r= � - � Utl ��lt q i I ' �-�- - - - -� � - - - - -C�' ncrete 91a _ ! - i -- i --�!��� R . ~� TOP OF CAhIGRE'T'E SUBFL001? +I ��� TOP OF GDNGRET� SUBFLOOR +Il� � i I � a N �} � . �I. 5L I 1 � -- � 1(1� 4 Gz7NGRETE i B Ol/� 17EE aA^ 4 -O GL6., SITE PLEY�4T10N: 8564.00' SITE ELEYATION: 8564.00 ' � �w , , � I �u� UNDI5TVR8�D IL OR ��I ?�� r U O 1 1 I , �_ � �==RE_Q_U1RED_ P�� i501L5 RE ��_ _ _ � . , �A�A6E�d�75) (M1NIM��i'�-��T-� TO �P �OF SUBFLOOR- Nt� IN L�L � � `�m rr= � � F B A- 13 A-9 �RGHIT�GTURaL "HIGhi D�filNITI4N° ! 7HREE-DIMEN510N,4L ASPFf/�L7 SI-IaIC� � ROOFING - "ELK" PR�STIQIJ� 30 k RID6E 51TE E!_EY: 85P�4.85' b�'.�'x �I " 6LU-L4M RIDGE BEAM f ' PER STRtJGTURI�L DR�WI1yG5 � TOP OF ROOF SH�4THIN6 , • I � I PER Sl`RIJGTU 'I�AL RT�R�W I It�65 � � � 2x8 'S15'1'�R�D' �.YE � E RAPTER EXTEN51oN5 - � � MINIMUM R-30 B�kTT OR R-30 AT ib"D.G. 12 j � � � � \ � /� � � \ 12 "BLOWH" I1+I5ULATION AT ALL � - " � � � � � � ` ` � ,4TfIG / GEILING - GONDITIONS "T � _ � � _ r ` _ � _ .� • '1 � A55�M81 �5 (TYP IG,�U UNA. k � K- - - - - - E I 2 '-6" - `� � � '4 �, - - '_"'-""=`a--� - - -j I� � � 2 ' -6" � . . � / � � /�` _--� � I � ` � ` I � �' � t i � � �� j t �� � OPTIONAL APPLIEI� B�M-WORK OR ; � ,¢ � � . � 1 � �1 � L,. _ � 4 . . . _ rnuss-wowc - (NOx-s�uc-rur�U � � ' `� ` . � ! 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MULLI�K , — S7UGG0 EXTERIOR (7YP) � , = YAULTED GEILIN6; � � ; � �1`lD GRID DET,41L5 A5 SHOWH P�R �L�VP�TIONS. ! � u�� GARPET Q `9 , GLAVDING GOLOR "5A6E GRE�N" 4 � � ` � MINIMUM R-la BATT i TOM N � I � IiySULATION H�T ,4LL i C���t�TRY_� E � � � � 2x6 �X'1: WALLS � ' SP � � � � ! D e c k � � i P�R OW , TOP OF CANG. SUBFLDOR +IS�" i � I�G�N BY ------� i � _ S L. � � SITE ELEY,4TION: 8564.00 ' � `"'��-�`"R --'-- -- - �_�` --- - �'� - 1Q! I 14PER STRUGT. 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SL.AB - LOWER LV '� — � - � -- -�;� 6RI�DE AT SEGTION - 51TE ELEV: 855357' P�RIMETER ` - . w . � ` . , " • • . � ���, I �- r�+ � 50 LS REPORT � � � . �, PERIMETER DRAIN i ' F'�R 501L5 REPORT � 4" GONGREI'E SL48-ON-GRf�D� G B F P�R STRUGTURAL DRf4WING5 d s A-9 A- 13 SPEGIFIG�4TION5 WIT�I IH-��oo�z j Rr4DIANT HE,+�TING SYST�M. F B Il�u RI61D INSULATION A- 13 A-9 „ 11 � � GII�TOM ��BRIG,hTED �4RGHED (RADIAIVT Ff�RTING) � � C T I C� N C i RID6E 51T� ELE1/: 85�i2.00 5'I':�L GHIMI�IEY G�.f' w/ RUSTfG 4" GR�VEL UND�R SLAB � � TOF' OF ROOF SHPr4THING METAL PINISH TO MATGH M�TP.L RCOPING P�T LOMI�R ROOFS � RIDGE 51TE ELEY: 85a0.85 ' 1 / 4 " = 1 ' - 0 " � R117G� 517'E EL�V: 8✓S�I.81 ' p,}��� � TOP OF RQOF SH�THIN6 � , _6„ ; i , p,�, RID6� 51TE EL�Y: 858q.40 ' � - TOP OF RDOF 5HE�4THI ,NG� 12 ' ! TOP OF ROOF SH�,4THING � � RIDGE SITE ELEV: 8587.48' 2 , (' �.� � _ _ � � , TOP OF RDOF 5HEfi�THING � � � - 12 12 12 I � '7 'T 2x12 1200� i�►�-1"�RS �� � 'i/!2 7 �2 �4T ! 6"OL. PER STRUGT. SLOPE 2 � _b�� 2 � _��� � � SLOPE , ` . � - O. . � ` ` 6�'.�°x �� 6LtJ-LAM R1D6E BEAM TRU55 HEEL HE16HT ?.T 'f/I � SLOPE U.N.O. ,�'� � PER 5TR L vRAY�tlt�65 12�z" -- - � � I � ' � - - --- �p° RIDGE 51TE ELEY: 858223' ST�ND�RD TOP Pl.�'t'E H� IGHT- U.N.d. -- - — i J � :� �' � -� I� ---- _- --- - TOP OF ROOF SF+EI�THING � , 5 OPE � UPPER 1.�1(�L - _ �—� MIhIIMUM R-30 Brhhl'T OPZ R-30 12 - , � - \ � � 12 � 1 "BLOWN" INSULATiON hT ALL .�� % - _ _ -�.� ��,� OPTIONAL A�pPLIED B�AM-WOR#C OR i f � �455E �MB�ES (T`(PIGAU U.N.O. f�' - �`--- � � - - - � � HAMMER �M �TRUSSJNORK 5H�N. _ , I I � u � �� � _ - - - _ � - I �� \ � u � 2 -6 ,, � t- = - - _ - - - - i � . 2 -b 7 2 ry ( � ._r � � t l - ' _ I 1 � � —O ' S O E I �--- r � `� ' i ; �I' _..:�_ _ ...,Y- i ; \ �� � l 6 � f _._...;-:_____ - � � � � � � i � _ f - --- _ � i i i � � `� - --J ' � • � � � � i ��_ � .==-i --, � � � � , � . _ � . � � I � � � -_ __=. -,= � C TOP O� CAt�lGRETE SUBFLOOR +Il�" �?-' --- - � f � � i i -� � � i i �� � � � • � � TOP' OF PL4T'E- GRE�4T R04M �/ �... ._._ ...�._______ � � ` � \ � � � �� . - .� - --- - _ � � ' , ' I I — — � 2 ' -6 /� ' L _ - - - - - - - - - -� � � �, _ ` _ _ -- ' - - � � � `- - - - - - - - - - J � O.H -o � - ' � -- - - o ,_ , '' � - - - - - - - - - - - - �'__� - - - - - ,��- - - - - -- - - - - - - - � I TOP OP PLYWOOD SUBFLOOR � -� - - , 12 I2�8�� {fPPER LE�L � - - ' _ =-�' - - �� i „ RUSTIG METAL R�OPIN6 T � � � ; ___ - _= LOYVER ROOP , GORRUGh� D 5T�4NDRRD TDP PL4'i'F HE IGHT- U.N.O. - - - - ---���- -- - -�------ � ! � _ __ o �. � - - - �— _ ` . ` . _ _ � M,4lN LEYEL �� � J �-� ��_�- -� -- --- — — � S M� -=��--- - STAIR ' � � - � �-LANDIN � �� � � � i �r� ` -�.� -= � " B�YOND i MININNM R-Iq BATT' m i —� �� �--- - � � INSUL.,4TION AT ,ALL m � , , (�y � � 1 � 2x6 �X7. WA1.L5 ry ' � � I _ - - -�--_�-�= - = GU5 OM � � � � ; ; - - � G�B=1 E�TR':' a. 1 I ----- � � , � D , Ck ( ; � ' _�; � � � , � _ � � ' P�� , � TOP 4F GONGR�TE SUBFLOOR +I �° i, �_____��� �_ � i i I i ^ �- - D�516N BY =i—�-- �� � TOP OF GOt+iG. SUBFLOOR +I� SITE ELEV,hTION: 8564.00 ' -- _- _ i , , � -� Cr-_ o Rs g�� �ELEV,�TION: 8564.00 ' _ � _ � u� � TDP OP PLYWDOD SUBPLOOR " - TOP OF SUBFL04R- i� IN LE'1/EL � � � � � � a��� MAIN LE1/EL � � � � J � v �' - � - � "I - JOIST' FLOOR DIAPHRA�6M �� � , . � _n _ X l� " �(., , .� . _ � „� _,,1. � .., ; .- AT 6R�,4T ROOM QNl..Y_ -- - - I 4 � ST�ND�4R17 TOP PL4TE HEIGHT- U.NA. i i 14' I -.1o15T5 Wloxl2 f�ER �- _ = =�P OF P1�'T�- REG T10N ROOM _ _ _ _ _ _ � - - - - - - - - - " � - - � - ! " � � L G LOWER LEVEI. P�R STRUGT. S�uG�L ' - - r - - - - - ` - T ~ 4 --- --1 �-- , � DR/�WiNGS � STihlt� f s' � h � _��_ � � �-1.�NDING� _ _ _ _ _ _ - - - _ _ _ .i- - - -- - _ _ i 0 � � w - 1 ---, ^ _ _ _ � i � BEYON]7 � { Tlze � € _---- � _1 _ �--=�.z-- � - --�� _' _ , i � � t _ � _ _ _ _ _ � �., oM � Bauers Residence � ____- in � _ - - - - - - - - - - - - - � , ; i '�s � � - - - - - - - - - - - - - - - - - - - - - - - - � ; Recr ' - _ _ �� - m � r -- _ _ _ -� _ _ _ _ _ _ -,� _ _ _ _ _ _ _ --�--, ° Deer Rid e L . L . C , � - - �� - g - ' ` _ _ _ ^ , _ � _ - �. --�- , _�. , _ __ ; " P�R OWNER , I E _ - - - - - �- _ _ _ _ __ _ ► �'j' � -- D� ��x BY � � - -� - 5107 Main Gore Drive � 2x4 �URRING ��- ^ � � i � _ = _ _- ��� ; Lot 4 , Block 1 , Bighorn Subdivision � „v R_� i BA,-r ' ' ' ► -- ��a Fifth Addition ,o T4P OF GON�GRETF 5L48 - LOWER LEYEL i � �� 1N5U TION _ � � � i _ TOP OF GO�lGRETE 51..p.8 - L4WER I.EYEL Town of Vail � � s �-rE �t,EV= 8ss3.�-r � � - - - - - - - - - - - - - -+ , ` .. � Q�Ri �R �,ix srre F�: sss3s� � Eagle County , Colorado , - - - - - PERIt�I�'T'�R � ` ''` . .v �yMi n i .ar- , . ` �•, % � - - - - - - - - - - - - - -i _ - - - - - - - _I?RAir1PEl3 - - - - ��� 6� � � � � � - - - �• �• •� � � � - -r � � J • � � � - � � P�R 501L5 R�PORT — — r - - - - - - - - SOtLS REPORT_ �;;, � I � Constructian Documents � - - - - - - - -' ` � 4,�� GGi�IGRETE 5LA8-ON-GRaDE — � �- s� Ic��rloHS i� i�Ix��oora � 11 11 Building Permit Set Revisians: 19 Oct 2006 flQ �. RAI�I�►.hlT 1-iEAT1AiG SYSTEM. S E � � I a 1 �1 D i• � B F I �" RiGID INSULA�710N � / 4 " = 1 ' - 0 " * n ' Arthitecture ' Flco eoa9s � (RADI�4NT tfEaT1N6) P. O Box 2091 Silvcrehorae , A-9 A- 13 � x�97a / 468 98047 � 4�� GR41/�L UNDER SLAB e e rA ; ARCHITECT heat The designs, detatls, ideas, assembltes, arra�gemer+ts, � spaciflcatlais daplcted, represented, and illus�ratsd within these drawings ca�d any attached dcxumentatton are aui aha11 remaln �h� proparty oP th� �.RG�t1TEGT. These dxuments, � no part thereoP ghall b� duplicatad in cs�y Form, disclosed to otihers, or used tn �on�unctton wlth any pro�ect other than the� speciflc proJec� whtch they have been produced for, w�thout the express wrttten r,onsent of the ARG+�ITEGT �-�.-�---�---� _ - - �- - - - - - - ---_-- � � � � i � C � � I 1( 1 k � i � � � _ i ( I � f f � � � � P r - - - -- _ _ _ _ _ _ _ _ _ _ _ _ _ _ F g � - - ' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ A- 13 A-9 _ ` � - _ - � - - - - MININNM R-�O �ATT OR R-30 I ' ` - - - - _ _ _ _ "BLOWH" INSUL47101J AT ALL C �RGhfIT'�GTURAL "I�IGhf DEFINITION" - - - - - - - _ _ r4'FTIG / GEILINf� - GONDITIONS fiID6E SITE ELEY. 85�1200 ' THREE-DI1rI�N510NAL ASPHALT SHAKE ' - ` - � - - � � I�S5E1�IE5 (TYPIGAI,� U N O. TOP O� ROOF SHE4THI N6 � ROO�IN6 - "�LK" PR�571QUE 30 R1�C� 511T� ELEY: 85q0.85' � — ' - ' - - -� - - - _ - _ _ _ _ _ _ _ � TOP OF DF 5HEATi�IN6 ' �� '� � - - ` - - - _ _ _ _ _ _ - - 2 ' -6" _ ' _ -- _ _ - _ - _ - � RID6E 51T� �L.�Vs 858Q40 ' O . Y�4UL'T�D GEILING P�T B�I�ROOM 7 - - - - - � -� � � ' �` - - �' - - - -- - - - RIDGE 51TE ELEY: 8°58�tb1 ' p GIRDER - - - ' OP OF ROOF 5FlE,4THIN6 W ITH SG ISSOR TRU55�5 AT 5.1� - - - - - - - - - - - - - - - - - 'iRU55 TOP OF ROOF SHEATH!h16 - _ _ _ _ _ _ _ _ � BOTTOM GHORD INT'ERIOR 5l�OPE - - - - - - - - - - - - - - - - - 7 - - - - _ �, � �x8 °OtJTLOOKERS" - - - - - B�YOND - - ` � � OV�R DROPPED TOP � � % �� � --- _=_- � --� - - � �- - - --- - - --t���` �� _ 7TTL � � � � = = = _ = ; = _ - 2x8 "OUTLDOICERS" ' � - � Gf-IC?RD GABLE TRU55E5 - � : ' �\� i � � � � � � � I i OVER DROPPPD TOP RII�6E 51't'F ELEY: 858'7.48 ' ` � - � � � 4 � (2 SP�4N5) - - - � . _ _ � i _ _ _ _ � ► n i ►- _ _ _ �. _ _ .��. _ _ _ _ _ GHORD 6J�BLE TRU55�5 TOP OF ROOF SHEATHIN6 - � _ - _ ' _ { � � � GI 'RDEi2 TRU55ff��R - - - - - - - - - - - - - - - - - - - � �� � _ _ � _ _ _ _ - f�t30F" i�1�lAG - - - - - -- - - - � � � ° ° = _ _ � m � - � (2 5PAN5- BEYOND) I x T � 6 R.5 GED,4R V - - , 57R�11G \TU�RP�L DtI�S. _ _ _ $�YOND S�G710N _ _ _ _ _ _ _ t I1 � - - _ _ � _ _ �r... _ � � � � ~ � ^ - ' SOF�ITING (TYP� � � y �. � _ _ � - � ' PR��MANUPAGTURED - -H - - - - - - - - - - - - - - - - - - � � = 5 = = �` = � �. -- - _ _ _ = � 8x16 RS. �XT�NDED PtJRL.(N5 - �,-:'� �--�- ROOF TRU55�5 P�R.� � i I iil I- -- - _ _ �. � _ �� _ _ _ _ � 12 NON-STRUGT.; TYP. A5 SHOWAU. ' '�J 5 RAL DW - -- -- _ _ _ _ - - - - - _ � _ _ _ .... __ _ _ . i✓ � ` _ .� - - � t '3 � _Du ii �%i/ ' � \ � � �./ - - - - - - - - - - - - - - - °j � IIr — = = = � = = —} -- - 'd 12 SLOPE RID6E 51'1'E L=L�1/: 8582.23' O!� ` � �� } � %' � i i � ii � � � � � i� - - -�r - - -n - - - - - -i e � � TOP OF ROOF SHEA�THIN6 ��%� � � ' - - - 7j-- ` - - a � - i litl � ! ="__ G � � r ' ..t- � � � r t � � f , . � � � _ , r � ( � , � � r l F � � � I I � i f � _ I � � � I A E f A-9 A- 12 ` � r k i 1 4 D RID6E 51'f� ELEV: 8�12.00 ' � A- 11 TOP OF RO�F SH�ATHIN6 GUSTOM FABRIGATEI7 ARGHED � Ri176� 51'I� EI.FY: 85�(0.85' � 5TEE1. GHIMN�Y GAP w/ RUS71G Y,4UL7ED GEILING A�T B�DROOM TOP C?F RAOF SHEATHINb NtETAL PINISH TO M/�TGH NlE7A�L WlTFt SGi550R TtZU55E5 AT 512 2 ' -6° � C � �� ROOF{NG �T LOYV�R ROOFS 80TTOM GHOW7 IKTERIOR SLOPE O. . RIDb� 51TE ELEV= 858�.40 ' 2 �6 I TOP OF ROOF SHEA�THIN6 � A- 11 0 . � � 2 � .� � = = = = = = z = = = � � � 7 � � 7� ��12 _ � � ���� � - - - - - _ _ _ _ _ .� i �MINIM{JM R-30 B�TT OR R-30 t � � ��SCOP-�— � � � ' � � BLOYVt�I" INSUI.�TION ?�T ALL � ! ` !2 � � '�• � '!/12 I t 12 � � 12 � A55�t�! !ES (TYPIGpU�U O. f . � � �� ' SLOPE � � E- � � 12 ; � _ �� � ! � ROOF FRAMING '1�� ��. ' PRE-MANUFAGTURED � � �� I � .� - - - - - - � t � 3 � � � BEYOND SEGTION -►� . �� � ROO� TRU55E5 PER � � � � '7 I� _ _ � RID`6E 51TE ELEY= 8584.85 O.H. 7 t� - - - - - - � i i � r LIN.E oF 6�'4'x 21 " ,�- __�_= .�___�;_ � - '. 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O Box 2091 S : lvcrtho : cc , CO 8049 $ q7o / 39o - z95 � ee . r Fa : 97o / 468 - 8047 ARCHITECT t The desiy�s, d�tatls, tdeas, assembltes, arrca�gemen�s, � spoclfications deptGte�r1, represented, ca�d Illustrated wtthln thes� drawings and any attached dor.umentatlon are and shall remaln tha prop�rty of th� f�.RGF�lITEG7. Thega documents, � no par-� thereoF ahall be dupllcated In any form, dtsclased to othars, or ug�d ln �on�un�tlon wlth cmy proJect other than the spaclflc pro�ect whi�h they have been producad for, rUthout the expres� wrltten consent oF tha ARGHIT�GT. I � � WIND � W � CHEDtJL � ' � � � � ,�,(�` y�ti'� ��```�' �c�°� �� ,��.�P�' �P�� ' �y,� � . �,.�9 �' � � c� wi�rt+ x �i�r wirrr+� �x �i�+r �� �` �' �' �' �� � � O 2 G�+►S�ME�IT- 21 x � 8 � I ' -a�'a."w. x 6 ' -6�i4'h. � IN LEYEL - ENTRY 8 �-4!�" PS.F R�UMINl1M 51ERRA� ��5 � DISTANGE PROM DDORS REQUIRES � F {XED YERIFY Ft.O. w/ M?�NF. 8 3 GS,F. DOUBLE TEMPER�D GLA55 GLAD P1�GIFIG � H5UL. Z 3 ` � � GUST. R,41�IU5 �RGHTCIP qRGHTOP�DY�R S � �5 ' -O�'a."w. x 8 ' -6�" h . � IN LEYEL - STAIRWAY I5' -a " P.SF y�1NDOW5 EQU4L 6LA55 5E� � LOWER GOMBINATIDN UNIT REQUIRES � OYER GOMB. G5MT. UNITS YERI �Y R O, w/ MB.A1F. 15' -��" G.3.P. OTE �- TEMPERED GL?�55 � GOMBIIVA�TION �5 ' -O�"w. x 5 ' -O�"h . , „ � GAR�1G� WINDOWS G,4N BE ! O � G�45ENt�NT UKITS � 2 � 30x60 VERIF�' RO. w/ MANF. G�RAGE 8 -2!� �ND NO � 51NGLE GLAZEI� IF DE51R� D � O 2 GASENtENT- 30x30 '�2 � -6�:'a"w. x 2 ' -bg/�." h . G,hR1kGE 8 � _2��� �ND, --1 G�R,4GE WINDOWS G,4N BE P �IXED V�RI �Y �.0. w/ M,4NF. � SiNGLE GL�Z � D IF D�51RED � O � GP�SEM�T'�NITS � 2 ) 30x54 V�RIFY41R.0, v�t/ MA4NF. M'°'` fN LEVEL - MUn � UTILITY RODM 8 ''-O " GSF, � � GOMB I NATION *5 ' -O�'4"w x 4 ' -6gi"h . 8 ' -I !�" P5 P � C O � Gf�SEMENT UNITS � 2� 3C1x54 VERIFY RO. w/ MANF. �"�'°` IN LEVEL - REP�R �NTR�NGE 8 ' -O " GS.F. ' 5 � � G,45EMENT- '�2 ' -63/4"yV. X 5 ' -O�'a."h . 8 ' -I !�" PS.F i � � O 2 OPERABLE 3 O x 6 O YER I FY R O. w/ MANF. � IN LEVEL - STUDY / DEN 8, _� �� �� � W � � � GOMBIN,4TION �2 ' -69/4"w. x 6 ' -O�'4"h . 8 ' -I �" PS.F � Q � Z A O � G,45EMENT UNITS � 2 � 3ax60 YERIFY RO. w/ MANF. � IN LEYEL - STUDY / D�N g ' _o " GSP. � � Gf�SEMENT- �2 ' -6g/�.°w. x 2 ' -63/�"h 8 ' -I '�" P.S.� � � � � � O � OPER�4BLE 30 x30 V�RI �Y R O, w/ MANP. � IN LE�/EL - STUDY B�Tf-I 8 ' -0 " GS.F. � O � G,45EMENT- 30x48 �2 ` -6g/"w. x 4 ' -O�/�"h A,IAIN LEYEL - KiTGFfEN 8 ' -I ��� P.SF Y�� � OPER�BLE VERIFY R.O. w/ M/� N�. 8 -O GS.P. � G,45EMENT- OPER?�SL� '�2 ' -63i4'rv. x 5 ' -0��."h . '? ' -3�" t'SF 5�� WINDOW GL. OSEST TD DOOR ,455EMBLY � O �J' g � IXED 30x60 YERiFY R.O. w/ M� NF. � IN LEYEL - DINING ROOM -� � _��� G.SF. NOTE R�QUIRES TEMPEi?ED GLA55 � I T � _ ,� � �� � �� � �� i GOMBINATION 36w. x2ih . OVER 3 -O�/�. w. x 6 -�f�/a. h . 9 -lo P.S.� � '� � u �� - -- _ �" 4 GAS�MENT UNITS 36v�.xbOh . OP � R GSMNT. 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UPPER L�YEL - UPPER �NTRY 13 � -� ��� P�•� �OOI. OR 61.�455 O RADIUS ,4RGHTOP GUST. RADIUS . A�RGHTOP 13' -D" GS.F. � INtaOW5 EQU�4L fi•tp � � ; O � ' } � i GUST. iv4DIU5 J�RGHTOP 2 w• x X D G 5T �6 ' -D�"w. x 8 ' �q�'�" h. UPPER LEVEL - BEDRDOM 10 ' -8�'4' P.S.� --E Q � OVER GOMB. GSMT. UNITS R?�D. �ARGtiTOP OY�R Y�RIFY R.O. w/ M� N�. OVER GARJ�GE Ip ' -"7i4" G5F x0 w G�45EMENT- �2 ' -6�/¢"w. x 4 ' -O�'4' h . kJPPER LE1lEL - B�THROOM 6 ' -II �"PS.� � � � OT I ��„��8�� 30x48 YERIFY R.O . w/ MA.NP. 01/ER G,hR.P�GE b ' -10 " G.S.F. � � 11.,f GUST. RI�DIUS �RGHTOP 2 w• x X D G ST �6 ' - D�"�, x '1 ` -a�'q."h . UPPER LEVEL - BEDROOM 10 ' -S�''4" P.SP � } lf� O � OVEiZ GOMB. GSMT. UNITS R,�4D. �ARGHTOP DYER VERI �Y R.O. w/ M�N�. Ol/�R UTILI7Y ROOM f0 ' -'7 %4' GS.P. � � GAS�MENT- �2 ' -63/ "w. x 2 ` -6 " h . - 't ' -10� " P.S � � J � a � UPPER LEVEL BEDRODM � Q Y 2 F ��D 30x3D YERIFY R.O. w/ M/4NF. OV�R UTILITY ROOM '7 ' -a" G5F. � � Z GASEMENT- '�2 ' -6� "�v. x 2 ' -6�'4" h . 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R�4DlU5 ,4RGHTOP 2 W• x PIX 1� GU T �� � _p�4"w. x '7 ' -4�"h . ID ' -2%�" PS.P � � O�I�R GOMB. GSNiT. UNiTS R 3. ��RG���� P GO�YER y�� IFY R.O. w/ MA� NF. UPPER LEYEL - M?�STER SUITE � O ' -I " GS.P. �� j - - r k � WI� IG7IFW� 1 � �I`{ �2 � r'V������. X ✓ I �O4.�411� . �21 �OI1 l�J� YI.. ,Y � - O � G,45EMENT UNITS � 2 � 30x30 v�RIFY R.O. w/ MANF. LOWER LEVEL - 5T,41RW,hY � � 5� ALUMINUM 5lERR� DUUBLE NO "' � I GL41� PAGIFIG INSUL. � � -1 C�D � GP�SENtENT- � Ox30 '�� � �6�'4"w. x 2 ' -6gi�"h . LOW�R LEYEL - UNFINISHED 8 ' -0" �4BOVE yy �HDOWS E U�L ��'p`SS � � OP�RABLE �/ERIFY R.O . w/ MANF. YVIN� GELL�R L. LEV. 51..aB � � G �' J } � GA�SEN(ENT- '�2 ' -6�'4'w- x 2 ' -6�tt."h . LOWER LEVEL - UN� IN151-f�D e ' -o" �BO�lE � � � - j,u � �� 2 OPER�BLE 3 O x 3 O y�� � FY R.O. rt/ MA NF. GUEST BEDROOM L LEY. SLAB W � ; � a GOMBINA�TION '�5 ' -D�/4"w x �F ' -6�'a."h . LOWER LEYEL - UNFIN151-iED 8 ' -O" ABOVE � � f ' - jY � �� � GAS�NtENT UNITS t2 ) 30x54 VERIFY R.O. w/ MANF. GUEST BEDROOM L. LEV. SLAB � lU f � - � � �� �� � _ �� � _ �� I G��EMENT- '�3 - O� v�. x 4 6�'4 h . LOW�R LEVEL - UNFINISHED 8 O ABOYE �, D � � O � GC� � 36x54 ` OPERABL.� VERIF'/ R.D. w/ MANF. REG. / F,hMII.Y RD�M L, L�V 5L.,4B }-F -� Ga5�MENT- '�3 ' -Og/4"w. x 3 ' -O�/ "h . LOW�R LEYEL - UNFIN15HED 8 ' -O" ABOVE { �� �� a OPE�2ABLE 36x36 VERIFY R.�. w/ MANF. !?EG. / �AMILY ROOM L. L�1/. SI.aB I GOMBINP.TION �6 ' - O�'a."w. x 3 ' - D�i4"h . LOWER LEVEL - UNFINfSHED 8 ' -O" ABOV� � O � GAS�MENT UNITS � 2 } 3bx36 �/ERI �Y R.O . w/ MP� NF. REG. / FAMILY i200M L, L�/ SLA�S � � � � PRENGH STYLE INSWING ( 2 ) 28xqb IN - SWING �5 ' - ? %4 "w. x 8 ' -2 % "h 8 ' -�F " P.S.F � z � `�`� I ALUM. GLAD DOOR(5) � R � NGH DOORS VERIFY R.C�. w/ M�4NF. �"�` INLEVEL - REAR ENTR,4NG� 8 � _2 �„ G$ � YE5 , � � �RENGH STYLE ( 2 ) 36x84 OUT - SWING �b ' -4 "w. x "1 ' -2� uh . '7 ' -4" P5 � , t � � OUTSWING �L. GL. DR(5) FRENGH DOORS VERIFY R.O. rv/ M� NF. � IN LEYEL - D� NING ROOM .� � _2���� G�� YES ; �' Q � O � � �� l'' � � y ' � /� i { � \ ir M � \ , , o °� � � i � \� � X Y / \ �: 0 J � The , � , � � � � ° � ► � �,� � - � ,� � , Bauers Residence � i� i i�- �i � i I,�� �� " m I � � f Deer Ri ge L . L . C . � G � J K K L L J M O �„� 5107 Main Gore Drive s � , � Lot 4 , Block 1 , Bighorn Subdivision � � Fifth Addition ,� � . a _ I Town of Vail °o i _ _- - al ��� � _ Eagle County , Colorado ' o i D D � - - Construc# ion Documents � . � =� - - 0 - Building Permit Set tZevistons : 19 Oct 20Q6 na �: _ . ` �� �� j�.� � n • Architecture • Plan � ing � / �� � , 11 ' P O . Box 2091 S � lverthorac , CO 80498 � G G L7 �� 970 / 390 - 295D e e rA Fax97Q / 468 - 8047 � ARCHITECT heat Th� desl�r�s, detatls, tdeas, assembl�es, arrangements , � specl�ications depicted, represented, a�d Illustrated withln those drawing� and any attach�d documentatlan are and �hall rematn the property oF �ha AR�F+IT�GT Thes� documents, � no part therQoF shall ba dupltcatod In any forrn , disclos�d to others , ar uSed In con�uncticn xlth any pro��ct other than the specEfic proJect whlch they hava laeen produced for, withou� the expr'ess written cansent oF the ARGWITEGT. � � a� � ..�. , , _ _ - -- - - -- - - - - -� - -- - - - �- - - � __. �r � i i , � , � l � , i � � � � � � � � � � � , ! � � f ' � e n e r a � � � C tu. 1 a, � t e � . For durability , it is ovr recommendation that ccnnectors used in exposed conditians with treated � lumber shall be stainless steel . 5o not mix galvanized and stainless steei products . � - Do not allow aluminum to contact treat wood . Job # 12344 Top and �3ottom Plates : H � M � IR � � Design Live Loads : 2Q43 IBC , U . O . N . ff � M � ! R 5tuds U . 4 . N : 2 x 4 and 2 x 6 to 10 ' - O : stud grade � 5now 80 sf � 2 x � over I D ' - D : standard and better � � V�lind 105 mph , ex G , 3 second gust . 2 x 6 over 10 ' - O : No . 2 and better � � � loor 40 psf + 2 � psf DL ( concrete topping) � Ivor .loists : T � I PER PL �4N5 � � � xterior Decks 100 psf � � afters : H � M � IR NO . 2 600 000 si � � b = 1350 5i , E = 1 , , � eams : Doug as ir o . I , p p Foundation : � Golumns : DG� UgIAS � ir No . I , � b = 1200 psi , � = 1 , 600 �000 psi � � aundations are desi ned in accordan � e with recommendations contained in soils investi ation Laminated 1leneer Lumber ( LYL) : Manufactured I /4 " wide Microllams � ML) by Trus Jois � or eq,uivalent . f 9 � b = 2 , 640 si , � = 1 , Q00 , 000 si , � v = 28 � si , dep th noted on lans . � report No . 106 07 � , prepared by H . P . Geotech , dated ,4ugust 14 , 2006 . � p i �� p p „ p „ � � L5L Rim Joists : I �4 x depth indicated strand lumber by Trus Joist . No 5ubstitutions . � � ootinqs shall be place�! on undisturbed natural soil or compaGted fill tested and approved � Glved , laminated framing members per A� KSI 5tandard � IqO . I - Q2 . mark members with an 1� iTG � by soi (�s engineer . Qvalit 5tam and furnish an ,41TG Gertificate of Gonformance . Dov � ir , � b = 2400 sf , � = 1 , 800 , 000 � � Recommended allowable foundat � on design soil pre � sure : 2 � 00 psf Simple 5panp Gombination Symbol : 24 � Y4 , ZER4 2 � 00 � T 5 � E � L ,hNS for camber . f , Multiple 5pan , coMtinuous beam , and cantilevered beams : Gombination 5ymbol : 2 �FFV8 , zero camber . t Basement Wa11s . � � II plywood and oriented strand board ( 05B) sheathing shall be engineered grades with � PA� Desi n lateral soil ressure � e uivalent fluid ressure) : rade stam indicatin a ro riate maximum s acin of su orts . � � Basement Walls 5 � cf . �' p g p g pp 3 p _ • _ p g pp p � loor sheathin naminal � , � i'� Sturd i floor � 24 inch o . c . tongve � roove Ived and nailed . � � Bac k fi l l a i ! re taining wa l ls wi t h free drainin granu iar ma teria l excep t t he top two fee t . Roof sheathing � minimum 5�8 " GDX plywood , or 15 / 32 " 458 , r� P � 3 2 / Ib nailed . � i Provide perimeter drain system with inver� minimum of 6 below bottom of basement siab . Wall sheathing : i� " GDX I wood or ��6 " � SB , � i' ►4 24 / Ib , blocked and nai ( ed . � Extend perimeter drain � o da Ilght or to sump . � Nail wall sheathin with Sd commons at 4 " o . c . at panel ed es U . O . N . and 12 " o . c . intermediate framin U . N . d . � ���� � 51ope perimeter grade away � rom buildfng . BLOG �G ,4ND N� ILg ,4LL � DGES � ETW � � N 5TUD5 . g � g � � • � � �� „ , Sheathing shall be con � inuous f rom bottom plate to f � Place concrete continvously without horizontal cold � oints . tap plate . Gut an L and T shapes around openings . Lap sheathin over rim joists minimum 4 at all Basement siab and main level floor joists must be in pla � e prior to backfilling , or provide floors to tie upper and lower stud walfs toc� eth � r . Fiinirnum height o� sheathing panels shall be Ib " to assure ' adeq,uate shoring and bracing . that plates are tied to studs . Use minimum 3 - Sd per stud and nail plates with " edge nail " spacing . � Concrete and Reinforcement : � 5ole Plate at all perimeter walls and at designdted shear walls sha { f be nailed as for braced panels with � � Goncrete shali conform to applicable provisions of A� Gi 301 and 318 . 3 - 16d x 3 %2 " long box nails ( coated or deformed shank} per 16 " . 12d nails are not acceptable � Minimum 28 day compressive strength ( � ' �) � as follows : SHE � TH ALL EXT � RIOR l�l � LLS . SHE ,�eTH INT � RI4R W ,� LLS � 5 SHOWN ON Tt� E DR�4WING5 . E �411 Goncrete 3000 psi � Gement Ty pe : I / II � Minimum nailing shall comply with lBG Table 23o �4 . a . i except where more or larger nalling shown on drawings . � � Deformed reinforcement : ,45TM ,4615 rade 60 , + except bars spe � ified to be field � ben�, stirrups , and ties whi � h shall be c� rade 44 . � � II roof rafters , � 015t5 , trusses , beams shall be anchored to supports with metal framing anchors . -� - ` � � ibremesh : 100 � virg fn polyprop lene , fibriilated fibers as rnanufa � tured by Fibremesh Go . Truss to � russ connections speci � ied b truss sup plier , unless specifi � all noted on the drawin s . � per ,45TM G - 1116 t � pe �fil 4 . 1 . 3 and � STM G - ill6 performance levei one , f . 5 Ib . per cubi � yard . � Lower chord of abie end trusses sha� l be an � hored to wall plate with � raming anchors at 4 � O " on center and � Welded Y�lire �abric ( WW �) : r� STM � 185 . 5ee al5o lan . � � � p , laterall � braced � o roof framinc� at S - O on center maximum spa � ing , or as req,ulred by the fabricator . � Typical minimum foundation reinfor � ing : 2 #5 top and bottom , ( except as noted) cont � nuous at � Double � oists under partltions w�here J' oists are parallel to partitions . r � corners and step s . � � ProVide continuous wall studs each side of wall openings eq,ual to one half or greater of number of � Reinforcement shall be fabricated and placed per � GI Manua1 of 5tandard Practice (� Gl 315) . studs interup ted by o enin s . � � Minimum lap at splices : 50 diame � ers . � � � � il wall studs shall be cont� uous fr� om f loor to Floor or from floor to roof . � Minimum 2 #� arovnd all four sides of all openings , extend mir�. 2 O beyond openings . � Gross bridge all dimension lumber roof and f loor � oists at midspan and provide solid blocking or rim � oists at a ! I �joist � � Goncrete cover over reinforcing : 1 �2 " for � oncrete placed against forms ; 3 " for suppor � s and � oist ends . Truss supplier shall 5pe � ify � li roof truss bracing and bridging . 5ee pre - fabricated � concrete placed against earth . 5ee also drawings . ! -� oist recommendations for for blocking . � � In continuous memb � rs , splice top bars at mid span and bottom bars over supports . � Solid Block b � tween trusses a � bearfn s . � � Kee reinfarcemen � � lean and free of dirt , oil , scale . 4il forms prior to pla � ing � � II prefabricated plywood Web I - typeg oists shal ! be ins �alled per the manvfacturer ' s reGOmmendations . � o not cut or E rein �orcement . notch chords in an manner . � oles in webs shall no � exceed manufacturer ' s ublished limlt criteria . • Masonr : � Pre - en ineered , pyefabricated trusses shall be designed for the fabricato pby a Professional � ngineered registered � y in the �tate of Golorado and shall comp I with current Gode and the " TPI " Re uirements . � � � Goncrete masonry Units ( GMU) � STM Ga4 - �l - I . Horizontal deformed reinforcement shall be placed in � Unless otherwise indicated trusses shall be desi ned for er endicular to rain bearin on H � M � IIZ lates ( 405 si) . E . precut knock - out bond beam blocks . � nd grain bearing is not ailowed uniess acce te� in writing bypJV� . Design t�russ bearings for bearingpblocks or T u ss � as follows : , � Mortar : Typ e ' S ' � � earing � n hancers as req,u ire d to compensa e For overs tresses . 5pe � i f � s lze , species , an d nai lin � for bear ln � b loc ks . � � Grout : 20t70 psi at 28 days . V ( brate to consolfdate . Metal connectors : 5impson 5trong Tie unless otherwise noted , installed with number and type of nails to achieve maximum � � Reinforcement : Standard i� ur - O - Wall at 16 " o . � . in GMU walls . � rated capacity . Note that heavy duty and skewed hangers may rec�uire special order . 4 1� eformed reinforcement shall be as specified for concrete unless otherwise noted , except that � � II beams shall be braced aga ( nst rotation at points of bearing . laps shall be mjn . 48 diameter . If Hi h Lift Grout � ng is used , cleanout holes shatl be prov � ded and � Dr � pack grout all beam pockets full after bearns are set . f bar - positioners shall be lo � ated at � ottom and at 120 diameter max � mum spacing . Unless otherwise indicated , install two lengths of solid blacking x � oist depth x 12 inches long in floor framing under � � 5pe � ial Inspection is not rec�uired by design , half stresses have been used . � co1umn loads . Golumns must have a continuous load path to foundation . � Lead holes for lar� bolts shall be 6090 to � O � of fag shank diameter in compliance with ,41TG criteria . k Structural Steel : Structural Erection and Bracin� Requirements : ! � 5tructural � eams : Aq � 2 Grade 50 � � ,4nchor � olts : ,� sTM �430 �7 or � 36 . � 5tructural drawings iilustrate the compfeted s � ructure with all elements in their final position5 properly � � Standard pipe columns : � 5T1�� � 53 , supported and braced . The contra � tor , in the � roper seq.uence , shall provide prop er shoring and bracinc� � ; Grade B . as ma be re uired to ac� hieve the final com le � ed structure . Bracin and shorin desi n , if re uired shaiT� be � Gonnector bolts : �45TM A� 307 �' � p � g g g � r � Ad ' ustable i e columns : by a olorado registered engineer for the conzractor . � 3 " diameterp" Heavy Duty " schedule 40 columns shall be certified for 21 , 000 fbs . at �7 ' - 6 " . Shop Drawings : � Maximum screw extension 2 " . � Fabri � ator and / or su lier of stru � tural steel , re - fabri � ated wood trusses , and refabricated floor ' oist s stems � � Expansion ,4n � hors shall be IGG - � 5 approved , installed in accordan � e with manufacturers shail submit sho andperection drawings for arcpitect and engineer review . 5ubmit one reproducible and two prints for � specifications . seach drawinc� . �l1ow five working days � or review . In concrete : Wedge Ty pe � ! n sofid masonry : 5feeve 1'ype � eneral : � Non - shrink grout beneath column base and beam bearing plates shall be non - metaltic with � minimum compressive strength 5000 psi . � These plans have been engineered for Gonstructlon at one specific building site . Bvilder assumes ALL responsibilit � � � II structural steel shall be � abricated and erected per the Gurrent edition of � 15G 5tee ( for use of these pfans at ,4NY OTH � R building site . i� lans shall not be used for construction at any other building site Gonstru � tion Manval . without specific review by the � rchitect � Engineer . � Weldin by q,ualified welders . E70XX electrodes . � Observa � ions of foundation reinforcing or framing req,vired by the owner , lender , insurer , building departmen � , or any � � xcep� as noted , f ramed beam connections shall be detailed to develop 0 . 6 x l� llowable other party will be accomplished b tY� e engineer at the owner ' s exp ense . ,� t least 24 hours advance notice is rec�ues � ed . Uni � orm Load values tabulated in the ath Edition /� 15G Manual , Pp . 2 - 27 and following . � � II slabs on grade shdll be separa� ed from ad�jacent structural and finfsh elemerrts to allow free movement � � � Il beams shafl have fitted web stiffeners �ach side of webs above and below columns . ( I / 4 " of the slab , unless specificall � shown and noted otherwise . or as noted) � The foundation design shown assumes that the cwner / builder is aware of the presence of expansive soils , and that they � � ,4ttach �w �ood nailer plates to beams v� ith �� " diameter machine or carriage bofts at maximum 32 " have read the previously referen � ed soils report . Use of these plans �� is indication th �at the c�,oner / builder accepts the � o . c . , or �8 diameter bolts at 32 with lued contact face , or 5 � 32 diameter owder actuated drive ris � s assoclated with buiTdin on this site , es ecialf those related to slab - on - rade construc � ion in finished areas . u pins at 24 " o . c . , U . O . N . g p JV� wifl not be held liable for dama � es caused by slab movement . g � � � � i W o o d Framin � : � '�"�°'��"� �-M5 OR M,4TGf TOP AND ,�,.� � �o�►� �� �,��, �o ` ° � � � BOTTOM REIN�'ORGIN6 z IN5L4LL 7x4 INT�iMITiENT IG�YNIAY ��� VOL � The ' � � Dimension Lumber is desi ned and shall be su lied using B1� 5E VALU � S Desi n Griteria . n � ,�,� „�,.,� �,� � �u- +��� � �,- A►.� �� � ` � Pp g T� ,� ��, �,�„� g._o �. � Bauers Resi ence � � � Hem — � ! r # 2 and better � Maximum Moisture Gontent IQ9b� -1J . 0 . � . � �+� "�' 15 � �o Arm �� wi�+ rz�ir�a,cir� r� �° Ptates : 5ill plates : Pressure Treated Timber Strand LS1. by " Trus Joist " . �'-8` "�`" ��-° � �"`'' �°"� � Deer Rid e L . L . C . '� � � " �' ressure treated lumber " shall be framing material of the s pecified spe � ies which has be � n pressure �, 3�-0 ,�,K �' � � 5107 Main Gore Drive � � treated with a decay and insect resistant solution , meeting ail current standards for wood in � ontact 4 -oMIN. o � � Lot 4 Block 1 Bi horn Subdivision ' � with concrete or ea �^ th . 4,-� M,K '-OT'"' = � p � p � � Fifth Addition � f 5ill Plates in � ontact with masonry or concrete fovndations , footings , or 51abs ma � be trea � ed Tlmber �°��� �� Town of Vail o � � 5tranr� L5L ( zinc borate treatment) . 5odium borate treatment may also be accep able for sill plate 2-� �� � Eagle County , Colorado � � applica � ions when protected from weather � � _ _ o � A� cceptabfe treatment mediums for wood in c �ntact with earth or in exterlor app lications include Construction Documents � . 1� GQ - G and � GQ - D � � Ikaline Gop er Qua � ernar ) and cop per azole (G �31� - � and GB ,4 - �) . M�,�, �''�°'�"'� • • • . 19 o t 2006 � D O N O T U 5 � l�l D O D S W H I G H H� V � B � � N T R � ,� T�1 7 Y V I T H f 4 M M � h l 1 �1 8,4 5 � I 7 G� R R I � R S . *� - � -2 B u� ld l n � P e r m i t S e t R e v l s l o n s . n a t e: E �3 - 2'-8' POO'TI�kS - 5EE PLANS D�D?YELS - MINIMUM *4 x 5d' • - � � I I c o n n e c t o r s s h a l l m e e t t h e r e c o m m e n d a t i o n s o f t h e p r e s s u r e t r e a t e d w o o d m a n u f a c t u r e r , b u t � �,��,� '"'TM 6 "°'°" � 'a °�. � n ; ' shall be ( G185) . � I ) sGrews , nails � boEts shall match hangers and other connectors , and sha11 meet TYPICAL REINF �R C I N G A T S T E P S A N D O P E N I N G S � P�B� i o 9� s`i oe c h o cPl � a $�9� ! i� S T M � 1 2 3 for in d iv i dua l � onnec tors , an d � S T M � 1 5 3 for fas teners . xosca�.E ee r� Pax�970f46g9g047 �i� ��x��e�oµ � ARCHITECT The deslc��, detatls, tdeas, assemblles, arrangem�nts, 8 s�bclflcatlons daplctad, represented, and Illustrat.od wtthln the�e drawings and cny attached doc�rnentation are and shal{ rematn the property oF the ARGHIT�GT Thess documents, � no part �hereoF shall be dupllcated in any Porm , dtsclosed to other-s, or used In con�w�ctlon wlth any pro�ect other than the speclPlc pro�ect whtch they have been produced Por, wlthout the expr�ss wrft�ten consent oP the Ai2GHl'I�GT. h°°t � � � � 4 _._ �_ __"_ _ ., e �. _ „ __ _ k� ( I C D A E � A-11 A- 11 A-9 A- 12 ' I � 8a�-s v� ° � , t t � 1 11 I R 1 N 1 11 ' 1� II 1 11 , � � � 2 -0 9 -8 1 -b b -2 1/2 20 6 10 -6 ; . � � � ; I Oz ' -7�/ �� � I � ' -2C' ! 21 ' -D" I IS ' -4� " our- ro- our ' 20 ' -6" a� ' -�" � • 4 ' -0 " 3 ' -0" ( S ' -o�' 3 ` -0' 2o ' -I " � 12 ' -2" 6 ' -2 " I6 ' -O" 4 ' -b" 10 ' -6" 15 ' -I " � � � TIMB�R l ��� � 8 ' -O" 2 � _6�� 6 � -5�� 8 � _8�� � , , cot�ur�rr� H1 TYPIG,4L t�DE5TAL REfN�OR�GPMENT: H2 , ; �BOYE #4 1(�R71GArL5 AT EAGFE GORNER w/ � � � { I � �F GL05ED TIES .4T Ibp O.G. � - + + / I r - r- - - ' - - '�' - ^ - - - - - - � - - - - - -�� - - - - -�- i � �— � � � �� STONE� r-� + - - - - - - - - - - - - - - - - - - - - - - � - - - _ _ _ _ _ _ _ _ , � � 5 ' -b�i"' 7' -3�' �' 3' -.�' �. � a' m I I v�t�t�c-rz ' �.I ►�� D� _ � I �, �r ' ' m '' _ � ��� I 5TO1� � i i a- � � � I6 ' --� " m m " � � i i Hl 21 �-0u � j v�rt�� � �i1 f F , � � � � ' m , s = i I � � ' � �+ 1 I ��-D" 19'-O" I I � , i � It - - - - - - - - - - - - - - - - - - - - ' - - - - - - - - - - _ -� , 6� ' 12" DIA. 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(NQ. u Ko� � � � � 5 ' -4" , I 4 ' -6" I � � _8�� i 'L Y�rtt.�+� � i � � � i I � �_ u �� �_ . � , � „ � � GRAWLSPArj.� ,45 R�c�UIR� PE�t GoDE i � ' i 1�'-1 � ( 3 11 4 -O � 7 6 9 -0 12 -3 � � AGGE55 � 12'-8" k 3'-O" 12'-61/2 " 1 � _ � � LINE OP � � ; � � � � f� =-` =i� O O Q g � s��� STONE � � � 4 '-O°x 4'-O"x O' -10" 3' -O"x 3' -O"x O' -I �" � i r , 3'-O"x S'-O"x O' -ID" � ' � � il ' ' �y � � 1(EN��R � I PAD �OOTINb w/ P.4D FOOTIN6 w/ I � � � � PA17 PDOTIN6 w/ i1 � cV cv i ! � � (4) �'S EAGH WP�Y (3) #5'S E,4GH WA�Y � � � P (3) �5'S E,4C.H WA�Y - t � � � � I I � -' - --'- -— — — - --`– - - - - - -± = � 1 f I I � t � � 1 � .- � 2 �� , _,� _ � Q .._. � — ' � � � � - -+� - - - - - - - +-- - - - - - - -• - - - - - - - - -•- - - - - - -� �' - —T � I � i � � • i li �m - - - - - - - - - - - - -� _ � i �1 � - � � � I � � , � , � I �� ' ' 1 � � �� I i b' � ti n i I � � uAte o� c2 I i 32 -6 , � � �_� � � i � � STON� j j � � _6� �� 4 � _5�� ' 22 ' -6� " i `t �4 ' -5�� � ry 3 ' -2" Id ' -3� �� � , � V�i�IEER � � _ _ I 1 p ' � � - � - iv , , _ ' � ,— j d' i� _ - - _ _ _ _ .–_ — _ — _� _ _ _ — ..._ — _ — _...� � _ � - =.= _ � _ "] � It � � f p + i r � i a n � � � �_ u � I lI1 �_ u = � O I I I -�F WIDE x 10 THIGK STRIr� PT'6 f � � � � � _ f 2�-0,� � 20'-'1" � . i 14 3 1/2 15 3 � � CA ': � d I 1 ! Po�i�n Nro�t�to�i�rr�ii ALL wl�s1.��48.E � � � � � �� ! �! 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' , � t�V � � � p 2'-10 1/2" 4'-S ' 4'-4 1/2" 3'-1 1/4 " � j � 1 ry � � j -� - - - - - _ _ _+- __ \\� �`, w � w - � � � � G ar a e � � � � + � � -o H , , ob Q � , , , � �— � � � � i I I � � � i � Typical Concrete Slab � i ,�.� _ '� � `�\, ��� �' � I I I 1 � ' ( On Grade ) - - ! � - - - - - - - �. _ �. _ _ _ _ � _ ��" - - - - - � �� - - - - ��• - - - - `���- - - - - - - - - - - - - - - - - - _... _ . ..... _ �. - - - - - - - - - - -- - - - - - -- - � _ � _ _ _ .. .. _ _. � - -- - .--. � .�_ _ .... _ --- - - - -- - - - - - - - - - - - --- - - - - - - - - -- - - - - - _ - , } - - - - - - - - _ _._ _ �. _ � _ ..._ _ - _ � _ - _ - _ _. - - - - - - - - - - - - - - - - - - - - - - � _ , in r �\ , - ^ 21 ' -8� �� 4 ' -5" tl� 22 � _6 �� � � 4" GONGREl"E 51�4B 01/�R 4" GRRV�L ON UN3715TURB�� } � �' � �j � � � \\ �i � " � � 501L OR GOMPAGT�D �ILL �45 R�Q. PER 5011..5 R�PORT � � _ a. � � �� � � � �� � �� j `" � �� � „ � � SLOP� TO GARA6� DOOR(5)- (MINIMUM SLOP� r"/�"I') { � - - - - -- -� � � � � �\ � E LINE OP � '6 � 9 -4 6 -8 u� 13 -I 12 ') � I REINFOFZG� rv/ bx6 - WI4 x WI .4 W1^1.�. OR �IBERMESH. � - - -' '1,� �� � �� � , . STON� _ � 1 � � ^ �V � m j � JOII+iT IN M,4X 150 SP. SEGTIONS � P�T P�LL R�-ENTR,4NT _ ' �� � �j' ! ��'� ��E;y , 1/ENEER - ' � , GORNERS � GOLt1Mh1 GEI�T�RLINES 154LP�TE FROM W,4LL5 � � , � �� , � O i 5'_'1" '-0" � 8'-2" ! 2`-O" 3'-10" 2'-0' � � 11 '-11 " I � GOLUMNS TO F�LLOW POR FREE MOVENI�NT. •• � IA d' � � BE�4M � Z BEAM i-�- - - - - - �- — — — �-. � - - � - � �� � � 3 ' -II � " �� \ \� � � ��� / �� \ � �\ } � � PCX.KET(5) ~ � �'�E'�'�5) �` . C� `�` � b; �r 0: � PRE55URE TREa'T�D � �k � u L . _.._ _ — � - - ^ - - - - - -{N� Q X ����� — - - - Q" - . w — �W�� 'X �� n/�{B�� i i� ` � i 6 � Q�..�� W� �'��J�a X �� ( 12 � , � 2 -O � 'i'-11 2 -O , _ = i ' ' �V � 7 � _� �� 6 � -4 ° 10" AFlGHOR BoL'r5 � , �� , � � � 48" O�G. (TYP. U.N.0) � I � � '�' ' LIAI� O� � � f m - cv � ' _ 24 ' -5" dl - '� 13 ` _r✓- �� , � � t '� _ ' \ .fl i � N ' - - - - - - � r ` - �- - - - --� - - - - - - - - -►-- - - - - -- - -+ - _ � : _ - � � In � / R � �°�� � - - �-- - - - - - - - -._ -� � o o � H � � ► ,d. � o Gara �.e , , = i , , � �. , , � . . � L =`= =1 � � � � � �t= =~ _' `° ;n o � ' 1 in � � in �, ., � Typical Concrete Slab �i � '�"� � ' I I i � - _ - � � PRE55URE �TR�,4'I�D = � �� � I � _ �� � �� � -` � Q 4��� ' -� - _ .- _ �` ` ( On Gradel � j. ,�. � 5�E TYPIC.�L C.ONGRETE � cV 1 I PLATE w/ � D IA. x � ''1 � f 8 a 2 - Q _ N � . � � S1.J�B NOT'E ,4T MP� f 1V 6�4RJ�6E � � / � 10" �AIGHOR BOLTS � �- _ 4!� 6" SLAB ON 1.00�' � FILL UR VOID _ (� - � � � H � �Q � � , / � , , 48" D�G. (TYP. U.N.0) - � �� . I - . , � , ' � m � p _ w/ �5 5 e 13 E,4GH WAY ON 2 _ O m !� �j 1 \ � I , � � i GHAIRS OR BOL51'ERS. P4UR i d- � � --+ . $:,�,, ,'/f _ � � in - „ 51�48 OVER �O1JHD,�710N WAUS. - � - I N � I - ( 12 -8 � DEPP.E55 TOP OF POUND. YVI��L `�y , % � iy ' � � ' � - � � , � _ �� � _ �� 12"� PAH GOI�IGR�'I'� SLAd OVER Qs � ' N ��.. � � , � 24 ' -O � ° � II � va/ 6" MININNM T�lIGKEPIED �D6E. ; � � } i = p � I � �U � , � � � � � � I � D�PRE55 TOP O� i � � � b- � � � _ ! ���b PaH��T�NSL,� � . J' / O�° � � � ` � � - \ , OYER w/ 6 MINIMUM � / , ,� � �[ (n � ' _ - _ � - _•-' =, � �¢, � �=_'__ � _ � ' �a, tFfIGKEi�U EDGE. ry�Y ���' ,' 1 I , �. � � 1 � � j I 0 INSTi�4L.L �4x . m j { � j ; � �' ! � `6 ' � %^ �1'y f � �. - � � � � � � DOWELS AT ' � { � ' cv cl� '� � , ' ry� �n � � fi � L =..� ! ! = m I b"O�G. �1''(P. (V l ��_-�I � " , 9� � �j• l � 1 gi � A5 S�IOWW �� l 6 , � , � � � � �os Sr., H1 � %/ ! , - i � � , --. , % � � ' + � 4'-4" � 1 'J'-5�� �,.�,,� ' ` �-0u i s�� ` i / � 'Y-'f 1/2 " ' 12'-1 " in 3'-9 1/2 " � 16'-1" 10'-O" 25'-q 1/4 " � °'- � '� 'r � � g '� i � ' / t ' ' A �' � C D ��„ �' A-9 8� 8�" E ��o,, , , A �� ��t A- 11 A-11 2 � _3�� 8�° q � ..6�� 2 � _3�� 7YPIC.�L PIL45TE�R REIN�ORGEMENT: A- 12 '�'� ��.`�� �°� #4 1/ERTIC.�4L5 AT �AU-I GORNER w/ �� 14 ' -4" � �-��D TIES AT I6' OL. TYPiGAL `s4 � YVA1.L STEEL IS GONTINUOUS Ti-�OUGH � ' -8" II ' -D" 4 ' -8" 3' -8" S ' -i " 3 ' -8" PIL45TER 3� _2 � " � p� � _4�� J ' -ID " II ' -4 % " 16 ' -2 " � 8(EVIN I �, u i n � u � � n ' n � .�.f 23 4 15 -5 I � -II 25 -5 3 � -b3/8 � � . � � 49 ' -8" 52 � _l � �� L � d �, 10� ' -7� �� �� � �� � � � O L,.J 1 \ � � � 1 � 1 V P L A �T OUT- TO- OUT The • � 1 / 4 �� ` � � - o �� Bauers Resi ence � . . . 0 � Dimensionin �Ke �: Notes : Holdown Schedule . Deer Ridge L . L . C . � 1 . Minimutn soil bearing pressure = 2500 psf (sails engineer to verify} Page numbers refer to " Simpsan" Catalog C - 2005 , 5107 Main Gore Drive � � Lot 4 Black 1 Bighorn Subdivision � � Foundation Footin �, dimension � 'O�-0w � 2 , Center footing under columns & bearing elements 8s set bottom of footing STHDI4 'Embedded Strap ' HOLDOWN ' ' ' Fifth Addition ,� ; , , , r „ � minimum 48 " below grade . Confirm all elevations meet frost protection criteria. H1 See pages 42 and 43 Town of Vail p ` Foundation Wall dimensivn � io o n 3 . Field verify all bottom of footing {B . O . F .) elevations at open hole excavation . , , _ Eagle County , Colorado _ o � All bottom of footin B . O .F . elevations indicated on the foundation lan s H2 STHDT4 -RJ Eml�edded Strap HOLDOWN g t � p � � O See pages 42 and 43 . Construction Documents � and referenced elsewhere are subject to change and/ar revision based � — ❑ — ; • apon differing conditions that may exist at the site at the time of excavation. Buildin � Permit Set Revislons : 19 Oct 2006 na�, � � . � ` 4 . Backfill to grades as indicated on site plan and elevations for stability and frost n i . � • Architecture � Planning � coverage/proteetian . Compaet all back�ll to 90 % of maximum proctor lensity . r o eo � Zo9r Silverthocac , CO 80498 � 9 � 0 / 390 - 2950 j 5 . Perimeter drains shall be installed per the recommendations of the Soils e �' rA F = = 97D / 468 - 8047 ; engineer of record, and shall be observed by the Soils En ineer p�rior to backfill . A R C H I T E C T h�t i The d�si�s, deta►Is, ideas, assembli�s , arrca�gamen�s, B speclftcatla� deptcted, represented, cnd lllustrated within these drawtngs and any atta�hed documentabton are and shall remaln the property oP the A��HI7�G . 7Hese documents, � no part thereoF shall be dupitcat�c.1 In ca�y form, dis�losed to other�, or u�ed tn ccn�unctian with any pra,�eGt other than the specl�lc proJ�ct wht�h they hav� been produced for, rvtthout th� expr�ss wrltten �onsen� aF the ARGHIT�GT. ; � � `1 I E � , { I � i � II 1F i II II I I — II � � ! II � � i ii � � i -- � n � i � _-_�.— c, _ _ _ l �, � � � � i t= - -� iiii i ^ �--�- ^ C^��� I � !I O' -V-�, � ti V �4 's A�T 24" � - -=--- 6" SLAB ON L005E �ILL OR VOID � , _ ." ___3t-A- � � ` o�. �H SrEM � � i� - � � „�i �/ t�'S o 13" EAGH Wp.Y ON 2" �.� Front Porch Perimeter - Typical : �'� � � x-- G1-IPtIRS OR HOLS'fERv. PDUf� �— r------ ---- INSTALL #4x � 24° DOYV�LS ?�T 32"OaG. � li I 51.1�8 01/�R FOUNDATIOt� WALLS. -5,�. -' L���� - - �� �� l - - - - - — — � -- -� _ —.---------- � _ � , � _ ___ ____ __ � ry 'i ! • � � � w�� • � � � yr� � � � � � � � � � r � �� � � � r � iyi�M�ytl�� r ' k _ � _ � _ � � � • ' �' . . Y 1 % , . . . � ` , . ` � .: - .. ` �_ - - P • � � Y L • � �L t YI ; �l; '� ♦ � � � ' , { • t ly 4,+`e,,, • • ;i �.,�A ll , _ 1 � � t , :_ t� v : M V • t' . � } , o l , � � � zn �r �. � � _ _ � � �� - �� � � ` . . � � . . ' � \1J L i ` � ��• , , f K � • , I ' 4 i � � � ` E � + • � � • j� ) r • � •� � � � ( ■ � � •\ � � + •� � • � / F � • �I � l�J � Tot� :!' i : - � � BorroM � � � � � `� coHr. lrrP� � � i ' -5" � , i � � � • � ' � 10" � � i . � � #4 VERTIG?.L5 ' I : d' I I � 24" O.G ; � 1 1 � I . G�NTERED � � (2) � 70P � � � : � � BOTTOM � 1 I ��, �0 1 � GONT. (TYP� j I I `.•- Q '�4 HORIZONTALS � � � ► STONE V�1�l��R ` • I 1 � � — � 24" O.G.; • � : � I GENT�RED � - - - -�- - - - - - - - - _ T _ _ _ _ _ _ �. _ _ � -� � I N f I _ _ • . ... ... _ _ _ _ - - - - I ; � _ _, � � � _ _ _ _ _ _p �, i `�'��� • ��� f . i - - - - - - - - - - - - - - - - - i . i ' i � � : � i i i + � (2)� GOt�ITIHU0U5 � � i _ r i i i i � � � �� IN �OOTIN65 (TYP} ' � � � � � . . , I I (?�#5 TOP � ; I � � _`�'�� � (?� � TOP � � � j � ��TIGALS ' � j I � � �� i , ; � 24 OL. ; i � BOTTOM � �,^ � _ �E BOTTOM fi�'� � GEN'fERED � � � � j j Pr4D/MA�T POOT�It�6� GONT (7YP) � " �� �. i ;U GONT {TYP} . : ,, � � � �F° �-� t � � rl%� i i i i �5'S • 12" �GH W,4Y LOW�R S "'� ;",``��* �- ��'�;�':,�. xi C j �� _ � I � � � LE, VAEL r : .r�` '��J'� s�'�y,��'�£"f '�y°` s'�W 9 I �%J I ( I ' I ' 57J18 $ �`�7�' teiX� �C,�V�,�' � n ` I � I — I i K"�� { A. �s �r� , C / ` � � .F.,r� � ��4,� �� '',,`�''���"'3�Y �� � � n ` . r `"� k :��; ,-c �..: t " .f� � �;� �' ; 9'�.� f �� �,�� � - - - . z � � _ � ��r,�° - '--e,.�=,.,� � . ��``�d��' ` PERINIEI'�R �FvAIN '��`� ';�"• �� ' �' ,� 'ah.� `-�^. . k:�= - 4° GOt�IGRETE SLA�B-ON-�GR14f7� r� � �� ' s�_ _ ` PERIME7ER DRf� IN ., � � °' ... . . _ . . ... . _ . . ..•. _. . . _ . .- _ . ... . Q -., O • '- • � ,���.; . P�R 501L5 REPORT PER 501L5 REPORT �t°rr �a _. s � ` � � � 5PE� I�GUPt ON5�N1�NI FLOOR a, � '�6 , -,, . ` . `.c. +" �^_s�',=�K� a �ZhD1A�N7 HEf�TING SYSTEM - - - - - - - �;�,.< j '`�a"�F.', ��. .; �>.�.;. _ ' � -� � � � ' ��;r�`� � 1 (2)�5 GONTINUOUS (2) � GO1�tTINU0U5 IN POOTINGS (TYP) IH FOOTI �tGS (TYP� I �° RIGID IN5U1..A�TIOK ' 2 � �� �� 2 , _ �„ (RADIANT H�ATIhkS) 4 ' -S" ' f 4" GRA�1(�L UND�R SL.PtB ' � SECTION 2 SECTION 3 SECT � O � � 1 i � a i - o , iiz i o iia i o � E r � E � , � , �� � �I 1 al � � �I n ( �I � � � � I D�PR�S TOP OP �OUND. NWLL 811 I I I j „ � I 12"8 PP�N GOt�lGRE7E SLAB OVER I I i� � I � n � w/ 6" MINIMUM THIGKENFi7 �DG�. � i � � � � � � I F 4� `= � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ ` c- = -� — = = = =�1 � 1 � II,`r — - - - T- - - - - - - - - - - - - - - - - - - - - - - - - - -I{ll t � � III I,d� ' � I � � q�'� �',{� � � I � — ...__ � ,.. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — - - - - - - - - - - � �I II I j � � � � � � � � � � � � � � � � � � � � � � � � � � �. �.. � � ` - � ry � � �j � 1 �� � / / ' � il ��� 'I 570N� VEN��R f � �4 1l�RTIGALS `r PRESSUR.� TREA7ED f ' - _ _ _ - - - � ' � 24" D.G.; � I PL.A�'f'� w/ �" D I,4. x j j 'i (� #� TOP : t (?a � 70P � � G�NT�RED i i 10" ANGHOR BOLTS � ! � I � � E � � 48"O.G. (TYP) U.O.N. I � F � �OTTOM � '� '�f' � BOTTOM �;� � � O I � � � � GONT. (TYPJ $ _� GONT. (�''(PJ ,; �>� + ! � I 3' ,O°x 3' -O°x O' -10° I . m #4 1(�RTIGALS „ ' ° �t � d- � � PA3'� FOOTIT�6 w/ � � 24" D� ; - - - - -- r F;�,��, �_ a � i (31 #5'S EAGH VV�Y � ���� br�.� �E i � G�NTERED - _ _ _ _ _ _ _ _ _ �� y��� � _ �4 �40RIZONI'ALS � I � , -`{� � �.a.� � ��"-4".G: - - - - - - - � L _ ' r` I �, � . • ;� , :,a"� ����.,r_ � � • G�hITER� � � ^ : 9� �� r ���� � — . • `��r����.�'� �,��'=`� � .i_i ! i PERIME'I'�R DR�hIN ����= ,,.� ,�� � _ • • :` . � P�R SOILS REPORT ,,, ,�� � � . . e. Q .• • • - . • - .• - • • . + • 0 (2J �5 TOP � #4 VER7IGAlS � — `�~y � �� ., � - — � BOTTOM � ' � 24" D.G. • �j � fi,R ���. �` - �3__,�r� �` � GONT. (TYP) � � r',_ � • �,_ ,� d4�, G�t�TERED � (2)�'a GONTINUOUS � <+���k,�,�, � (2J �'"a GONTINUDUS IN �DOTINGS (TYP� Yt��;f < z, � ' -O" tN �DOTIH65 (TYP) �°'���,�'�y'x`,� � I ' -6" 2 ' -4 � " 3 ' _p" � . ��`���,�.�."�`����. � � . �c. �� , �,� � � � PERIMETER Df?AIN � O � �*- ' j ' p � PER SOILS REPORT � ��'j.��'s.� l2Jsr� c,oNrINUOUS I ' -6" W-�,. iH �oori�s (nrPJ SECTION SECTI � N (� SECTION �'�°� �O� o'� 4 1 /2 �. _ 1 � _ � �� � 1 /2 ., � 1 . _ � „ v 1 /2 ��_ I ._ � ,� /�Q` � � KEIIIN W. RE E � � � � . �� � ` � ��t� � A L m Notes : The , � Bauers Residence � 1 . Minimum soil bearing pressure = 2500 psf (soils engineer to verify) m rr� ic���owe�� Deer Ridge L . L . C . � 2 . Center footing under columns & bearing elements 8c set bQttom of footing ! minimum 48 " below grade . Confirm all elevations meet frost protection criteria. 5107 Main. Gore Drive . , y ; � Lot 4 , Block 1 , Bighorn Subdivision � _ i ,�T 48"o.e. MINIMUM, oR 3 . Field verify all bottom of footing (B . 4 .F .) elevations at open hole sxcavation . Fiffh Addition � �q. X iv� GLOSER 5�',4GIN6 A�5 DESIR�D Atl bottom of footing (B . O . F .} elevations indicated on the fouadation plan(s) Town of Vail p ► m� TO MATGH 1/�RTIG/kL SPr�GING and referenced elsewhere are subject to change andlor revision based Ea le Count Colorado � � • OP REIN�ORGEMEIVT IN V�LLS. g Y ! upon differing conditions that may exist at the site at the time of excavation. — , ' — � k � Construction Documents � � 4 . Backfill to grades as indicated on site plan and elevations for stability and frost � ° — � ' 6�� . coverage/protection . Compact all baokfill to 90 °�0 of maximum proctor density . Buildin � Permit Set iZevislons: X � Oct 200b bate: � . � 5 . Perimeter drains shali be installed per the recommendations of the Soils � n • A r c h i t e c t u r e � P 1 a n n i n g a � engineer of record, and shall be observed by the Soils Engineer prior to backfill . r o so � Za9 � s � � o « < ho � n � , co so49a 9 � 0 / ; 9o - 2g5o e e r F1z970 / 468 - 5047 ' t , ARCHITECT h�r I TI'IP� G�05IC�'15, detalls, Ideas , as�embllas, arrangements, � Sp0GIf1GGtI0Y19 G�pIGt@f.� , repres�nted , and fllustraked wlthln these drawfngs and any a�tached documentatlon are and shall ramaln the proparty oF the ARGF+fT�GT. Thesa documents, � no part thereoP shall be dupltcated tn cr�y �orm , dlsclosed to others, or used In con�unctlan Wth �y pro�je�t other thcr� the spe�lflc pro�ect rvhlch they have been produced for, wlthout the exprags wrltten consertt oF the ARGHITEGT. � I f _ � � ✓ __. . _ �.__ - - -- . _ -- ��-'r""-„�_,., . - ....,,,s„�.,..� ...�.,_ _..�, C D A E � A- 11 A- 11 A-9 A- 12 � � S'7 ' -C)�� � � � I '7 ' -O" � 21 ' _O�� � 18 ' -0" I 2 � � _6�� � O � _6�� C � � �8 ' -d�� � g � _g�� 12x12 TlMB�R P05T WITFF PBYI2-P 2x6 SKIRT � � �� � �� � �� � �� I H -O 4 -6 8 -O 2 -6 f i � � (3) 3. D �p, 8�45� PU4T'E. SOLT SEAM TO P�5 k 2x1� P.T. RIM i � . I 1 THRIi-BOLTS WITH �2)�'4 DlAME'�R THRU BOLTS � I � I � ! ' j 28 z j , i . � � "X ° LU- $ M -_ � ; I ! - - - • - - - - - - - - � r � ` '� . � � ( ) D xl0 L1G ' G. ( I I `9 { + , \ � f T B�AM 5 P T GLU-LA � � � • � I ' I B�RM DYER (v7 2xb � � 6 �F � r Q m f � , � F; E 2xb GOLUNM IAT WALL ry� � � � , 4- 0 O 2xl P.T. LED6E FP� TENED W TH � GORNER! I I 2x6 2x6 � �p r p � (2) ROW� O� 6P�1.f�YANIZED !� DlA�. SU � � � J , � � �p � � N LA $OLTS AT � lb" O.G (STA66ERED) i � 210 � Z � O-Z = � � • � '4 � �' I � 3 2 t�p 2x10 PT. LEl7G�R FASTENED WITH `9 A'�' ' - - - - - -- --- - - - 4 �"' ( '� �5� (?a ROWS OF 6ALAVANIZED !�g" DIA. - r I - - - _ ZX -'� O l�b BOLTS f4T fb" O.G. (STi466ER.ED) � _ � UR � 5 I r — D I ( }� p� ' (� � T3HRU-BOL�rs s -Z I �I � I 5 I r —� I � � � , , � , i 2x � � oy ( � � � N 12x12 TIMBER POST W1TH PBYI2-PG 2x10 SL�C'G.� �� � � � `� BASE PLA1'E. BOLT BEAM TO Pp�T �4T BEAM � � � � •� `� � � � WITH (?.1�' DIAMETER THRU BOLTS S L 2 -2Z I �1' � O F _ � � � � .. � � X o � , � ' Zx� � �.�. a � � � � I � . � so �� � 2x12 P.T. RIM l �K �15-� i L 5 2 -2Z � O � _ � � O � � �x12 P.T. RIM — � �Q " � � ! � N � { I � a � O L.V�9 �B �Z � �:�" _ � �siiz (rrPa �- � m Zx6 SKIRT � � i � � f � u _ _ _ _ _ _ _ � 2x6 5KlRT _ � , ~ A � � � 3) �b � ~ � '� �k O - ^ ' ' � I - P.T. GK .IOISTS � I � ! L � HU i ( - � LUS � -2Z � .1 2x10 • kb' OI . LU5 28-Z � � I � � `i' � � � 5 D/i � �- ' ._ I I (rr�� I � � � I I �" ;� "a �t j - - - - _ � , . , �� I � � i � j i , i O _ � � I 15 -2 I I � � I I I i � � � j AD UST. PI��GO MN I I t ry f f � � � + u1 ' � ; � 5 6 3� 11 �6° (3} H " L I O I � ~ � I � � � -- - � r � I I _ � - - - _ _ _ - - _ � f ,�� 1 D) � � � 2x T ' �(FL _ _ . _. I I I 3" I TA A � � - ,4t�.1U5 . P{PE GOLUMN 3 ( DI 5 � 4 4 � - O � O 2xb 2x � I 3° I la. 3TA A � � � I�� 2x 2xb � � � , M �,, � � I �DJUST PIP GO � " � � � I � H � � � oo t ' � � i �1 � � , , 0 � ° arr�c+� axio r�zA.�R " , � I � � o � } - aa ~ l at � iNro sruo wAU. w �rt� , i � � ! � � � ¢ � � " DIA. La6 SGREWS � � I ' � I � � U1 � �TYPIGaL BOtH SIDES) _ � � ' (?a �b" VI,. � � � I � i � O � r � - - - - - - - - - - - - - - - - ._.. _ .._. _ - _ - - - - 3 - � - - - � - - - - - - - � - - - - - - � - - - - - - - - - - - - - - - - - - - - - ._. _ _.._ _ _. _ _ _. _ _ _. _ ._ _ .� _ _.. _ ._. _ � _ � _ ._ _ .� _ ..._ _ ...._ _ _. _ ._._ _ .._._ _ ._ _ - - - - - - - - - - - - - - - - - - � � i � _ � - -�- - - - - _ - _ 2 6 � ' I ' - 15T SOG IN6 � � � � _ ; - �' , � ' rv/ ITT I�NGERS I � t- - WI X � _ � ' ! � � � � '�.'� �f �' � � 3 � � 3 T BEP�R�1�lG L ` � DFZOPP D) � � � � O � _ i � ' � j � -� �1 f�� i � x �3} ��d L x � (?� 113b" RIM 23 ' -7° � _ w/ 2x T f � r � BEAM P BE,4M ry � N � � � ^� 0 � �� ��,�' � ;, (vRO� ) - - - - - - - - - - - - f - l � P PocKEr ! � �a� e ' ' } i m � ' m � ' �' � _ � _ -- _ _ _ _ _ � n - � ' � ` , � ._ ._ , - — � � ` _ � � m - � � �v � � � 2x8 LEDGER �AS'f�N�i� i � I • �_== - i m � _ _ _ _ _ _ _ _ i �p `� � = s � WtTH (3) ROWS C3F 5D5 � i '�!" - - - - - - - - - _ _ _ .� � M �q,°X 3s�s" SGREWS � 16" _ � 3 � �� i � � / � � �� - - - -- - - - - ) _ I ry � � ` O W Q R I ir �. G� � IhlTO 2x6 �RM '6. (TYP� i 2 b ^ ` � �?J � Z6 1!L �. , � � � c� � \ n � ; t ' ' f � �i � f - _ _ _ -- _ _ _ -� iy ; � � � � ' i ; O _ � � �p I I �l '� � f -Y1 � u R t2 � ta° 3 � 2�� 4 � -II � n - - - - - - � .. � _ ., _ _ .. � . � _ _._ _ � _ ._. ., - - - - - - -- - - - - - - -- _ .— _ _ _ ....... - - - - - - - - - - - - -- - -�- - - - - - - - - - - - - - .._.. _ .T . _._. - - - - - - - - - - ° - - - - - - - - - - - - ---tQ \ � �..,_ �} _ �.� _ ._.,;_ ._.. ._,. �_ � H _. �� ti ._... � � _ .._. _ .�... _ _ ^ — — - - � _ �. . .� _ � _ ._.. _ � _ _.._ _ ...._ � _. _ - - - -�-� - - - - - - - - - -- - - - - - - - - - - - — - � - - - - - - ;� I _ 1 1 t ! t 112 , t 4,�! ' _ T _ — � _ � � ` _ � 1- � �p i � i i ! I I i 3 i � ` \ � ♦ '� I _ i -1� 4 1 ! i i _ ' 4 • �I � � ; � � � I \ \ � � - � r � i % i i i i i i � _ � 1 � � � � t O � � ' ° _ i B trt i � � � � i yl � ! ^ ! ^ _ � — � � .` � P (5) I r 1 �/�+ � —� � \ �-i- / r \ / ` � \ ' � I ( / __ __ __ � ... ._ � � _ � rn \ Y I \` - - u � \ h � � _ � , ( r-�p) � . I � � � � � _ � p � � , ? � � � PLATE P � � � �P x 'T� , m � ( r � � i � � ry (— — � l(1 '�t i N - - '- _ _ � i / 4�� � _ _ _ _ � I � - - - , � I � i , , ' � � � , . . � 1 1 , � � I � � � � ,� 4 , , � � -6�, ! � � 0 , �3�, s � -a�{ ! i , �� i . � I j � ' � I � ` � , ' E j � � f .' � � � ; f i � i � ' , � � ' � - - - - - � ' i � _ _ _ _ _ ( � 4 I � � "' i � i � , ; i � L _ _ I � t _ _ J � ��� � � � i i � • � , � i � I I .' �/ I , , , � i i � � ,i r , � S I i , 1 ' ' � , � � ! , I ` � , � � I, ��pF �o� o� C D A E ,r�Q' � A- 11 A- 11 A-9 A- 12 3 ' -II � " 3 ' -I � " �J � } '7 ' -I " 6' -4 " � KEVIN . I� � .,.. � � �� � �� � i �� � �� � � �� � � 23 -6 11F -O 12 -5 23 - "f 13 -5h �°�, V ,,� 8� ' -O" O o 4 �� � �� o MAI1�1 LE � EL The . � .. _ . ., � � 1 / 4 — 1 - o Bauers Residenee Notes : FLC� OR � RAMIN � PLAl�T � Deer Rid ,� e L . L . C . � 1 . Provide continuous 11 /4 " 1 . 3E L5L rim material at floor erimeter 6 . T pical Floor Sheathing : 3 /4 " ' STURD -I -FL � OR' APA iated � p Y � 5107 Main Gore D � ive � & where floor changes direction. (depth per plan) 24 " o . c . , tongue and groove plywood sheathing, glued and Lot 4 Block 1 Bighorn Subdivision � nailed with lOd cammons (0 . 148 " dia.x3 ) at 6 " at panel edges ' • ' • • � � Fifth Addition ,o 2 . Provide (2) 2x6 vertical blocking tbru floor joists at column locations and 12 " along intermzdiate framing members . Lay panels Town of Vail � above, typical thus, or more as noted . perpendicnlar to joists and stagger panel joints . � � Eagle County , Colorado � � 3 . Sheath all exterior wails with 7/ 16 " osb APA rated 32/ 16 w/ 10d � • � � Construction Documents nails @ 4 " o . c . at panel edges & 12 " o . c . in fields . Black all _ ❑ . unsupported edges . Building Permit Set Revlslons : 19 Oct 200b Date; r � . � - 4 . Headers shall be a min . (3 ) 2x8 or (2) 2x10 w/ ( 1 ) king & ( 1 ) trim at n . ` each end. (or more as noted on plans) � • � A r c h i t e c t u r e • P I a n n i n g � 8 0 . Box 2091 S � lvtrthoine , CO 80498 � 970 / 390 - 2950 � Fax970 / 46 $ - 8047 5 . All Posts and Columns shown thus � and not called out on plan to � e r � be �2) 2x, wall width, typical unless noted otherwise (U .N . O .) A R C H I T E C T hoat � The d�stgns, detatfs, tdeas, assemblles, arrar�gements, � spac�gicat�ons depicted, represented, and Illustratsd within thege drawings caid any attached docurnentatton are cnd shail rem�in e property oP the ARGHiI'�GT. Thes� documents, � no part thereoF shail be duplicated in any �orm, disclosed �o others, or used m con�un�tlan wtth any pro�ect other thcm tha spa�lflc pro)ect which th�y have been produced Por, wfthout the express riritten consent of the ARGHI'T�GT � � ! � t. _ __ .�___ �_ � , � � - , ,\ C D A E STI�4ND�RD AI�G L?OUBL� AN61..E GONNEGTION. `�, A- 11 A- i l A-9 .A�.-12 c.oPe ��s o� ruox�a a exr�rtv w� ro WI0�9. INSTALL 3 x 3x �"x O '-8" �A. FAC.E � 6a ' -O° wl t� ROWS OF PY.� 'A8.25' TMZU-BOLTS E � i 1 � 2�' -O�� � 4 � _6�� "1 � _D�� b � _p�� 16' -6" E � � � � k I ! 5 ' -6" I I6 ' -O" 3 ' -6" 10 ' -O" �F ' -6" I � � , • i I ! � i I I I I � , . , , � ; i i ' � � � � � � � � � � E , , i � � I � I � I i I I I ' � I I I I I ' I I ' ' � ' � ; � � � I � I � I � i i I I I � � , . � � � I , , ,� ! i � � , I • �- ' �- - - ' ' � � � _ — _ �'—T5 4XIS V . 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( � � � 1 \ � m _ � � � 3 ~ • 3) A 4 2x6 � 2 i i i i i �F '7 �0 = � � � �� � � I 2x6 2 \ � ! ' i 2xf� � � � r � 2x � �' - I TJ 210 � I I � � ( ! 1 2x6 \ '� � ' � � i i � E i i - e � Ib OrG. � O i � � IJ � � ; � ; � � � � t � _ -- - - p ,�. _ � ; � � J i � t � � � i � � � i ; � i i � � `'�t � �-- --� ( � I � _ � � � i ' � � � � � � � 2�C8 RA�TERS � f i � � \ � i � - - - -�- - -- / -- - - -- - �- -� - - - - - - - 111I/�/ I- - - - - - - 0l6 oL. _ - t � � ` ' � " ' � O � o - � I ; i t � � � � i � � , � 5 3 3 ..� �. � T - - - - - -r �� � !' � x,G � f � d � � i � � � � 1 \~ i � i i i i 2x 2x6 2x � 2x6 � � - - - �- d- � F � I f ii I j 3 � I " ii ii � � � � � - - - - - - - - - - - --- - - - _ _ _ _ 1 - -- - - � - - -- - - - - - - - - - - - - - r - -- - � - - - - - - - - - � _ - - - - - _ _ _ zxb_ i - - - - - - — - - - - - - - - - - - - - � � - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ — — = - - - - - - - - - - - - - _ _ _ . _ _ -- _ _ - - - - - _ _ _ _ _ - - - - - - - - - - - - - � � - -�- ' � I �TJ 10= - � r � � (?�J Il7y° LVL � !� - � • Ib" D . � 1 � � � ( � f i i 1 I GRO55 B�/4M '�'� � }-� � HU4 2 1 �' J 3" DI 5T,�4NDARD , � F �' i i i � � ..l J � j (INVEf? ) 2 2xb 1 I _ 5 � A�DJ T. PIPE GO1.UMhl _ � _ u� M � — -r- }�- — .._._ ._._ .�. — .._ � .� — --� — — � ._._ ..� ._..... � _.... _... ._ -. �, ,�, , � ; - - � I�MUS 3 � F , `� � , ' � 1 � - ' �a - - ^ - � �x6 _ p � y� 5so/io 3� � � �� L x � m , ` I f � O = ` / �� � ` i i E F ' `�Gl?OriS i3EAM � � i � ��) 1 � 7�° LVL - - - - - - - - '� � � � � � � I � s � k # ' , RIM � � � I �'' �p _. � . � " � � � � , � � �. _ _ _ _ _ _ _ _ _ H O � • C i � ' 8 2 I IU52-Ob/41 .88 ( INVER'TFD)� i ` I -� M55 d�"x4"x�id' �412 � �y�, i� �/ M ( M � � � { -' ' AT GANT. JOISTS (TYP� i � � � �' ` L _ _ - - - _ - - � m � _. r . , ` � , w .� � w ~ � � i i � � 2x6 2x6 1 i � � ? � I WI X 6 _ � - - - - - � , �� �a�.. ,/ / I . � � � � I I � i � � I7 � �S� �� I I � ,� ( PJ�� /'1 � ..� - - - - -� — �, I \` ' � �� _ _. i_ T I � � � -r - � - -� . O i i 1 i i � � _a • � ' � a � 2� �� i i � i i >- � 5 , _�„ — 2 TO� II ' TJI I � � , •� �' % , ` � _ � � T' � � � - - - - - - - - - - - - - - -i- - - � - - - - - - - - - - - •- - --- - -- - ! - - - - - � ^ ! ! - i - ! - � - ! - 1 _ ! _ E _ ! _ � _ _. _ _. _ — - - _ _ � EE SEGTION '� ') _ • 16" O --� � / . . 9 . � � - - - - - - - - - - - - - -- - - - - - - - � f � .. �L ' � � � .. �� � �.� � ..�. � � � � � � � �� � � .. �..� . �..-. ..� � � � � , � ' - - - ^- - - - .� _� _ � _ __ _ ___ . _ _ _ _ i � i t � _ � _ _ _ _ _ __ _ ._._ _ ._ _ _ _ _. _ � " � � i i � i � � � -�RNATE 5 ��E - g - - �-�� - -,�� .� � -- _ _ _ ,i.7,.. _ _ \ � � � ` 1 � � � � I � , 1 I I I ! t I 4 I f I WI8 X�O� 2X6 � � ' • \ /� _ d- � � I � i � r i G � i i i U5 - / / ��Z � - � ( (- , 1 i • , / i i � � � t t i � i 4! - �.� ' ,� % • � � ^ m � I I-1 1 I , i / � � / i i i i i i i i i i 2 2xb �- • � , i / � � ,` , ` � � � � i 1 L55U26 � I / � i s � � � t i � i � � �r� / �� � ,� �� I ' � (TYP� — ._..� ' / — � � � � 1 i _. 1 __ 1 _ _1 _ _ _ HUS 41 � j . \ , ` / � � / � � -- -- -� � _ � 50/I O , . � . IJ L _ _ _ - - -- - - - - - - - - - - -- - � � � � � —I — — t�-tt�,�CVC s u�s i aini e iG � � i . ,� � / � / 4 HF1U5 TMP� l� TJI 3b0 FLR J015 � � F � ' - - - - - - - � � L _ ._._ �== ===�=� � -��,__=— - _ - �.:.. _, -�. ��. � - - �._ � C D A E a- i � A- � i a-9 A- 12 Additional Notes : • Pattern indicates Raised, Vaulted, Coffered, {with trusses}, � � _6N 2 � _6�� and/or Sloped - CEILINGS as noted and/or shown on Floor Plan(s), � � � oN. o.f+ � Roaf Plan(s) , Framing Plan(s) , etc . Also refer to appropriate Building � � 2 ' -6" Lower Roof � � Section(s) , Elevation(s) , Detail( s), a.nd Note (s} for further clarification, � I °�• SEE 'UPPER LEV�6 FLOOR ! I illustration(s), description(s), specification(sj , & cross -referenced � ' ' Pt2AMIN6 PLAN` (SHEET 5-4) ' ' � � FOR LOW�R RDOF PRAMIN6 � I documentation for additional information. � i � Lower Roof .. � 5EE 'UPP�R l..EVEL F1.00R � pattern indicates Lowered or " Dropped " CEILING(s) , SOFFIT(s) I - I I � � � 1 i � � � � � � i�MINb PLAN (SHEET 5-4,1 � � � � ry � � i � � � � i � , �oR LoWER RooP �.NrIN6 and/or "Non-Typical " CEILING CONDITION( s) as noted and/or �, , np , � � � � � � i � � � 3 � shown on Floor Plan(s) , Roof Plan (s), Framing Plan(s), etc . Also refer I I � - — I ,, to appropriate Building Section( s) , Elevation(s}, Detail(s), a.nd Note (s) , I �.. ._._. ..� .�. —. j � , � , ' - =� `{- ' - -�' l�=- _'_ � o�" ,���°,�,• far further clarification, illustration(s) , des �ription(s) , speoification(s) , ----------�--a � i Gabie End Walls & Roof Overhangs : ' ' � ! i ' � � ' _ � � & cross-referenced documentation for additional information. ,_ _ T _ _ _J OPTION # 1 � � � - •9 � U � I il� � � � ii � Reference, " cross- check " , and utilize all information re ared as � , 2 ' _6° I ► � , i � � i �" = p 1i i � u t P p � FRA�ME 6AB1.E �h1D W1kl,.L(5) TO �ty,�° BELOW � � o.�. ' ; � I i � � _ u 1i , i � -' p part(s) of the Constructian Documents for ths project . � TOP CC� '�U55E5. � I � � � I i � � - � O ti � �i' cV I - � �'" � i i ^ r � -� � - „' � o.� � Referencec� Non- Standard - Non- Typical Ceilings , offits, , o�rlox # 2= . . _ - , ,� �� �� �� • „ � �.....�._�.. .� _ � _ _ _ lII7 .�-H�-== S i U5E "DROPPED" TOP CiFIORT� 6ABL� �ND TRU55 � `� i, � 4 - - - - - - - - - - - - - - - - i i�i i 1 � i i- p ii •. ; ' Top Plate Heights, etc . are HIGHER or LOWER than the referenced � ,�r �ioR w�u. fa�4u). � n o � � '�. - _ _ _ _ _ _ _ _ _ _ _ - �1 ' ' � I � 3) a�" L I '� � � „' ` ��,� , , � � UPPER LEVEL STANDARD TOP PLATE HEIGHT : � �R,4Nt� 6,4BLE OVERI�AN65 WtTH 2x8 "LOOKOIJ7�" � d 11 _ _ I _ _ _ u � i .[ - - - - R i � n ��' \� `�� , ' � Y A-r �4" o�e. "FLt�5�' �AM� LooKotrrS (aaTRU55�5 - - - ' - � " - M " - � - - - ' ' ' - - ' �` - - - -"� - � ' ' � '� ' 9 ' -2 5 /8 " - Above UPPER LEVEL PLYWOOD I O . S . B SUBFLOOR I BAGG- (48" MINIMUh1�� U5� LUS 28 kAN6�R5, (TYP� i I _ _ _ _ i ` � � i i - - - --- - u �' �K / � I ii ii `\ \` � i / / ` i� i / �. � � ' � � � - - - ` � � i i , � u n � � � • \ � , ' � � 9 ' - 1 1 / 8 " - Above UPPER LEVEL FIN. LIGHT WT. CONCRETE SUBFLOOR � � i i � I i u fi � , � �, . � f � j � � � - � i � � � % � � ' � � T 9 ' - U 112 " - Finished "Net" CEILING HEIGHT Above FIN . LIGHT WT . CON �RETE � ' _ - - ' � n n ;' � - ' � � i I ,� Lower Roof E i _, __ ._._____ _�_____ _ _._ _;,_.__ �__ ! �j i ii i � , - i i ; SUBFLOOR with 5/ 8 gypsum drywall installed (recommended) . � Ird Tr s • , , n i i 5EE 'UPPE12 LL�L �LOOR � ' J ( I � }J � _ _ _.,. _ i FRAMIN6 Pl.�N` (Si�f�E1' S-4) � � � ` -t — — n ir- - - - - - - -T - - - - - � � � G �OR LOW�R R.00F i�aMlNb � — � @ � 6 � � x j i ii ii � �� i � � i ' � �� � � � � i , 2 -6 � � � - - - - � � � � 2x6 � � � ! i i � ( -6 - - - -- ' O.H. ' I � - �- - - - - - ii � � � � - � � _ � _ II I I 3� -0° ` � - ' , � I I I I m - -- - - - i � - - - � � � I f I I - - - _ � , � � r - - - t - - - - �- - - - 7 - - - - �- - � - - - - ,� � o.�. � , � , � , , � l ' � I I I I 3 � ' � �- ��" %� ' � j I I I I I . ' � � � � , � � „ � , 0 - � � � , � � � � � , � � I - � _ 1 L _ I L _ 2x4 3� axl ' ' f � _ - _ � � � I = _ = = = i = - = --- - - - - - - � � - - =_ - - - , � - - - - - - - _� - - - - � � � • I � - - - � � I � ii j � � � � l � � p 1 , � _� , , � � { i y F- � , , � � I _ / _ � / Cable End Wa11s & Roof Overhan� s ; � N o I � , g I I , ; 2x� _ - O - = , ��i� 6,�e� ert� wn�(s) ro ay4p B��ow � i - L I � - - - -- - -- --- -- , I I � ' ' I I � - l I bt rd�r�Trus�� � � I � � � � � , , �. T _ _ roP oF -rRUSS�s. �c - _ - ' � � � , If w , , - - - - - n ( 3 � I � � � � � [j � U5E �'DROPPED" TOP GhIORD 6ABl..� END 1RU55 �� � - - - � � ! I � ( i � ,4T EXTERIOI� WIkLL (4Y"�. � - 2x6 , � � ! I , � � t 9 I � � � -j 1 �RRME 6A.BLE OY�RF�ANGS WITFf 2x8 "LOC�KOU'T'" ' _ _ � � , � 5 I I , � � AT 24" G��G. "FLU5l�k" FRAME LOOKC�U75 (?.I7RU55�5 � � � 2x4 � � I 1 � BAGC- (48" MINIMUi�'U. U5E LU5 2$ �64N6ER5, (T1'P� { i �'/I OIl'l OItT tIZO llll! l,�IU I/II7l OIU lTlll � � E � � ^ � - � . i � _ � ;/ I � � � ZK+ r� = �- = � � � � u � � �,� Q i - - Lower Roof � � / � SEE 'UPPER L.EYEL FLOOR � � — ,q, � �- - — — - - - � — �� � � i j #�RAMIN6 P1AH' (SFIEET 5-4) • , q� ' � ; FOR LOhIER ROOP FRAMINS ._ _ _._.. _ _. _ _ ._... _ - - - - - - - - - - - - - - - - - - - - - - - � 2x6 - - - - A6lyder r`u� - - - - - - - - - - .'^�� - - - - - - - - - - - - �_ - - - - - -1- a _ - - - - - - - - - - - - - - - - - - - - - - _ - _ - _ - _ - _ _... _ _. _ _. _ � _ ._ _ � _ , _ _ _ , ,,.. � _ ._.., .�_,_ .r ___......� - � - - - - - - - - - - - - - - - - -- - �� �� ' � O�x6 � ' ' I � � (M NI 3��Y W�I..._.__ _ - - - - - � � � � i � �I ' I �� � � � .�._._._. ._.,_..._.. 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"PLUSH" #='RA�ME LOOK�OUT"5 (?�TRU`'SES ' � � � - BAGK- (�F8" MININNM?. USE L.US �8 I-64NGER5, (IYP� E � �OC � � �6�� 2 , 6�� 0 � � O.h! O.H. �� C D A E ��� E A- 11 A- 11 A-9 � �': . .e � KEVIN W ! 0,�,�6,, �, p.�• � � � � � �V � � R C� Q F F R A 1VI I N � P L A N . �� G��� � E 1 / 4 " = 1 ' - 0 " The , � Notes : $ auers Residence � � 1 . The Truss Fabricator shall be provided with a full set of 4 . Headers shall be a minimum (3 ) 2x8 or (2) 2x10 w/ ( 1 ) king stud and ( 1 ) 9 . TR�TSS 3UPPLIER NOTE : lO . Refer to layout provided by DESIGNER / MANUFACTURER for � CONSTRUCTION DOCUMENTS workin drawin s to trimmer at each end of o enin additional members as noted er lans Desi n all ROOF TRUSSES to clear s an ta bearin wails/ final tuss la out. Deer Rid e L , I., . C . � � � g ) P � • � P P ) g P g Y . � be kept vn file at the truss FABRICATOR' s office until beams indicated on pl�n . 5107 Main Gore Drive � " construction of the project is completed. 5 . Tie down all roof beams & girder trusses at bearing with LSTA18 DESIGN L �ADS are as follows : Lot 4 , Block 1 , Bi horn Subdivision } � or MT518 twist stra s . DEAD LOAD at bottom chord = 5 PSF � Pattern indicates 2 x 6 g � p p LOAD BEARING wal1����J� Fifth Addition $ � 2 . Engineered truss DESiGN, truss to truss CONNECTIONS , . DEAD LOAD at to chord = 20 PSF Town of Vail truss / member BRIDGIN � DESIGN, truss HANGERS , and b . Provide " Simpson" H2 . 5 framing anchors at all trusses , gable end LIMIT DEFLECTI �N to : n ' HARDWARE shall be by the COLOR.ADO REGISTERED " lookouts " , and rafters at bearing . (double anchors within 6 ' -0 " of corners} SPAN _ Eagle County , Colorado _ � � ENGINEER retained by the truss FABRICATOR for the proje�t . 240 Construction Documents � DO NOT ALTER TRUSS LAYOUT . Bearing design shall assume 7 . TYPICAL ROOF SHEATHING shail be min . 5/8 " CDX plywood, .14PA 40/20 . ._.. ❑ — . Hem Fir #2 wall top plates . Use multiple plies , bearing blocks, or Nailing : provide Sd nails at 6 " o . c. at all panel edges � 12 " in field of panels . SPAN Buildin � Permit Set R�vts ( ons : 19 Oct 240G DQ �, ' bearing enhancers to accomodate 3 . 5 inch or 5 . 5 inch bearing ; 180 � - lengths per plan. The use of Doug�as Fir end grain bearing is NOT 8 . TYPICAL WALL SHEATHING shall be 7/ 16 " minimum All truss to truss CONNECTIONS to be designed and supplied n ' , Architecture • ACCEPTABLE, unless specifically approved by the Engineer of Recozd . nominal APA rated plywood sheathing or OSB with Sd by the TRUSS MANUFACTURER . TRUSS FABRICATOR sha11 �� p o aox Zo9 � sl � . � rtbarp lco s 49 � �` nails at 6 " o . c . at panel edges and 12 " o . c . in fields . submit shop drawings and calculations stamped by the COLORADO 97a / 390 - 2950 � Fas97o / 465 - 8047 � 3 . All Posts & Columns shown thus � & not designated to be (2) 2x, wall width. Typical U .N . O . Block and nail all unsupported edges . REGISTERED ENGINEER to the ARCHITECT for review before � ee r ` fabrication . A R C H I T E C T �t The desl�s, d�talls, tdea�, assembll�s, arrang�ments, � apeclflcatlons deplcted, r�pr��ented , c.aid Illustrated withln the�e drawings and any att�ached documentatfon are and shall remaln the prop�rt.� oP the f�RGHITEGi' These dxuments, B no part thereoP sha11 be dupltaated In cmy Porm, dls�lasad to others, or used tn aon�unctlon wlth any proJect other thc� the speclflc pro�ect whlch they have been produc�d for, wtthout th� express r�rttt�n cansent aP th� A�RGF+I'T�CT, _ � � , _ _ ° �. z z � y o � � � � � � o � a � � � a b � � C a. < co � � a� �n � � a � �, < � � � �, y `° � o CD a. � " � °rn � o ° � op- � � "�" p, -�.s � c`nc � �.�.y Q4 O � c�9 � � � f�i O � � � N p�i � N � C7 `� G' � � �' �n N � C.f' p� O � O ."j "C7 O. 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I �� � 1 ,. � �� !.. .�� i � �� � ��� P 1 O � O S V �.L i ' _ _ " __ L 'i dAC� v- � 85E0 � i � 20'� � � � � r i .i, .J' � � �.� � PRONT � a �ur€� ' i ii ' � � = i -� ��, '�' '�" 1�C9 �1� �.✓ ; ' �' T.XIS[l❑ T B0 . r- ' _ _ _ _ _ _ _ _ __ _ _' _ _ _ _ _ _ _ _" _ ' _ I II S�nnkler . i � a i SETBAGK ,� �, W ,� � .{ . g � � � � E.XISfttl T[ee Irn�afoW w � �� .FINISH GRADING TO NATURAL � � 2 � i " S � to be removed i R p1 (� y� /� p i N . 1 � artCr�t � 's �� � � r l� A/ � � � t/ 11 V �/ � �i (YO be t¢ OvGd� „ y- �S n � leru� �/ .i, d,� ORADE/ OfiAINA6E TO eX15TING � W O Q j \ � .,, y .� Ir�ig Son � � . �V � , Existing 'I�rce -- � i i � ., ,, n, � - ry i � 5 /aLE AT REAR PROPERTY LINE � � � . . �, �: �. ,� � � --- - � (to be removed) i � � � � � i �� � � . � � O � i O i � � � � � � � I � � ` i � � �� I 8562 � .� v.. u. �- ,r i � � i i ` i � W . � � � w ,i- .�- �, � ' � I � � � i � �� � � � � � � I (�y � � i i �� w .� �, � �% i � ; � � I I_�� � — � — _-� � i j�- " Existing "I'iee �� � � — °6 I � r __ _ ___ n __ _ " � i � I N ,�'1,� w0 � � � � " � w � ,,. .� .� ��w i � ' ' � ��(_ �� ' _ � � (to be iemoved) I �O � a/� % ,'� � � , , . �, i �� ry �� i � - i 62� i . � ` I ��. � IS" �� i ' .�/ ' , /� � . �6 � -- � — — — � ' � ���i-�°` � �� i i i - - - - � � � � GUWERT � � � / � � - �-� - � �� � � . Return � _ r;�, i : /% / , , � _ _ -- -- - -_ _ - �i iJ! i� -- � _ �-- - - , . , , , �� � .� " / �' i aa aoaov . � � �_ � _ �' � r--- -- � � ��� /�- --�' l ' � �� �� � to R AR � � � ��i5' IlOW�S' t07��.,0 �f� LCd���° Op� � . , . . w �, �_ _� I i I i / i "� � � �IA _ --Il� L� I i�� �� � e �TBfiGG / � / � i ��/�� / .'APPROX. 300 F�� � � o .i, ,✓ �v� - _� �' i i �.�-��� �� �� i � � I / ��� `� � , Nat' � � ; � �� � �� � ��i�e A�AA � - ., ' ,�, � - /� N i ���--- � � - - - , / �� i ` � � ^�-�� ��� \ � �- -�- � ] � - �-Existing Tree(s) � A _ _ � i _ _ � � 1 � _ � �esee� w u .,. ' / � �� i _ � �� � to be removed � • —� � 56o i �� v � _ ��R.qi � � ��V"� . ��, � Covased i s. ;i � - � - -• � �� �� �� �� // . I � i ���%° � � �e � t- , , '�` � � � i F�4SL3' , i ' i � - - • /��iara e�� ,' � �- I � i °ed✓ ae° � ' �i ' �;� / i� � / POCC�l � � � � ' i . � � / i � �� /1�/�� �-w. � �� E' XLSti1Rg I � � "a , % , � i %� � / � ' � ' ! � ` /�i ii i� � � Trees � � / � ; � ; r—� � , i ,' i sNOw ; �/�t'i /, / � / �' // a O / r / i � � � � � i �� � ' L , � �� /+ . `-- ' i� � � i / __ �� i DR.4INP.GE �\V��/j� ����� � t0 �� H564 i � � v � � � � i ��� ' ' - � � ,� ianting n�. . ��ii� Remain i � � ' i pigttt{�tg � � � , / Beds / _ �/ ,' i z � , 1 i , � O i B0d5 � �r �"� ,�.�IiV / � DriP� - � �-, ' � �1'IYe W 'Dnp' �-- '71 / IaiSation � ��� i � ' __' _ ' I . �, �� , -e �; � ASP{�{qLT� Irviget�on � � � ��i� / � / .` � � � �— � � � � _ � �Motorcourt ', � ; / /�/� , i / i P Hntirt � �- ' � � � �� � � � �/ / , ' ' / � �� �, - Beds � , ' � - -- ���� v , � � � � n�;d � , 5;'U41LIT�f' � ���� � / � / � ' � i � / � �� � ����� � � 1 Irrigation � � :p }jy. ' -'_"'- � / ' 7� ' � / /� � . --�__ Planting � 1 �; ,' i � < i � _� j �� � � - - �- -- -- --- -- ---- B�� � ��� ��� � � � Landsca� e / Plantin � Notes : - - _ _ _ _ _ _ _ _ _ �°P' � � t - - "� Return � -- �nlgsaion 'V ' ' t� i _ � 2 � � -- Exiating Tree(s) Native `_ j ' i esand - - - � � � _ (to be removed) � 8566 I . l'he La�dscepe (:onlreclor shell be responsible fur becoming aware uf all undergmunA ntlities, p p _ _ � strucmres. Thc Landscape Conirxctor shali be hcld respons�ble For contacting all utility companies for field �\� — � � —J ' veriticatinn and location(s) of all underground utility lices prim m any excavation. The Landsape Con[raclor � � e J� - _ _ _ � � � shall take aole responsibility for any costioeurred duu ro damugc, etc_, of said utilities. � ' �� � ' _ _ _- - - ---_ __ _ ' 2. Uu not willfully pmceed with consnnc�ion as designed w6en it is obvious thal unknown oAstruc[ions and/or 856 ' ' - - - - _ _ _ ' � �. grade differenccs' Czix( lhat may nnl havc becu known during desig^. Such condi[ions shall immeJiately - - _ _ _ _ ' / � be brought m tl�e atteation ofthe Architec[, Landsenpe Arehiteet and Covtraetor. The 6a�dscaDe Coniraelor ��628 - -- _ _ _ _ shall assume full aspunsibili[y for all nccessary revisiuns duc. tu fxil�ire m give such notification. S O7 $b' �g�� W _ ' � // � � " ' , 3. The I,andscape C.ontrector whall b responsiblc Cor xny coordination with the General Contractor and other L A N D S C A P E P L A N I suFcontractors as required to accumplish planting uperaciuns. - - - _ _ _ North � 8566 4. I'he L¢ndscapc Contracror shell recieve thc si[c grnded to 0. 1 Ibot of s�ecified finishcd grade. '1'he 1 �8°- 1 �_��° ' I.andscape fo��Vnetor nhall inspect atI grades and issue a letter of site acceptauce priur to beginniog thc landscape installatioa LaWn Area - Permanent sprinklers - 1034 sq. fr. 5. The Landscape C.onnacmr shall be responsible for r�mrning thc sitc lo uriginal Finished grade once chc Planting Bed(s) Area - Drip Irrigation - 1513 St]. ft. laudscnpe irutalla[ion is comple[e. No low spots or ponding of surface water will be accepted in [he final work. Ift'IQ3tion Systeln C;O117�onent5 -- . (3)- "Rainbird" IRU4 or equivalent 'pop-up' sprny Wtf/sod zones'. 6. Refer to fandscape specifications for planting requiremenis, soil proparation testing, materials and execution.. y + y� pry 1 p Cy�� 7 A1qy� y� Cpry17 � p (4)- Drip Zones w/ pressure compensa[iog drippers. Z See details and luudscape specifications fur staking method. plant pit Jimensims, aud bacAGll requiremeuls. Tl � V P 1 (.11l L I11 g IJ C � V l4U 1 V ` � � IJ 1 l.l� 1 1 (.Lll� ill g IJ C � V �.l lA � V (1)- Micros�ray bw volume zove for perrenial beds.. - (5) - Temporery 7,ones to establish native areas. �1 �� g, PlantNamesam �bbreviatedontheJrawings. Seeplantlegcndforsymbols, botauicaVcommunnames, SyIRU01 SC1CTIt1f1G� � Ot . �-" - Sy [Rb01 SC1CIlt1f1C� BOt . (1)- "Rainbird" CSP9Sta[ionClock � / � �[ ? -7 sizes, estima[edyuantities, andremarks. (? U3lltlty KEy �'. COTCIiT1011 N8IR0 .� 1Z0 � M1SC . QllSRtlt}' Key AbrEV . (�S COIII [ROR N8ID0 SlZO / M1SC . (�l- "Febco" orequivaleutl " 765ydoublecheckback(lowpreventer. ,� /' /7o IS,/�%�� IdJ / Y. Canl7ic[a betwccn plans,specifications nnd sizc uf plenting areas, fietd conditions, ete. should firat be brought SY52¢Ill $DCCIf1C3t10715 '-�"'^`5eAl� xo [he anentiun of the General Omtracmr, then Ihe Architect aud/or Lundscape Architect for resolufions and sulutions. y I I ��`���� Cornus SOfiCea 2 � 3 ' hei ht - COnt. Vailure to notiCy these parties of such conflicts may resul[ in fhe Landscape Contraclor's liability to relocate, replace, \ � � �' 1 " YVC pressumd meinline � �et( y etc. thc malerials, ilems, ete. in conilicl and/or yuestion. \_ ��\\I'��j II 7 %�� CS UO wood, Rzdtwi �4' S 8C1❑ ._1' g g P S 1 " poly lateral luteml liues \\\\ \ 3/4" blue stripe poly drip lines � 10. The Landscape Conlractor shall be respoosible fur I'urnishing p1aN malerials free frum pests or plant discases. � �� PjCCa glguCa 8 .� - 14 .�' ht, b&6 3 Z �h Jtlnlpefu5 florizOn[alls VaT 5 gallOn Cout. � ° ^gainbird" or equ�valen� flow contml valves < � (7� u Pre-seletted or "tagged" ma[erial muxt be inspec[ed by the Landscape Conhaclor and must be certified lo be pest 2 � ` $p[UCC� CO�OIffdO T�jptE: � �UIIIpCI� Alue Chip 4 SpflCing "RainFird" or equivnlent 1804 pop-up heads nnd disexs'c free. II is [he Landscaper's obfigalion m warranly all plan[ matetials per specificecious. , L �I \ Can use existing tree(s) �$ "Hunver" PC'rY adjaetablo stream rorors (na[ive areas) .I.�i . I1 . Coordinate in.tnitation of large ptant mnceriai with iustallation uf pavemevt, curb, nnd guiteq etc. Any damage � I [Ianspl'dnted it'om Slte 1 2 ({�CT pt• Potentilla liuitieosa farreri 2 - 3� heighf - cont. ^kainbird" or equivaleut self-compensating drip emmitters Q4 co impmvcments by olhers is the [esponsiblity of the Landscape Con[ractor. � Vy� Pote�tilla, Gold llrop �r4� SPdCID�. 2 GPH Cor Shrubs B a u e r s R e s i d e n e e V ' � 12. Provide inatching sizes and furms for each specics oftrees ins[alled on grid or spaced equally io rows as' showu \ \ ' II /// 5 GPII for Trees ] T � I un drawings. Adjust spacing as necessary, subitct Io review and appmva! by the approprinte parties. ��� � ��j I 9 ����A" /,a Amelancier canadensis $ - 4' height - CoIlt. 5' radius microspray wands for perennial beds Dee C R1Clge L. L. C . ; � Serviceberry, Shadblow �4' Sp3Cing 3/4" boiler drain assembly in each valve assembly. 13. Provide matching siecs and furms for al! ptants used for hedges. $pacc equally ou grid, row ur Iriangulady as uoted _ � PinUS a�iSt3ta (.0 - 10.�� ht hRCh _ I Q �/ 5107 Main Gore Drive � in plant legend remarks or as showo a� pinns. See planling detnils. 1 - + = Ametek Standerd valve baxes For valve manifolds � 1 � � i Lot 4� B �oCle � , Bighorn Subdivision � s � Piue, Biistlecone Note: �.� CatyOpt¢[is x clandonensis 2 - 3' height - Cont. pmetek 10" round valve boxes for drip valve w/ sireiners f \ �^� 14. All s6mb and groundcover beAs are to be mulched wit0 2" deep layer of cumpost mulch or 3" deep layer of �` �� Can U50 eXisting tiee(5� I g � $pliea, Hlue Mist *- 3' SpaCing I " ball valve and 3/4" boiler drein at poin[ nf connection W � Flft}I f�ad1t10 ❑ O woodchipmutch. SeeSpecifications s \ t[dI151antedfromsite O ivcruwlspaCe. TOWROfV81I p '���/lllll\��� p S irea buma�ea � .5 - 2' ne� m - cont. Eagle County , Colorado " � I5. All lawn [u be xpareted from adncent groundcovedplanting-shrub bcAs with steel edgiog per specifications. 9 + $j� p �' Smb oul I " copper line w/ 90 dt6ree elbow and male _ _ � Exxct O�acemeni of header/edger ���itl be reviewed by the appropriate parties for approval prior fo finallnstalintion. Spirea, �robel *- 3� SpaCing adapte� for back0ow prevention device. - /'� Temporary Zoues to remain for one year, or until native _ D0S1�ll �RBV10W , . . . 4 AA70B/�o ``.� . � 16. Piant count(s) in the plant IcSend are for infonnetion only. 'Ihc Landscape Cnntracror is respons�ble for veuFcalion �v90 /Oa 1 4 Ra Khus aromattica 2 - 3' hetght - conl. ereas am fully established.. 27 June 2006 _ _ of all quantitics o[ planting matcrials and sizes shown on plans. in the evcnt of Aisrepancies, t6c grenter quantity � q SurtlaC, F�ag�ant = d� spacing R0vI51oY15: DGI�: . � Populus tremuloides 2.5 - 5 .0" cal. b&b � shnll [uke precedence, either <m plan(s) or m �he plavl Icge�d. g m O o I �jln � n j . . p ' e o Aspen, Quaking Noce : - -- - - - l2 The I.andscapc Contractur shail prov�dc "perunii" pricing fur aIl plent materials' by type aud �ize, as designuled 6dPOg 00 Can uSE eXlstiu tiec 5 � r � � t � n9 _ .__.- _ -__ - aeeoo7uaea � 8 ( ) ' � � ,. A . ��a , s- � . , ne,�. co ao,9w . . on Planting Plans. Unil prices ln iuciuJe materials, mslallation cuslv, and oppiicable warranties as deta�led and t�ansp�antea (rotil tilte (� /��/� � � � �� { � � 9 � � . 1 spccificdl'ortheprocct ee r!l (Y \� + �� � �q6tl - tl � { � . - - -- _ . - . - . .__ — , aacit � recr - - - - � '//' The deslc]�s, detalls, Ideas, assemblies, arrangeme�ts, 6 speclFlmticm deplcted, repreeented, ar�d Illustrated withln thasa drawings and any attachad documanfnticn qre ar.d shall remaln the property of the ARGHITEGT. These documante, d no part thereoF shall be duplicated In any form, dlsclosed to others, or ueed In con�imctcn rUth any proJect othar than the speciflc proJecE which they havo been produced for, wlthout tha express wNttan ca�sent oF the ARGHIiEGT. °O� : ^ _ , • � �- - - - . � i � - rn � ' i - � - - � i _ � _ � �� � - - - - - i � i i , L I � �'I � � f�r� I II il � � � 11 �I tt I il II I _ _ _ _ = iJ ' II I If - - � i -1 � ; � 17 � � s :�: - =� � � ; � _ _ -- _ i � �= _ _ - _ - - - - - - ^ _ _ � - � - - - - Upp � r Levelf �� �� � ; _ _ _ _ _ _ � � I3 I � - - - - - - - - - - I I 11 u � J l � � � � I I I , � i ; ; G . , . F . A . , ; � � II il L _ _ _ ,� i... _ __ _ _ - - -- �� ��__�...--_ - -�I , � � � _ _ � � � � �- / � - � � . .. _.. - - - U- - � � � _ -�� �-�----=-�, ,� U � p e r L e v e 1 u � -� y _ _ _ _ - � i - - -��� � � _ ��i� i � . , , _ � , , , , , , 1 „ � 10 � - 0 „ i � � � —_ - -� n _ � �a..o..�. � JL _ _ _ _ - - - -- - - J I � r - - � r � -� �- -� � n � u i n i i i ii i i � i i i u i � � i � � ' i ii i ii �i L _ J � � fl � l II I � � �E � � � II � I I � .- - - - ] c = � `- - - - � � � � � • � � � L _ - - - - - - - - - - - - I II II- 1 � i �` _ _ , E_ - - - �-- - - - - - - - - - - -===- -=� 1 it It ! � t � � . � . 3 6� �� s ° f. ° ��� ; � `_� �_� , Vaulted C1g . F � oor Area Area (1s ) G . R . F . A . Level > 1d Garages �. _ , , _ � per �., evel abov � �' . F . � _ ' ` _ ' Lower I, evel 1514 N / A N / ,� , ,- - - - - - - - - - - - - - - - - - - - - - - - - ; � < 1090 > , , � �� _ _ __ - - - - - , , ,.� � ' � � i ii -- - - - ii - - - - - a � n Leve1 250 � � N / .� 96 � � '- � �'r - � ; ; � � , � � � � i n � i u i u , � � � � _ �� _ _ -- � i � � i � _ _ _ � r.. _ �CT er Level 179 � 362 N / .�. � �� � � '� - � � � � � f�,� i � ' ; r i �- , � , ; , - -� ' i � r � - - - - - - - � _ _ _ � � i i � _ .- � i � i - �i� ii �I � �r - '- - �� � r - - -�r - - - - - ✓ , _ _ _ _ _ � ,� 2 s o � s . f. / � � 1 ! G . �Z . �` . A . Area Gross Totals : 5 � 24" � 62 96 � � ' _ _ N.��rri =�� v ��.J - - - - - - - - - - - - - - - - - � , �, _ J = ^ = = = . , ;; � ^ �� � . R . F . A . ' � � Main Leve1 . � i ii i ii- - - - - - �? — ± � � *f ..... ► � r C� . 1� . � . .� . Area Deduct � ons : � � _ _ _ _ _ _ _ _ _ _ � � � � 1 — lo - o 1 � � I I � f I � . `, �L�_JJ ; 9d8 s . f . � � - - - - -� . ( Per Va � l Town Code ) � Garage ; , � ' � � • • '`�' � � � _ _ _ _ � G . R . F . 1� . � _ _ � C� ara � e Deductlon . d00 L ; � ��� ��_ � - _ - -� � ( Per Vail Town Code ) � �' ' ^ , � � � � � � i i i i � � i i � ' � - - - - - - � I � J l._ _ I � i � - - � � _ . � - _ � � Lowe � Leve1 Deduction : ,/ � ' � � ' ( Per Va. il Town Code ) � � 10 � � � rr� � � i-�-� ^ , • � �. � i iu � i � �, _ _ _ _ � . ' CJ . 1� . F . A . A,. rea Net Total. s : 4730 + 362 + 368 � � G . �.Z . F . A . Total : 54d4 _ _ _ _ _ _ _ _ ' _� ; r - =- - �� _ -- - - - ,, . _� _ � � - � i � i � i �; � � ' - - -. _ �- - . (� . R . F . A . - Allowable : � 529 ' `' '� � - -- - - - - - - - � -- - 3 5 % � �-- - - -- - - - - t � ; �� ; ` �� \ _ __ ; , � , 4 5 . 2 � ; __ _� - - - _ -- - -- -- - - � , � , -- - - - - - - � _ �, �� = _ _ _ -; ; � ,. ( Per Vail Tawn Code ) � . f. ; ' � __ _ ,, ; ; ; ; ; � � ( 23 /o } ' `' " ` ' o ir � i , E , _ _ � ; � , ; Site Area = 21 , 7d4 s . f. � ��= �-- - _ � � � � � ` I . 40 x 10 , 000 = 4 , 000 s . f. � ' � � � ! ' � ` � ; ' ' � � � ;�_ � =; i ; t � r- ~ -, 13 x 11 764 = I 529 s f. 5 � % � , - - ' ; r �� � � ' { � =-- - --"-_=- � - {-- - ; ` • � � • ; � t� � ,, ;-,. = -� _ -_ _ � , , 5 5 2 9 s . f. -- - _ - -_ =� -' !-- -_� - - - - -- _ _�� tU ' ' ' ' � �Y, - - -- - - - - - _ , � __ __ -- _ _�� � �� � � � � ' + ii � � i+ i j � i l . f. � � � ii � .? Iti i � I � { � _ _ ,i __ 3 l _ _ . _ - - - - - - -- - - -- - -� ! - -- - -- - -- - -- - - - - - - - -- -- t � iQ�o ) �' � 1514 s .��f. ' � ��_ -- _ - i; , _ _ _- _ - - - - -- - - - - -- - - �. \ � , i ' E 1 � � , � ;' ; Lower L��-==� �el 90 % 3 ; - _ - - - - ; ; '; ; ; ; Lower Leve1 ' i �7 � F' .� � ' 3.., 26 . � 5 L- - 1� = - - � i ' � � 1 'f = 1 � � - Q �r �, � � � � , � ; . . . . , _ _ _ -�� 1 f " � �� � ' � ' E -- -- - � - - " �` - � i � E � � � , __ _ _- - - -� I , � — '� ; �� ; � � 1' ` ` ��? - � � ��.� / �� i I � � E� * � ` Perimeter = 193 1 . f. ' ' ( 66 /a)- � ' � , ' , , ' ` � . � � E ; • • , 66 % x 90 % = 59 . 0 % � ll � � - - - - � '� � ' ��=V -� - � - � _- - '� � ,� �; , � 0/ 0 — no � ' - - - - � - - - - - -- " � 1 � /O x 5 0 /a — 5 . V �O l_ __ -- -- -- -- --� ` - -- -� , „ _� r --� -_ _ _i .� ./ ; v - - � I I i - - - , i I I � � 23 % x 35 % = 8 . 0 % � � - - - - - - - � � ; y , � - -- - } � � i ' ' % � � �_ _ �- - - - - -- -- - � i t - � _- - _- - - -- ' � i � , : ' _ � . - � � -- 't r- � ,' - � - - - - - -- -_ ° -... - - _ _- " f ... _'� / / l" Net Percentage 72 . 0 % � ; �- � f � _ , � � � -- - - � - - - � � - � � � � , „ � ° , t + � � � , , % � The , � � � � � `�� ,� � � � Bauers Resldence .� � � 1 � � , i , s ; E � � � ` , � � 41 � ; s � � .� , „ ' Deer Ri ,� e L, . L . C , � !_ !- J 4 - = -- = -- - _ _ - -' \ ''; • , ;% � (�'` �tI.-, ��� �-,�� � - - �J� `4 : 5107 Main Gore Drive �` \ // \ ' � I�AsTS4V +s '� Iv.Y� M 'F�YI J � • • / ; �,; ;k,�hm ;^� �=, , r� � , Lot 4 , Block 1 , Bighorn Subdiv � sion � , _ , . Fif�h Addition � � �� � � � �a� � �� l �' � ��� � , � ������� ? o Town of Vail o _ _ (� (� Eagle County , Colorado 0 .-,,r � � -- - -- - - --- — � ! �q � � � r Design Review °ie •a �m � _ _ e_ _ ' ' ..a ❑ S� � - - - �.� ._ ' iZevlstor+s: 27 June 200G Date: 1 � • J�� . - � � • A, rchttecture • Planning � P Q 8ox 2091 Silverthorne , CO 80498 970 / 39o - z950 ee er Fax 970 / 468 - 8047 ,� " ARCHITECT heet The desfe�ns, detalls, ideas, assemblles, arrangements, � speciftcations d�p�cted , ropresented, and lUustrated withln these drawings and any attached docum�ntdtlon are and shafl remaln �he property oP th� �RGHIT�GT These documents , � no parb thereoF shall be duplicated In cmy form , discfosed to others, ar used tn con�unctlon with any praJect other thc� the speciflc pro�ject whi�h they have been produc,e�l for, wlthout the �xpr�ss written consent oF the ARGHI'TEGT. �� �� � R - i i - / / �' �1 D A E � _ _— — _ . _ . - - - -- --. _— ��-- - -.. _ _ _-- t . �- _—_ . 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ARCHITEC i' heet Thc designs, details, ideae, assemblles, arrangemenfs, 6 speclflcaticre deplctad, rapresented, cmd Illustrated wlthln thesa draWngs and any attached documentatlan are md shall remaln the proparty oP tha ARGHITEGT. ihese documents, d no part thereof shall be dupllcqYed In rny Porm, tllxlosed to othere, or used In conJwctla� with any pro�ec[ other than tha specliic proJact which thay have baen produced for, wlthout the exprass wrltken consent aF tho ARGHITEGT. �'` C D A E t""'+ i I I I I � I I I I I I � � �� = = = ==i� ' = = r -- - - - -- �- - -- -- - �- - -- _- - - �- - --- _ ° -= = = -_ =— I � - - � u'i - - -u - - li - -- -ii - - ii- - - -ii - - - ii -- G - - ii - - ii - - - -n - - r - - - i I %�',ry/\ \\`o�\ '.��'- _Ir_ _ �� _ _ _fµ. _ _ _ �_ _ _ _ * _ _ _ '�_ _ _ _�. _ _ _-ii- -l - - x_ _ _ ��_ _ _ � _ _ _ _i�l I _ _ _ I ___.__ II i u u u i , �� i n n v u " � n u u i � / I \ � ��_ _ _ µ ___ �F. _I� � � � — r _ _ ii � To �� � m i _ � _ _ _ _ _ . 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I � � � � i � � � � i� i � i li Il II � v � 1 _ " _ i I — , _. _ � , / /� f � � � i � i i � � _.. _. , � J � \ � I i T � �. , .... ..._ _ _ � _ � � � - - - - - - .... _ .... ..... � � I ! I I 1 ! _ � � i � Ji � � � Q I ( I f 1 I Q ♦ .'�. � � I i I I 1 I � � � ♦ � � cp � ! 1 1 ! ! ! t40 � � ~ ♦ � � i � �J I f I E i € > > � � � � � �i � ♦ / �� 2 � �bN � � _b�� ON. O H. � � C� � � L A 1 / 4 " -- 1 ' - 0 " Architectural Roof Flan �. � o�s., ry�,�• � .vs NOtes : t v s Pattern indicates RAISED, VAULTED , COFFERED , (with trusses) , r�-���-�-rJ-r �C and/or SLOPED ceilings as noted and shawn on Floor Plans, Roof t; � ;� j��� � Plan(s), etc . Refer aiso to corresponding Building Section (s) for , / / 0 further information, detailing , and clarification as required . . � �/L/ The , � Bauers Residence .� � Tap Plate heights, ceilings, soffits, etc . nated and o illustrated are lower or higher than the Main Level Deer Rid �e L , I.... . C . � STANDARD TOP PLATE HEIGHT : 5107 Main Gore Drive � �..�, ,_�, -- � -- ._ , � --„ � � � v-=a � > 9 ' - 2 5 /8 " - above piywood / O . S B , subfloor. 9 ' - i 5/8 " , 'A � ��,. �. � L �;�p� =��i�-�� l,� Lot 4 , BIOCIC 1 , Bighorn Subdivision � - � .. � � , �, F,� F �,, - J Fifth Addit � on ,� above finished lightweight concrete subfloor, � ;� �� ,� a �,,� p , � -,y �,q � ��Q�E� o Town of Vail 9 '- 0 1 /2 " net ceiiing height with 5 / 8 " gypsum � n drywall installed . �„ ��� `�, Q� _ Eagle County , Colorado � o Design Review e All Rpof Overhangs to be 2' - 6 " U .N . O . ,�, � �, L�;�u� , � (�L _ o ' e All Roof Slopes to be 8/ 12 U .N . O . iZevlslon5 : 2 � June 200b Date: ~ . • - � n` • Architecture • Planning P O . Box 2041 Silvertfiornc , CO 80498 " q � o / 390 - 2950 n � p p }+ Pax970 / 468 - 8047 t. l. L ARCHI7' ECT h�� The desl�s, det.alls, Ideas, ass�mblies, arrangements, � speclflcc�tlons deplcted, repr�sented, and Nlustrated wtthln these drawings and c�y attached docu�ner�tatlon are and shali rematn th� properEy oP the A1�GFfIT�GT T1�ese do�uments, 8 no part theraoF shail be dupllcated In any form , dlscloeed to others, or used in con�unctlon w�h any pro�ject other than the speGlftc pro�je�t whlch they hav� be�n produced for, wlthout the express wrttte� consent oF �he AfZGFf17�G7. , � . / , , _ , RID6E SITE FLEV• 8✓Q2 00 ' • TOP OF R04� SHE,47HI�l6 RII'76� 5iT'E ELEY: a5q1 .00 ' � TOP OF ROO� SHEAT�-llt�tb � �� • � RIT�6E 5l1'E �LEY: 858a50 ' �-6 TOP O� F�OOF 5H�t7NIH6 12 . �8 2 � _6�� � � RiDG� SiTE E1.EY 8588J '!' - TOP O� ROOP 5H�4THING , � 8 12 � SLOP 12 12 �a 3� -�n RI1�GE SITE ELEV: 8384' � IS° a� 2 ' -b" 2 � _6�� 3 I� O.H. TOP OF ROO� 5#�E�4TH1N6 O H. 12 O.H. 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Ce � - - - - _ _ _ _ _ _ _ i horn Subdivision � _ _ __ ��� � �� _ _ _ -- - - - � �—;-... � ifth Ad it � on � ; , _-'_._ ��-- -- -- _ _ -___-�� ----- - - - - - - - - - - - - - - - - - -T- ----- ---__------ --Y_ __ - - - - - -- - - - - - - - - � �(� , YEN't'(l..►4'TE 8 I Nsut.P�'T� i � • o _ _ - - '.l _ - � - - - - - - - - - LB L.11 _ _ _ _ _ _ _ 5 REQU IRED i'ER GO _ _ _ _ -- - - - - - - - - - - - - - - , � � , Town v ai o _ _ _ _ _ _ _ , - - - - - - - - - F _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - _ _ _ _ _ _ _ _ _ _ _ � _ _ _ ^ � : � , , , - - - -- - -- - - - - - - -- - - - - -- _ _ __ _ _ _ _ _ _ _ - -- - _ _ _ - - - - - - - - _ ._ __ __ __ _ `� _ r � JEagle County , Co ora o _ o ' , i ^ - I ' p � , I� ecr tion ami1 Room Mech . � y �__�W Ro m �- - -- - -- -- - - - -- -- _ _ _ _ _ - - -- - - _ o , _ _ �_ � - -- - - - -- _ _ _ _ -- -- - - _. __ _ _ __ _ . _ _ _ Design Review _ , � P1 � 1 � i , �,� � � E � T I � N nate: ' � i Revistons: z7 June � • � � i � � , � 1 / 4 " = 1 ' - 0 " � � . Architecture • Planning • � � } 1 ! P p Sox 2o9I Silverthorac , CO 80498 —! 97a / 390 - 2950 _ 3 Fax97D / 468 - 8047 . ` , ee r � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- _ _ _ _ _ _ _ . _, _ _ - - - - - - . - - - - -- -- - -- - - - -- - -- - - - - -- - - -- _ _ -_ _ __ _ _ _- -- - -- - - -- - - -.- -- -- -- - - - - -- - - - - - - - - - - - - ARCHIT h�t The desl s , d�tails, idea�, assembltes, arrangements , � spec�ftcattons deptcte�cl, r�presented , and lllustrated wtthin these drawtngs and any attached documentatlon are and shalf remaln th� property oP the ARGHiT�GT. These do�um�ts, � no part thereoF shall E�e duplicaked �n any form , dEsclosed to others, or used tn ���Juncticn wfth any pro�ect other t4�an th� speciFic p %]ect wh�ch they hav� been produced for, without the express wrltten consent of the ARGHIT�G7. 9r' . - _ -- � , .