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BUFFEHR CREEK LOT 25.pdf
TOWN OF VAIL BUILDING 75 S . FRONTAGfi RD VAIL , CO . 81657 970 - 479 - 2143 Plan analysis based on � the 1997 Uniform Building Code Project Number : PRJ00 - 0111 Date . June 26 , 2001 Project Name : AXELROD EHU Address : 197 '7 CIRCLE DR Contractor : AXPsLROD BUILDfiRS Occupancy : R3 , U1 Architect : P&EL /LANGSNWALT$R Construction : V- N Engineer : STANLEY NEUJAHR Report By : JMONDRAGON NOTE : The code itema listed in this report are not intended to be a complete listing of all possible code requirements in the 1997 UBC . It is a guide tc selected sections of the code . Report created using Plan Analyst software by b w & a . ( 719 ) 599 - 5622 Portions of the material contained in this program are reproduced from the Uniform Building Code with the permission of the International Conference of Building Officials . # SHSET TDENTIFICATION CORRECTION RBQUIRED _ _ _ _ _ _ _ _ _ __ � __ __ _C__ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ___ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ __ _ _ _ _ _ _ _ _ _ _ 1 ALL � ��,tc� d�'� Plans must show the size and type of all windows and ' � .`c doors . - - Sec . 106 . 3 . 3 �. ." 2 ALL Provide a truss drawing for each type of truss by the truss manufacture � s engineer . - - Sec . 106 . 3 . 3 3 ALL Include a copy of the soils report for this site . - - Sec . 106 . 3 . 3 4 ALL The minimum ceiling height in this area is 7 ' - 6 " . - - Sec . 310 . 6 . 1 5 ALL Glazing in this hazardous location is required to be glazed with safety material . - - Sec . 2406 . 3 & 2406 . 4 6 ALL This area requires glazed opening ( s ) having an area equal to 1 / 10 or more of the floor area . - - Sec . 1203 . 2 ' �� t � . / � . _ � - - - - __ � , � . - -- _ _ :- ' - �� --- -� - - - — - - - --_ � - - - - s - --- — — . __.— - _ _ _ =_ . � _-_ _ - _ - = _ _ _ _ - - _ _ _ _ - - _- , , - _ _ � - � - _ _ � _ -- _- - -, � - - _ =- =_ � - . -�__- -_ � , -- � TYPICAL MATERIAL NOTES - �-- - - _ - _ - -_ _ _ - -- - � _ - = Composition Shingles _ - _ -_ — - - - =- _ - - - - - �, -- - " _ _ ' � � � - - � . � -- - - . _ . T; �r . � ~ - - _ ; ._ - -_i - - � - � Wood Fascia � � , I, . � . - � + __ - � _-- - . '� � � ;� ' . � � Beams Ends I 1 . I. . I - � j� � , � �� �r i ! � , �--� � � � ��,r1�'` � � �, , ;-T , ,_ � ;�+1—,.,-f � � �-l�: -' �_• Stucco '� x -- � �' �►P � r i � ? � i � ' ! ,i ' � _ I ,I '. � '�_ ' '_ i- y -� �y i{ , � . � � � , . .� ,; - I , ; , = �_ '( Metal Clad Window �, _ � , � - - . - .'' Stucco Return, Typical � , . .. --! 1 a j�-- _ � -.� ,�' - � . - _ . . _ . - z \ " 11 -i'' � I '' � i � , � l i , ' � .� Wood Window Box � ' `�' I '� . - -- - - - -- - - _---�'�;� . �. _ . Metai Railing ; , � �- �� f, � :. .-� - - . _ . _ _ � � ��' � �, �,�. � /� � r f � Wood 5iding i} _.;; �� . , �� . /i ij � � I , i r �i '\� � � � - — ' � � , . II �' / �i � �--f i�lr. .. 1� _ ' �� _ _y _ _I I _ �I„- ;�I I � � - � � . �� ���A �� . ' �. �,.. '�' ,c.u. .�.. ++�. ,e�,� ----w i 1 PRIMARY SOUTH ELEVATION va��= � �-o�� ' 2 � PRIMARY EAST ELEVATION vs^= � �-o" i 3 _PRIMARY NORTH ELEVATION ve°= � �-o�� � \\ - . - -- _ - - _ . ,� -- - - - - � - - - � _ _ - - -- - -- * -- -- --- — - -_- _ - , -,1 rrr� , � �^ - I°: , , , , . . � a._. , . I! �. :!I _� � � i � � -- - �� _ - _ _ - - _.,... . __ �-- _. .�_ - - t � � r � --_- __=_ = _ - _ . - - _ - - - - � �:�. -�� - � �l`-� I � t i � .,; � . �� r r � t � n � 'L � i II J'�''-_ f ' - .. . _ k �, _. ,A,r e ,.. �l� N..�wvw. r�.ea. .�n.�otf,� - - - _ � ' — - - - -- - ' � - - 4, E . H . U . SOUTH ELEVATION vs"= � � -o" 5 , E . H . U . EAST ELEVATION � �s��= � �-o�� , 6 E . H . U . NORTH ELEVATION va"= � '-a" - - - --- - - --- - - -- , - , - - - - - - - --- - � . - -- - �� � . . - , ' - - _ - - - - - _. - . /, �- � _ _ � - - -- - _ _. _ _ � _ _ - -- - � � Z �" � � - - - - - - - - -- - - -- - - -- -- - - -- - � � :� .:� p y . �' �� �u y - - -- -- __ 23��" -- -- - --- � i , � - ' , � . , � � � � z�o �- a �� i � � -� - - - - - - - --- - ---�j�- I � - - - ' I I - % � - - -- �� - - - - - - - - - - - - - - -- - ----- --- -- - - � �--�_-- � - �� Patfo �- ' Patio _ I' I . _ � I ' � -�— �- -- - + } "- Pantry I �1- � �-_ �I � -' , . � / �� _ _ . _ _ - - - - � - � � / , • -- - - - - -_ -� - __ -f- �� � I ' - _ � --- , � - - _ - ---- _ __ -_ _ _ - - ; I Kitchen z_ _ t-- - - -- - - � � � , � i - -- - Closet I � � _ I - -_ _ -- � - - — -- — - - -- ; Bedroom � ` — — — - '� � . _-,_ , _ �. � - - - �: ' �°w^ . �, r . Storage - -_� � �,-~-�, �r==-=� - - - -- - � =- - -- - � - - - -- - - � Livin Up . . � � � -�., � � Deck - - - T - -r - g ` i , � , �3 ' - , � � -- . - �- _ .. - o ,_�,, �,. ''� r '� �� � � � fi i r. _ _;, \ �. -��... _.i _L_ _ , � 1 � . ' . _ _' � � V �' I Master Suite i " ` Kitchen/Dining � Entry I � Living �� � ��� . Office '�� � `� _� � � `, � i = - - --- -- ---� - - � � `� ,--r - --T- -�,--,- -=-�- Dining , j � - , � � t---- Down - - � - — - -� .: -� � � , # � � - - .' _ - / - - �- - � " - - —s� �., , Porch � I -_� � , S DeCk , �' ; - - - _ / _ - - - I - - - - - - - - - . - i - - -- - - - - - - - - - - - - -�� � -- t i - � �, - - - - -- - - ���u-- - I �-. � ` _ - - � � � � � _�- ' I , j �' up , � � � � f /-- - - -- - - -- - - - - - - - - - - - - - - - - - - - - - - -- - - - - - -- - - --- - - - I ; I I � ��� . � -- - --- - - -- - - -- - - -- � —,,_ : ✓!�� r � '''�" � r y ��� °� _ __ � � - �-' '� - - -- - � 2 E. H . U . UPPER LEVEL va°_ 1 ,-0„ ,� `I, `. . ---- - --- -- - - - — - � � '� - - - - - - - - - -- -�- � . �, • 1 ' . PRIMARY UPPER LEVEL � ra"= � '-o" ►�� ' � � o� AXELROD RESIDENCE P U an�enwalter Architects l,� David MaAC Peel, A. I A Kathy Langenwalter, AI A PRIMARY UNIT AND E . H . U . P .o . aoX � 2a2 va�i , coio�do 81658 date Tele 970-476-4506 Fax 970-476-4572 P�oject � � Lot 25, Resubdivision of Buffer Creek drawn 1977 Circle Drive, Vail, Colorado sheet of ' l � , / � ��"� �� I � `?', , ; - - � II ' ` � . , � / � � - - - - -� — I —�' ''''� I�� li --_ -�- - - , � - - - - -- � i � i � � � � � I � , ' _ f ! - - - � i � - , +- - - - - _ - � -- - - - — ; - - - - - - - - - - - - - � - - / � - , -- � -- - � _ , ,� �, _� - - - +r - - . � Mech . i � =r- � - + - ; - - -- - _ - � - � — - - — - - -t � -- - -- - - - - --- -- Laundry � , _ � _ _ _ _. ' � - Mech. '' � Famify � �, Bedroom �� � .� - ; � -� - , _ - � jl � � _ Garage � �- up i � � � . � - , , -F-`- � , r . ,�� r , � y� � �OWtI Caal"dge - � 3 U 1'F/ a � �-- — - � � � , `` — - _ - - - i \� c, 1r� _ — � ��� �._ _ .i _.. - __--s . � . !� Bedroom � • � Storage � I � - Bedroom Entry �p _�:_ . , _ Mud Room � - > Bedroom � _-- ' ;I � . _ �-- - � �- � � - i . � �- � - _ ,� � � , _ � ' � ; �z . i c� -rt ' ,-� - _ _ I �-. -/ - - � _ _ _..� a � -. -- - - - - - - �� � �� � -� % % J , Storage � _ �P = �- , � ,r..� �*- ,� .� - - - - - i � - = . `_ . - - - - - -- _ � , , , -� -- - - - - - - - -- -- �- ,� � , , i .c, � � I , �, i � -.. X Z3 - lv ` � � -- - -- - --- � �. � ;, i � ,; :i , I '� - . E . H . U . LOWER LEVEL va��= � �-o�� � f � � . - - — -- --- � - - --- - - - - _ - - - - - -_ � , � 1 � PRIMARY LOWER LEVEL va'�= � ' -o�� � No�rn � i - --- - -- — — � I � C� 1_ 1 AXELROD RESIDENCE PeellLan9enwalterArchitec�, L L C Davld Mark Peel A I .A. Kathy Langenwatter, A. 1 A PRIMARY UNIT AND E . H . U . P . o . eox � 202 vail , Coloredo 81658 date Tele 970-476-4506 Fax 970-476-4572 Pro}e� �� Lot 25, Resubdivision of Buffer Creek drawn 1977 Circle Drive, Vail , Colorado sneet of Unplatted � ' � __ , _ � � � � - _ � - _ _ - - __ ` � �'`e _ _ �_ � ` — ' ew. toe. �a' �� ' - ��- - _ ,-_ �s, -- � ' � -_ _ , _ — � -- —� __ _ , ea,�? _ _ � _. � - _ _ � � _ � nt '�- , z __ �. �� � _ ` —� � -� _ - �_ � � - Fence -�._ �8'� Ea � _, f -- � _ �_ - \ � �� -. — __ _ ' ►�� _ f � -_ _ �SO _ - � -- --- ~ � - ' Slv BoulOe+ VYaN -- - � _ _, -_ -- _ ` '�- � � --�_ � ` _ _ d4p� - _- 3 Hph _ - _-�� --_ � t SBIb�� - 1 Boulder Wsll --+ - � 1J��� " - � __' �8 - - � � -� � \ _' -�' � _ _ �_ _�_. � _ �. � _. _'" - _ _ � ..' � - � (� - � � ,� W31 _ ` � - I ( ,, .'Y '�. � - _ ' � I � \ � - - - ` ' _ PatiD ' - ' ,-- ` � � � � _ __ � �_ �32 _, _ � , � ` T- �� _ - fllflg _ ._ . _ . . .. `. �, / ' � 1 r . - � . - - . .. . _ . � - � CO �_ -_ ,_ -- `�- a / - � -,. � pn.,_ t' � �_ Watl � - - - - - - � � � � . - , .._--� . . .i . ...:. 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' Pric�tary Reside+'rce r' � " � j, � \ � � � ,-k,,* ;, r ' `�f �� � ` l �' ` � _ B�p� � � � �� � � � ' , �j X � � _ - � � W; { � � - - - - - f I , - - - - � ,� _ _ r _.�. � .. � .x � # - . -} � � �ot 24 ` E � E E — — — — �- - " LOt 26 � P � � -� , � � � E�- , r - - - � � � \ :\�J � ', � ���`�. : _ _ _ � ancing � - � � � � � , ,�C� \ � -- K �_'> ,�. _..«�` Space , � _� �- ' � , � Shn�9. tYPica� �� EJ � 1 ' � 4s �` �.�ae. o• � _--- _ ' � _ . _ . i _ ar ! \ i� c 5 gal mmimum ' E I I � w �i,\ BuUtl�ng � � -�� � � �i: , � � /_ �' � � l �y /� � �\ F�M � •I ` �/if'" � / ; I�� i O � � s, I ��� '- Edg� M Roof � % �: j " � � � / � / min. caliper Aspe� � • � /. � ( - � � �� / ' 18" Mm CuWattl� f °° 1� � a I � � � . �- D�Ck hbove Prolec:t � , � �� . � � _,,,, � for Steam. t 2" , UJ � . � �i •, Ex�sOng _ � _ � I ��- _ " � I i `>i � � � � � VNNOW � -, ; � � �` j � �` - - - � � I � ' i 1��F� �- �•-� � � � t � �`� �J' 2' m�n; r,awper Aspen , - —\ a� � ,� ��n F�y,) , � BOUider 1Nal� � , in �-�7 � "� � � / � -" � � ' '- - - . -- ��� � � �� � I ��;��. � % � �i /��� � _ . - - - �� � . � � l� ��� � � �_ r. . ��� � � = $ � , • . , , , . ' � � Lot 25 � � _ I � ' . , '� . �� ;�, � i, C '� : :-, , ! ``� eQZ._ � ��- i� l i o32a�sr�c�es _ _ � ' ��, ! � � �ea�,►�e�ravep / p�y�� .\ r s, �•r � � � t ,: lumc As � , , 1r �� � � � / � � � in� � ►4alCtMO AYea Ind�Cete6 - - � �► � � , � , � ,� _ � � ` � Sww Sto� TYP � 1` i , . " , , , _ , � i�i/, �, p , . � � . .: ; � — � � �� , 6 � X , . -�- � � Ex �� /� E of 1�oof - '�;-. . .._ _ - _ � � .,,�p , R • Cwmp Aspen I - - — I � Ever�grean. Typ � Ow�rtanp�� � � , �a�rac i„eirei �kror �i 842�' -6" ; � � , $ , E �pper Uw[e} ��s E; SD35 '7 3�" I I , � � -�-- � p�e SE4p �': = 842�s' 6 ' ` � �� � �� � B�� °' [ Aep►tk Drwe , "v 1 � i F�tt ` � f ^s�* , # � � � 4 I � i �� Deck Above - � �r � \ ', � ` �R � 'a I � _ � , �� �� � �:. ., � , � ' *� ; / � f � �, -� .::� r�: - ,fi , � � - � � --- - - - ' � ' •s „ � �= _ _ ��" , . � f � ..� � , � , i � ��� , ,� � � \ , � ; E .#�. �l. - . _ � oe��nr. �' _ —.,. ;�� ; � �� V � � � � � Fencs � �- ;- � t Y-+ �\ ' � f I POSt \ B' min. haght uee 7 i. _ � — — — I . ' __- , � �' y � ' i'f - i �,- - - �D � � � -�` `� � _- - - -- - - ' � ` � � � � � ��--r � �i � i � , �/ ( � E E �� �, ' - + —` _ _ � � ' �--_ � � � - - -- - - - - _ � � \ E E � � ' , 20' ront�SetDacic - - - + y - � � � . �R�, � x �� W V �i �, � � Rock Hertn ��4 �_�.�- � ` Stucco AMd� -+� � �� ' -, ShruDS. lypical ' ' yy�� pp� � � � , � � �` B� :� '� ` 5 gal. min�mum � 1 � , l��,,�� � � � � i j Electr�c \ 6' trdn. heiQfit Spru�s . %G+ � • "6�l G+ \ � �� ,'e � I, :�i; I -- Alanhole , B' mi�. heipht 3pnice �\ � `P_ � � 1 � ' `� ��W ���� ` "' � '' i � � � a' mm. pa�ht Spre�, . I �� � �±,,_ � �, � I � � _�_ 6' min height i i \ , F v'"�rro�� Found � � �`� � � �� W � � No. 4 Rebar q � �, � �� � � �� . / ` �5��� � l.j -} C } -- - - -- -- -- - e• � = -- - 8030 ` � 104.72' - - ` Corner - - CAN Riter . ,\ ' � \ '� � 90° Comer \ � � - - ._ � � �� � ` '� - — � � _ , . ` � . -� � � ` � ,,� �?e ., � - — — — - - _ , i , � ' -- _ _ - - - .� aon � � � Ele�ic TeMOhone �2g Riter -- — - -- — - �� i! - , Mentio� , � 80Z�E11 �- - -- Paue to Ex�ating � Conerete Pan Bas�s Of Elcwabon � , BV�� T Sewer AAanhole ' ' ' ` E�e °f Rim 8030 0 D R � 4nv sotsa � VE � sewe� n�+a�no�e C 1 R C �' E Rim 8015F2 (, / y-� �G , / � inv 8008 .. �� � I - - - - - --- -- - -- - -` 1 LANDSCAPE PLAN � °= � o�-o" 2 _ SITE PLAN _ _ � °=�o�-o�� ! No� � � � PLANT LIST GEWERAL SITE NOTE Site data taken from topographic survey by Eagle Valley Surveying, Inc `-- COMMON NAME BOTAN3CAL NAME QUANTfTY MINMIFUM SIZE 41199 Highway 6 & 24, Esgie-Vail, P. O. Box 1230, Edwards , CO 81632, � A. Cobrado Spruce Picea pungens 3 6' height 970-9d9-1406, Job Numbe� 2424 , Dated 9-9-97. I i � APR 2 7 ZOpp � � 'I B. Cobrado Spruce Picea pungens 2 8' height I C. Quaking Aspen Populus tremub+des 2 2" caliper -- D. Quaking Aspen Populus tremubides 2 clumps /� � PeBULanqenwaltef ArchiteCt� LLC . E. Mixed Shrubs ve�US , z 5 gallon f1/� E L R O D R E S I D E N C E oa�;d �,a� P�, A.�.A Ka�hy ����.. A � A __ __ _ __ _ __ wote: Reseed au d+sturbed areas, inc�udir� utitit� line trencnes , with native PRIMARY UNIT AND E . H . U . P .O . Box 1202 Vail , Colorado 81658 date seed mix . Mulch and erosion contro blan ets as required on Tele 970-476-4506 Fax 970-476-4572 A 1 reseeded areas , rypical Pr� Lot 25, Resubdivision of Buffer Creek drawn 1977 Circle Drive, Vail, Colorado � O _ D sneet of ; Unplatted GENERAL NOTES � contraao► is w visEt a�e si�, verity ezisting oonciiitio�a ua femtliarize nims�t _ J _ � _ _ _ � urid� all wak. In the event of discrepancies between the drawings artd exi84inp ` �, . . __ -- � g�s _ � BO50 ' �56 co�dRrons. notity the ArchiNCt befora proceeding wAh the work. All wotic to be _ 1• Abovo Grada � - - - ' _ - - P��+ed in accord�ce with all appl�cabie codes and regutatwns. — _ _ _ . -- : � 108.14' =�_ � � 8p� .._ . . . _- - - _, ' Contnctor shal have tt�e Sods E ct sde excavation to __ _._.___ _ _. _ _ �_ � � .� � ��-. � � . ��._. _ K . .. -. � . . . � ._ ' � _ �_ � n9b'►eer w�pe veMY �br�q E Above Groee � Co� Fence nt � ep5 soels corxlilions and fhe teasibiNty of the proposed (oundetion desipn end -- - - _ - -__ � � _ ''-� �'�0 _ - _ Ea > - � ? consUuction. Do not proceed w'rElt the work tmtil the above �tiw�s have baen �'--, '- -- � . - - - _ \ �. - �38_ _ _ ` _ � TOYV 8043:D' _ �-� _ _ - irTSpected and wrt'�ed. - � - - - __ - - - _ �- -_, _ TOW 8�14.ff , � ���_ �� __ � - -- � . �36 . - . _ _- _ r _ - - � AN interiw Bnishes, materiaks. detading. fixtwes, aPD�. equipmeM, sEa , 1 ' - � __ i � _ BOW 8036.8' - -+ - - 1�J�-a_:� -_ 7 � � - _ . � - �-`-��� - -- gws� � inGudiny meterial and perfortnance speafic�ations, es seleded sndfor approved ' - - - ' ` � � �034 - 'f � ' _ � � � � � � t.-�- - � _ - - to �� by the Owner. These indude, but are not limited to. floor finiehes, doots. • I - �- � � , �? T - - _ C�� - Pat+o � �8 hardware, trim. atainNay handrails, doset s stems and shelving, fire aCe I _ _ . _ �} abu�etry _ _ = - - mantels and hearth / r _ �- - - � - � - p� � ' � ; s. huik�n fumishir�, c . appliances , plumbinp � � - -- - - -- -- - - 1- ; - �. � � qp� ' - , ! waii � �w-s039 0 ""�' ' _ _ __,_ � _ �*;�� -�`Z- �� er,t�t fixtwes. bathroom acx.essories, lighting fixtures and him, sound and sacurity . , ,. : - - 7+c--- -- - - - - `- � - . _ _ . �,� -- - B��e032 0' , { _ _ sysfems. Provide bloc�g asreqwrod (or proper ins�ketion of these Rema. - - - - - , � _ � � __ _ ___ - � i - _ -- � ' ;'fi�-� '-�',�- - ,; , , , �e _ r . E I ; � .-....•�.�... ._ � - _ � �? ltems noted on the ' s as °veri(y�' or ^Fiea vetify" shap be resdvod wdh � \ I ,; - � � ,. Lowerl,evel Fi�or �!. = ta0'-0") � �, , � , the Archdect or Owner ' ropn fo proCeedirfy wifh the wO►k in the! ares. SoWtd ' ect _ _ � / - — _ , . I.iving Leve1 Fl�aar �I. _ �A38"-7 'I.�11Q`-t 3t�t.) ` j � ap,� insulate the Aoor syatem and inte►iar wads as determi�ed by the Owner. � � ` , . , / i °, \ ` \ , � �_ . � � .21Max Sb� `' • Maat�r Su6te Ffaar �L * 8041'-8 StB tQ.i3'-g " - j� ' _ - � • _ '� �AICeSe Sistr �}. � S03t`-8�-7t8" (iQ4'-8 7�� � �.._ : � � ' � \ � I � � n \ , �� ,, ; i �0D° 11+lec�anical and electric�l syslems d�i�+ shaN be the r�por�i�kty of the ` � _ r ' e�t � . , � � � ` � . �`,�, ', Rie� Eh"8i161_3' t �� 1„ floorahe�o�he Iawer level an�nde�r floof Il�t Qn �4 s�pper kvethe Owne�. - � - ,.. � � �-- -�. _ _��. . � ,F " � ! , . —� --� ;�--- - ___ � � i i ,\ {� � _� .\ 7 , i' , ' �,'� f e03g P►oposed fot the Primary Unit. kOt wgter baseboand heat i� Pr�oPosed fw the � ! , I _. � � �t, PrimBry #testdM� �' � ': �__ H una. coordi�ate nes6rig z«►es ana u,ertnosrats w�m a�n,sr , \ � � • � , • �- � . � � ` ` Y/ ;,� j �`� , - U � prbr t� st�t of the framing phase of carsshuclion. , ,; � � ' � 8r Csat i ..--. , � , - � ep� - - - -- -- , ft � .�. ;, �i'i ` �* * �, TheArchitedassumssnores :a sg� _ , . . � � tor errors om' ' ared t -- - - _ `1r ' _ �;F' �{ �, ` ` �1� code requirements d consultaM�TF eyArchited �ssu� responeiEiKty for � ' 'S. . E , � E ' � �. . � _ _. � + �-,. i � � coo►dination. care of ' , per►ormancx apeciftcations end E .� , E `� — - — - — — — � Lot 26 �- - - - -- 1 s. , i , � --.� _ �• � Lot 24 me��mpon�ts o+ c«,stru«�re y:r� u,e co►Krectors raiture to carty � \ Shnbs. T i '; �. fo. 6' � � out the work in accotdance with the Co�clruction Docurnsnts. \ '�D� � E, 1 ; . � -- - = � � - - - - _ - - --- - � � �- • � - - � � `-� . � � �9 n�,k;ny , _ . � _ � T e,pe a, . �� � �- ; por,siwe +o. �I ►,azsnas «, u,e 5 G�Ibn I�in. Nob Cwar sbesm with load ba�i � � �R ! ' ' T11e Owner sholl be res ex��9 Dr��Y; end Tor , 0' Mb. N�1it Spuo� rno�ect trom constructim traf6c a�b vos�on ' _ __ � ---� ery. Prtsence, handliny, removal or dispoa� 0/, or the exposure of �— � -� -j` � , _ _ � \ `. Buu�ldng }- , P�M�g � ' -� the discov _ i � ;:. , � , . , ; ,\-� — �\ , oomnni , � - ,--` - � EfMa� � ._ . i � ns b hazardoua matsriats, wsste or s�stancea in eny tam on ths F � pefgp � \ \ --_ � / � �lNNpw\` yyYb,�, .... _ , � � � Eaps ot RoW ,�'. \ � i ___ ,� _, ProP�Y , _ = F ' ', . . . _ _, _ � a.r^,r� '.� ` _ _ ' 7 -� / \ ' ' ' I a` � \ F l ` - . ` ' - - _ _ __-�_—�. _= _ �- - - ' � \ Tow eoxe.a - � �+ � __ -� - -- - �"�'s►+�p �+d posaesswn o� ine origina n.a,itedura orawinga sr,aa ran.k, F L � � � - , \ BOw 8G30.0 �.t - � -- - - - - _ � 1�1.. _ -. - - _ �: =-��- � - - -- _ •_-- _ ' ` _ WIMow - - - - - � � ' \ - i � � , _ �. -4-- -- ' � � � t and ex � Reproduuble oopies wiil be provided at the Ownet's -, _..- � -� -�- •� _ _ ,- - - - / ,, ►e4ues Pense. These Drawir�qs are no! to be uied on other pnqsGs / � : ?~ ;` ' � �S��_� -- -� �:` ' tor S�wKn. r '`�-. � s :i s�coept on epreement in writing and with app►qxia� campensation to the -t � ao / � ^�Rbn' p`�,'�bls _� 9slow Cir#�e _ - . + _ - Af�tlkact. ,\ I µ _ \ r � ! � , . �„ -/j 1 1 �%i�; � . � V • . � -r--�6fI11� WHIOW�� � A ' � -i. � .. � � �' // i � ': �" . � / fD bE RBRIOVbd . � /`. . �'.�� ' " � � . — t , • � . /. � � � i ' ' . . � ��l � � � LOt ZrJ / �' / . i � � .. ., ` / r ' e' ►�Au,, ►i� swuoe cn o.326�s A�es ' - ' 'v � /��, �'�'� � � �"� v � , ' , � � , �� � . j _ % r Ma,. caNpe. 11�pen �,� --�— — — � � ' �` _ '� INDEX OF DRAWINGS � , � C . .� C�� �A � - - _ - f � Exis��c � � � .�. ...... ..,..-.. . _. .._____ m � � A 1 SITE PLAN, LANDSCAPE PLAN t t+1- � j Evergreer - � : � � ; ' L4ve3 $;oM Et. = 803b'-Z°;r�! � 7. Y-: � '� � ` "�'` � I � � U � �e�e� �loor Et � �32'-�'3t�M �9' - 1 3!4~1 � A 2 PRtMARY LOtNER LEVEL PIAN , i t�i : Shn�bs. TYWcs� � i '' � �ta�s £i. � $022`-8" �1'-6"� � � , �' S � � I \, � � ' � � � a A 3 PRIMAROY UPPER LEVE PLAN, ` e�� - 1 ' � �- -� � � � ; � � �°` � � ' � ' � � � � E , ` `:; ' ' `, � '' �� �o.�` ' � a �too; E. M . U . UPPER LEVEL PLAN � ( � \ �`; Y�� �` - � �� � I ' � � ` � ! t�; `:� �� � A 4 PRIMARY ROOF PLAN, E . H. U . ROOF PLAN, ', / , 2- wt+n. cawpwn�sn , - ' ' � ' WINDOW/FASCIA DETAlL i _� . `� , , ' � , t+aocneo ae. i�es , v — �'--- ` ` � ' � �•H•U; ` :`` _ �� � g� ' A 5 BUILDING SECTIIONS ; �' �" ��. r� � ` t � , . ,, - � 4 ,� �. ; ^' , � , A fi BUILDfNG SECTIIONS, DOOR & WINDOW � - � - �=- - - - - - -�� L � > _ - __� , , c'a►'en' � '� ; SCHEDULES , `, �' _. . _ ' � , � �. � � � ! E � E� E, ; E , ' ; � � @o' Frorn �back � y�au , -� - - ' ` ! � ' A 7 PRIMARY EXTERIOR ELEVATIoNS rw i , 8' Mfn. HeghS SP�+� ' Shruba, Trpicel - $,� � � `° w ` ��P Post � I wllamP Poq � --- --- i � �,,,, A 8 E. H . U . EXTERIOR ELEVATIOPIS .�f , r �,� ` ; 1 ` , sc,a�, �r,. . f - - .J — e• �. ►+�eht �� 1' ; \ \ ' , -- �; � �L. a2 ' ,�. �� S 1 FOUNDATION PLAN / ENTRY LEVEL FRAMING �� �e � �� ' - - � _ . _�_ -- - � ', �� � � �rr�gsv.o. � _ . _ -7- - - . '. . � PLAN , E. H. U. FOUNDATION PLAN � ' _ -_ � . ' - J- I' ' ' � - ---- �- � - - _ - - � -�-� . S 2 PRIMARY UPPER LEVEL FRAMING PLAN , e. ' . � -� r-. - " � � � ' ,� � , � _ - — - � ,� , I bw, ►�eghtspruce � � � '� I `_ �` �� . - ' �� �`__ • � �' -- - Found E. H. U . FRAMING PLAN , DETAILS ' - � . .'�L f � ., ! ' - , ; j i ' � wo + R.br S 3 PRIMARY ROOF PLAN , E. H. U. ROOF PLAN, � -- - - __ . °b, �� , , ., .< i . - - `° `= - - -----�-._— � ea3o DETAILS � �a-�' ' �0" � �,�,Ty � S 4 FOUNDATlON DETAILS �x�� . CwenP �sP�+.- \ \ 90° Comer iQED,t ' _ _ • '� ,� �. , � � � � S 5 STRUCTURAL NOTES, TYPICAL DETAILS � — y� I, - .\ . _ , — � - - ° , � E�eetric a, �8 .` - - - - ' , ` - _._-� � { ' ' M�rUde TaNPhw�e � ` �- --- -�� 1 r _ - _ 8022 8023.4 Q024 � Riser \ .... 6020 � � . E.� of ��t - P�v�e to F.�tirg -- Sewe� Manhok � � P� Rim 8030A p s�� rr►ennae C 1 R C L E D R 1 V E � eots. � R�m 80152 Inv 8008 5 I � I LANDSCAPE PLAN -- -- � ��= � o�-o° � 2 --- SITE PLAN — — � ~= � o�-o° � �� � FVAn- ; - - - -- � � o ' � �,1� p�IGN R��� ,,� . � STAFF APPa � PLANT LIST GENERAL SITE NOTE � � Z3 /� '_— COMMON NAME BOTANICAI NAME G�UANTITI' MININUM SIZE Site data t�lcen from topographic survey by Eagie VaNey Surveying Inc DATF ,,� � _ o o � � ` , < 1199 Ftighr�y 6 8 24. Eagle-Veil, P O Box 1230. Edwards � O H � 5 i % �-��. " � �.T '� A. Colorado Spruoe Picea pungens 3 6' heigM 9T0-949- 1406, Job Number 2424. Deted 9-9-97 '� 6. Cobrado Spnke Picea pungens 2 8' heigM C. Quak n P , Notie: Cowr stream witl� load bearit�p planklny to ing Aspe oputus tremubides 2 2" caliper probct (rom conatructioo tnfNc and arosion D. Quaking Aspen Populus bemulo+des 2 clumps AXELR� D RESIDENCE P ��� a� �Walt � Architect�,�,�y ��� ��4� E. Mixed Shrubs Various 12 5 galbn Devb Marlc Peel, A.i.A Kathy LangeMwitter. A I A F. Pussy Vlribw saNx g►ac�isty�a 3 5 gailon PRIMARY UNlT AND E . H. U . P . O. Box � 202 vai� , Colorado s � s5s date � � ls ,� Tele 970-47�4506 Fax 970-476-4572 p��� Note: Reseed all disturbed are�s, inGuding utility line Vendies, with A 1 native seed mix. Mulch and erosion control bfankets as required Lot 25, Resubdivision of Buffer Creek drawn �t on reseeded areas, typicai 1977 Circle Drive, Vail, Colorado sneet � or fj . ��. ��I S��^' , � ��� � Unplatted � �-- - _ �+ e �r'� __ , �ose _- -- �tend Bou�deta � O50 _ _ ` ' � ,�,�� � 8 ~ \` � . - . (7�` /��t(reGrade _ -- � �. __ ` 8pS4 _- - - - � �aa 106.14' - _ _ - - - _ Q ,' ExEend�fulAe[S � fe� � + -- ' ' �?_ _ . -' 1 ` AboreCxaCe C �t _ .� - - - .. , �I _ _ �_ _ _ �4p . � `--� � UtiNty Ea _ _- _ _ � _ � - -- _ ep38 __ S __ TOW80d5:D` . � ' _ - �50 �- _ BOW 804 -- _ _ �g _ � . _ � - Y , _- - - _ � " Bp . _ TOW BO�Q 0' � - � � � - �8 - - - - _ . _ , - � BOW 8036. t ' - _ -- - _ ' - 1 L r �,,,�� . l�: , .- r �� 6 �__ _ _ , _ . �— , J, � . - -r� �� , - - o� �7--�r L t��„�1 J�-�-- -� , -f ,�-�-.r-,�-. � �� _ _-�_ �_ � _�' : _.i_�==;�:�,� - =- - - - - c , _ _ � 8� �. _ ` � i _ � _ -- ' - _., `- Patic � ` i / l- i � _ ' � Goncrete � * --.,-.��� _ PaUo `� '_ _ - -, �' �- 6p3? � -,:-�___ , ' � � RE't8inmg f- -._.. _ - _ :�� . ....._.._,..� ...._.� � - � � - '-� . . . _ 1 �Qq� _ -- - -- -- — —+ / �� t , :� ' W , �J�rJ �6 : v.__\ I ' . _ _ 1 . •. L] f F t.5i � . . 7 �. . � ; .` . . _ t. f , � . 1 1 .� . _ '. . . _ . _ _ - �, . . $ ` 1 1. .� . _. ... _ . � ._._ �_ _ - _ _ � � -- - --l- - - - - - : � 2 � _ -_ ep� , - � � � � - `� j � - - _ �� � � - ' \ _ ` ' : � � � Yrv�r i.i�1�t rt��t � � `3i3[.E�� t7 i ,r`�� - � �.. '" @p� , ,, ` :3ng a tws.� �R� E � � i� a,& * _ ptp � � _ , � 8 _ � � � 2 'Max Sbpe " h�astE= S-�a��£ rrsr F $t1e � ci ^ F �, as �.i �. ` o , ,\ . ! - - � r. ,'�aye S �G .� = 8C ' ^ .� ':c. ` � ;,l� 1 .� 2 ►Ai� " . � yF � � f ' � 31ope �0�8 � � _ ,\ �- S ' ` � -- I , _ _ �` _ �4 . . �✓ #: ' �_�__ _ -:�� Ei 8�5� 4' , � t� E�,b+�t3aU�:_._�`� '_ j � -, , _„_� `�� _ t ; � �--- } ' J .' ` i` . '� ' _. $ 80.�8 �' / —� �'�` '' -Y % . , " �, ---_ ` � � i � Pritnary Resfd�e � � � � � � � � � � � _ � � � �'` � � � �� � . '� r- * 2 t�'' � ��� .�, _r� � � � ��'t �. . . - \ � � � - - -- - � \ I _ - ,�• %� t : f W� ` �� � i ' �3? , � " � � � � — — — - — — - - - ' / � Lot 26 ,�'=--- , _�. ' �l � ` � - -- -'� ;--- , �, , Lot 24 � E t E �. E) r — r I j _ , _ } i � _ �l � _ _ �- � � � _ _ . . ___._ _ _ _�- S�` �" + _'�'—� � I � � — 1 - .J- - .. � � I NOte Cover Stredm w� load bearirg planking to – . � . � _ -�ge ��' _i OW 8030 C ' � � i J B � . � E . I • I QfdEd �10R1 CO(lS�UC�1Of� VE�L 811d l�OSICn 9UIId1f19 O. �� �r�.� , i � � � � /� � . � � �, I j��L. �\ �� '- ' ii ��,�, a � � /- � :� namcal�erAspe� �\ - � _' \\ 40vwhangoot � .i,l'��/��� •� � � rn d ` ` Dedc Above P-�te�t � � � �t �A� � , 1 E • � � '� � �� � � _ � ` � l � \ Ex�st�. ) QN�o" , �� -- - � � � �k- . - - \ " ' � - �. \ / / \ ` / � 1�' � \`�,` , I � ; � �� k m F � ,p � - - - - �� / ` / � �! , , � 4 \ �`L�� ���� ��_ � � '`a � ' �'�' . I 8' min, heiyAt Sp�trce _ , - � ' � �� C bw . e �, � � M , _ �'� � " � �� N dp � � - � ♦ ���'' '�.; - ,, � ' � ,� ', F!� _ A ���a ` , Lot 25 ��a . -�( _ � , � ao , � , _ ' : � � � 2� :� o�rais a� - - � - �, � .- . ^ ' -�' , \� N Asr�halt ome - �� I�'�/� I �iumpAs�perl-- - � \ �- - -- - , � �� � , �� inl 1� -- �, e � � � \ _ ,� . • - - - ! . ' `� � _ , , .�' � � .�; , • �- - �. :;- � , - -• Exist: i � � : , Y: , . . Eve,c,�.:;- ; � ;, "s • -.�, .� � Ea�fdw #.e�ai�� l�t +� �3'�"` ` �? � 'P Ra�ea_ BOW �023 ;, f Li�d' �i. ti�-7 J�' � i ' . � -'KS �e Sf+pb �I � �3't+ 3'+$" '._ - � of � 9023 25` 1 !'X j BuNd ' i 802p ^�: �y Psrkr�g 9DM'.e � y X Gar , _ ,_ M9 �/� � m' �9E ,� � : ! _ �� = i or Roof � � � Rxic,}�;'£si.,�i S' ? ; , overt�arg � _ I - � � `L _----- - ' � � � , • h' Q'0� � ' - �! - - pp�M , � - / � \\ � _ � A Above �. H . �.#. . Hatu�ea ,�rea inaica:es - �- ! � ' I TOWN OF VAIL ' Snow Storagl. Typ .. Stuc.a :: _,� , � ' . � � r : � ' h- � wtiam�, . �s, �. • :,; pESIGN REVIEW r rnin nsvsn . _ — r — - - _ _ � _ - . --- . - - -- - .— gTAFF APPROVAL� � � _- ;-� , �, �' � s. . � '/_'r _ " _ \y _ T . - i. � . --k � i � �: . _ _ - . ' ' ' _ . »_ . _ " . " . __ _ _ . i I 1 L �j .�;,,k , E E • E ._ . - r E�E_ _ - - --=i� ;n W •waarr� �< � ZQ' FrOnt SCtbaek �,=,_ � �._" �- I `� ,' (° / ° ° snrues i E a �; � � � ;� C.pe '�/ � Rocw Berm DATE: I � � 5 ion rt�in .'`""' .'�,�; ShruAs, lYp�i 6' rtNn, hei�Spruce � ` �i ; ' � w 1�� �` - � � �� � , � �`--• 3 gal "'r"ncx" ! :�f� �� . � 1: _ . eiecr.< $7AFF: �' �c � ���` i i i � � � o; , lc,p�. Manhoie �� Y� � ��, a� �� - , y y. �� � ; � ��� 8 �`q�- �� E �' mm, hepAt Spruce ,., r � r, Y- d� , a �� � , ,� f - , ' 6' mvt. ht+gitt SprUCE r �- U , - � F �untl n � v � 1 ' / •� A' ' , • � �� '+S� r� � . .� i NG 4 RP�a' � D �, I V �- R l— ..✓ � �. � \ Clu�np Aspsn ' �- P/�/ -, v �n i . 8 min height Sprt� �p �\ � � � J „ � T i A �- � _ � �B W � —80.{� �� � ✓ � e+� � �S r-� l� , � _ '- -- -- -- - � -- . - ' - - _ � COffl@( � 1 �4. �� . �° COfF18f� � - � (�- ; , - - _ r - ° ` _ f�ce d \ g-,� � . . . . � , _ ^ � ; Go�U� ` ` BU� P . � - S 'fvM^P o r . I � , ' � � � � iTl� `� � , ` � , - -- ��� - - _ . � . � EiBCLfIC �! � ,... � . , \ � q � ., ` � ' A7atM01e D � \ � 1 . i 0 � i � ��x �/ �� 4 ` �q �-- I� i �i' �/F/� �� � R�SE; CA f� (� _ -L - _ 8022 8024 _ " - f -_ , ._ ,\ ; `v ) � A2 .4M h � � ° `� ' . ` �9 Q 8t120 � nt Bas,s o! E �e . 7:�c�� , q Ed9e �E aveti�e Sewer Ma�h : .e , Rim 8U3Q G b , Pave ro ex�e�a - /+ E p m� eo � s a � -t v D V E n � o r;..,�„_,p�a ?dr � R lr � R � v E T1A ". � \ � ' � Sewer Ma�� ,., C � � i - 1 f � Rim 8015 � �- �� s r �' vE �1 ero v irn 8008 `. _ ,� r � . � .. -' - - - -- -- - -- - - - - - -- - _ - - - � 1 '_ LANDSCAPE PLAN __ t ~= � o�-o° ` 2 -_ _ SITE PLAN _ — - --_- -_-_ � ,= io�-o�_ � � _ _ �ort� �l� PLANT LIST GENERAL SiTE NOTE Site data taken from topographic sun+ey by Eagle Valley Suneying , Inc. COMMON NAME BOTANiCAL NAME QUANTITY MINIMUM SIZE a1 � 99 Hfghwav 6 & 24 FagiP-Vaii P O Box 1230 Edwards CO 81632 ^ � . _ � :,' � a' � . J `s ' ��� 6 '` � , A A. Cobrado Spruce Picea pungens 3 6' heigr ? 8. COlOf8d0 SpfUCE Picea pungens 2 $' hetg - ' t, ote � o � er stream with Icad beariny afanki +ly 'o RECD JUL 19 Z000 C. 4uaking Aspen Populus A'emubides 2 2" Ceiipc• protect from construction traffic and erosion D. Quaking Aspen Popuius tremubides 2 clumps PeellLanflPnwalter Architect�,J . L . C . Revissd 7_rt8�f0 E. t�ixedShrt�s �g�� , 2 598��0� AXELROD RESIDENCE oa�a �arx Pee+ n.i.A. Ka►ny �.a�ye�,waner. n � F. Note . Reseed all disturbed areas, inc{udin� utilfir Ime trenches, wrth native PRIMARY UNIT AND E . H . U . P . O . Box 1202 Vail , Colorado 81658 date r---___ seed mix . Mulch and erosion contro blankets as required on " reseeded areas typical project � � Tele 970-476-4506 Fax 970-476-4 Lot 25, Resubdivision of Buffer Creek drawn 1977 Circle Drive, Vail, Coiorado - - - - -1 sheet of � �� I GENERAL NOTES (9 i ihese genero� �otes appiy lo ail structurol drawings and � � I , �� i s�pp�ement tne pro�ect epecifications which gholl be refe�red to for odditional requiremenls. This propct is deeigned in � uccwdance with the Unilorm Bwlding Code � 997 Editlon ;� 2. Live Loads Uaed in aesign: CONCRETE 3LAB RE : PLAN A Roat snow 80 psf (nol radueed) ON GRADE OR � � / � � ! ! ` � � \ ifJF. ' � B. �loore: Residentaprovisions o�U9p8 UBC ADPendix 23 GO�"�PAGTED F�LL � � - m f Balco� �es h Decks . . t00 pa1 RE �. PLAN Q _ - C. Wind: Basic �Yna Speed 85 mph . m Exposure 'C' ' � 5AUIGUT SLAB AT � � j. Concrete: Q LOCATIpN$ NOTED A. Concrete hos been desiyned and shou be constructed dj 1 ON PLANS, WNiLE � t ' RE : PL�1N AND DE741 �S � - m �n occordance wlth the Americon Concrete Institute GONGRETE 19 3TILL � � '8uiiding Code Requlrements, Reinforced Concrote" � GREEN FOR GONT. WALL REiNF. ' . � ( A.C . I . 318-89) and ( A. C. i 30� - 89 ) "SDecfFlcatlons for � `� Q � _� 3 �� - Z �� Structurol Conerete for Buildings. " Section 1 . 3 � I 2 ' - m" 'Inspection of A.C. I . 71y- 89 is deieted in its entirety, -' 8rD uooKS rtYP.? - � . � INSIDE �AGE I2Eif�. -� GORNER BAR9 °.�ALL � �'+ see 'Field Observatlone paraqraph of these genero� � � MAl'Ct-I 31ZE LWD 3PACING . notes. NI concrete shali be of slone oygregate. unless � GORMER BARS SHALL ( 2J � 4 ,c ? ' - 0" � �. � �� neted otherwise Minimum 28-day compresslvc sirmgtn ` ' MATGN $IZE GND $PAGIry[� OF °.+PIQLLER �iORIZ. � , T.OF. snau be 3000 psi WALL R��I�. BnR9 � � B Reintoroinq is to be new billat steel A.S. T N . A615. � OF SMALLER FaORIZ. � . � grade 60. except bars to be bent or weided in tne h¢ia WALL � ��. B/aRS . ;.� ' * sha�l be grade 40. Provfde corner bon to match nll � � � GLASS B TENSIpN SPLICE . horizontal rolnforcing in cost - in piace walls. Provida L = GLoSS B TEN510N SPUGE not Iees thon 2- NS oround all sides of al1 oDenings in controte antl extend 2' - 0' past eGges of opcnmgs. No 1 TYP. SLAB CONTROL JOINT IG.J .) 2 T1'P. CORNER REINFORCINC�s 3 TYP. INTERSEGTION REfNFORGINCs � TYP. �OOTINCs STEP DETAIL 9P��Ca9 ot ,e��fo«�m�, � are permitted exceP� 09 ae�o,�ea or authorized by Structurol Engmeer. Whxe permiited. use contacl IaD sPlkes. 40 bor diameters minimum C� 3/4" • 1' -0" C� 3i4 " . I ' -0" L� � 3/4" . I ' -0" �� 3/4" • I' -0" C. Plocing of Reinforcemer� t �. ProviAe chairs, bolslera. 7 �7 J udditional rointorcement, and accesaories necessary to BLOGKING PL+1`IELS �c supDxt reintorcement at poeition enawn on drowings- BY JOI$T 3UPPL �ER = �j V Support ot reinforcemenl on Porm ties, wood, brlck, or 2xb 8t I6 "o.C. 41, RE: ARGH, other unacceptab�e materiqi , will not be permittetl. FiRS? J0�9T SPAGE ir N STJD WL�LL � Z p The following minimum concrete cover ooer reinforcing et 48"o.c WHERE JOI$TS Q W RE : ARGH. shall ba provided unless uetailed otherwisa � " APA RATED ARE PARALLEL TO WGLL W 0 F (1 ) Concrete coel ogoinst and permanently exoosed , 3i .lEqrHING 0� u � to earth 3 �n . � Dq " T.1 (s. P� YWOOD \ ( 2) Concrote eeposed tn eorth or wenthe� o. �y6 bors and Ipryer . . . 2 in . - � :,pNT. R�M BOARG . �p " EXP03liRE � D. N5 bo�s ond smauer . . . , . � - 1 /2 in. Bi' JpIST SUPPL ! ER _ � � ' �- � � � RATED SNE �T+-� ING � 3} Concrete not exposed to earth or weather 3/4 �n. TO PL� WC a. Steer. ,� - -- �- � - . - PRE - ENCs. TRU55 a. St!ucturol steei , includinq cast in angies, piotes or � other sections shail be Aetoiletl anG ereded in SIMPSON N25 ip '• I � ' uccordonce w�th tne Amer�can instiWte of Steei , � Gt EAGH TRllSS i �onstruction ( A i .S.C. ) Spec�hcations ana Code of � / 3 � Ibd NGIL$ 5tandor0 Proct�ce Minimum yield strength 35 ks� far 4T EAGN TRUS$ i21 2x6 GONT. pipes. 46 ksi tor tubes, 50 ks� for widrfionqe beums, (UN.O. ? PLGTE 36 ksl }or all othe�s � PLAN �/ IEW � - J018T � xb dt 16 "o.C. 8 Connections 2xiy CpIVT. cq$GIG STUD WALL ( � ) Use standaro tromea beam connections meebng � UN.O. ) requirements oi "Monuat ot Steei Consir�ction' 2x6 dt I6 "o.G. � ��7 '� �PA �T�� Nlnth Edition . Use 3/4" dlometer minimum A307 Do� te I" ML�x. /� BE �„� STUD WALL GONT. RIM BOGRD SFd5�1TNING (or weitled equivalent). RE : PLAN BY JOIST 9UPPLIER ( 2 ) Minimum weltls per A, i . SC Specfficat �on, not �899 RE : PLAN !i " 4P� R.�1TED than 3/16" flliet, cvntinuous, usin E70RX ti' To�, ,ti, � P�°N SNEATN�N� 3,. �� T � Cs PLi'WOOD � T`r'P. FLOOR FRAMINCs DETAIL 9 TYP. TRUSS BEARINCs DETAIL electrodes, unieea noted os���..,9�9 Welding o� � t.0. STEEL 3i4" . r - p�� 3i4" . I ' -0� I B� AM � / rebar anchors to aryies or plates shali e done o S� f'RE - ENCs. TFdJSS S5 dave�op � . 5 timea the yield strength of tne - � � �� GIRDER TR1,18$ : � "' x6 GONT, PLATE reinforcing bar. r.0. PLYUID. � 31 Ibd NGILS AT lBREAK A? BEAM1 S wood: EACH OUTRIGGER l2J ROWa 16d A Framing Lumber sholi be �ouglas Fir/larcb � ( UN.O.) N.oILS dt 1� "OG. (un�ess �oted otherw�se ) RE: 4RGN. ( i ) Sluds . Hem Fir StuO Grade yx �� Gpp�1 SIMPSON LUS21m 1 (2) Joists . . . . . /2 Grode or better P�y " SNIM GNp T.G PLl�TE (3) Beoms �1 GraOe Beom h Str��ger NON -SNRINK CsROUT _ �49GIA IUN.OJ ` � ) � � 4 Posts . 1 Grade Poat & Tmber ( 5) Wood �ecking . . Commerciai Grade I - J019T 8. Provlde solid blocking Getween Jolste at all supports. � ( 1I2x6 KING 57UD C . An wood conytrucl �on ehoU be �n conformance with the � 5" �, � �' Q�N� 1x12 GONT. EAGN 51DE OF BEAP^ D�ovisions of 'iTe Nationoi Design SOecificotion tor T.O. PLATE lMIN. ) Stress Grade Lumber and its Faste�mgs. � ( SLOf°ES > ( U �� "0 LAG SGREW D. Piywood web joists shou �e os manufacturod by 8oise � TIMBER, L Vl. OR fzLU - L �"� CasraAe Corp. , Vfiite Gty, Oregon or approved eawvalent. ' • n, �� 2x1� pUTRIGGER s EXP03l1RE I BE.QM, RE : PLAN S�DP�ier snail fumieh shop Graw�ngs show�ng oii jolats, RGTED 9HElaTHING $IMPSON NZ .5 AT Dridglnq, blocking ond misc. occeosories tor revlew by E �+GH OUTRIGCsER 2xb et I6 "OG. the structurol engineer pr�or to fobricat �on. The � STUD IUALL coniroctor s�oll not cut, notch or otherwise mpdify the °vOLID 2x ( 2 ) 2x6 GONT. PLATE joists without the writte� consent of the structurnl BLOGKINCa ' R�: PLAN FpR REQ'D. engineer. 'iy " �PG RGTED �;E END NUMBER OF GGNCs 5TUD5 E go e�C scade� CorpUmWhltehCityb Oregonanorf a0p�oved Y �he, SuEaruiniG equivaient. F Wood rppf trusses shall be tlesiqned Dy o registered 5 TYP. BEAM POGKEt DETAIL 6 TYP. FLOOR FR,4MINCs DETAIL 8 TYP. OUTRIC�ER DETAIL im 7YP. TIMB� R E3EAM UJALL POGKET prpf9saionol engineer Iicenae0 �o o.o�t��e ,� the Sta�e of CoWrado. C�ICUloted iive load deRections of trusaes 3/4" • I ' _0" shail not exceed t /240 of the span ienqth. Shop drawings �� j�y�� , � � _0u 3/d" . I' -0" and calculotions beoring the seal and signoture of the 3,4,, , ,, _m,� 55 S5 deaign engineer shall be submitted for the review of the structural engineer . These shop drawings shall ahow (he locations of all trusses, conneclion piote size ond copacity and the size and qrode oi Iumber to be used. Shop Drawing review by the structurol engineer shau be completed prinr to trues lobricotion . Truas manufacturer � sholl provide blocking at bearing locations ond bridging DOOR / WINpOW DOOR J WINUOIll DOOR ! WINpOW os required for truss etability. All truss to truse HEADER LIEA�ER HEADER tonneCtorS sholi be 9pecifled and 9uDP��ed by th! trusa PGIJHL EDCsE NGILING RE P� �H � P� � � F,� � mo�ufacturer RE : °.�GNECULE � ?'"P. ' - --- 6. FoundaUons�. , , . .• - A. The structure is dasigned be founded on spread footings � ;; . � a�_ :; TF �xb PLAT� 2x6 PLATE placed on undisturbed noturol soils or compacted fiil with � � on assumed maximum ollowable beoring preesure of , i � 2000 031. _�___-_�, __- - . � _ 8. Foundation waus ae deaigned lo Oe suDPorteO top ond � � bottom by Noor conetruction . Walls are not to be , INGIGuT�S EpCsE �- DaGk (Illad until 9uGh flOOrs ore in plOCe or adeqUOte � � OF PL7WOOD P.qNEL � A�N MULTIPLE 2xb shoring is pravfded 'r ' ' ' ( TYP.I ' ' ! I ) �x6 ( U 2xb KING STUD$ AS C. Retalning walls were designed ueing the followi�g aeaumed wlues: � � ROIXsN OPENING KINCs STUD KING STUD �S REG7U�RED ( � ) Coe.t. ot h�ction < N � � Il�1pIGAt�3 FR/N'IRV(� FOR FULL STUD a (2) Laterol earth pressure. . �5 p.c. f. MEI"IHER BENEATH < U 2x6 ( 2 > 2x6 i 2 ) : xb COUNT (J) Poesive pressure. 2� 0 p. c. }. � ' � � � �� PLYWOOD BNEGTL�IIIVCs TRIMMER TR�MMER TRIMMER D. �+e ollowoble beorinq pressure is an asaumed value and o m�st ba veriFled by a qualified soils engineer prlor to the tYp, GONDITION l3 ) 3tUD GOhIDITION MORE 7NAN l3 ) stort o� con9UuctlOn. If different conditiens e■ist the strucwrai a iNTERMEDICTE STUD CONDITION 7 Fietd ppyeee�rtf�m 9sl Oe notifled to �e- evaiuote the founAoUon esign . ' ' ' ' MEMBER NAILIIVCs� � A. The contractor shall inform the Str�ctural Engineer ol RE : SGNEDULE � ' 4�'u" �east 48 hours prior lo casting any co�crete so as to g ( TYPI � TO PLATE • aliuw the Structural Enqineer the opportunRy to review o ' GpNT. r 2 ) 2xb the p�acement of reinforcertient an0 embedments. 8. Contact Neu �ahr k Gwman, Inc 1 - 303- 3�7 - 2732 . 8 Coordinption: � � � TOP PLA7E ogainst architectural drowings and ony discrepan<= .e - � � HEADER A All dimensions un structura� drowings shau be cnec� ea v w . . . . . . . . STUD HEIG R�PPLE � shall be brought to the ottentron of the vrchlter_� N - o E 2x6 PLATE WALL OTHERUJISE HUILD immedlotNy.. Refer to mechanical, electricai ac -� aro�itectural drawings for openings not showr, . , � cyi� V B. Sho tlrawin s shali be r arod b the fabrlc,: ' o� UP WITH 2x6 PLATE$ structurol drawings � C�1RO�r �' � PLYWOOD SHEATHING NAILING SCHEDULE °"° `°"T P`-Y�°° P 9 P � Y � � �, �•N , 0 0 $HIMS. Coprng of these coneVuclion documents for use us s�� „� _ ti _ Q o � drowinqa wili not be Oermitted. _ _ 9EE AHOVE �OR ' � = P,oNEL EDGE INTERf"1EDiATE OPENING = °1 N APPLiGATION SHEATNING F�MARKS END CANDITIONS ' N�o 755 u, • 7�` NAILING (FIELG ? r1.oILING % � •F ��� � .-' g � xb et �6 "oc. o ° ��4 " T. t �. APA RATED 10d GOI`rt'10N NAILS /; 9 : ^� ��, • O .: FLOOR3 6 "o.c. 10"o.c. STUD W4LL ( TTP.) '•, Or � �n , OQP` Z c STURD - I -FLDOR ( 4LT. 8d RINCs 3N�WIC) �x6 PL.QTE E ( OMIT AT DOORSJ oWALLS �� C GAG-4DED 6 "o.c. 12 "o.c. bd GONR'10N NAIL9 g�LTPL4TE Peel/Langennalter Architects , L. L. C . "° �e ` o ' -9 a+c o� � !invid 11ar6 I '� � I 11 1 I�alh� I �� n��' i � ealtrr . l i ��g �, �� APA R.QTED 6 ,�0 �. ,Z ��o �. ,md ��.,,.,�., �„�g � AXELROD RE5IDENCE W ExPpSURE I . 40/1m �sENERAL NOTE9 � TYP . DOOR /WINDOW HEADER PRIMARY UN1T AND E . x .V . - $ N07ES: I. U3E REQIJiREMENT3 SµOU,N ABOvE UNLEB9 NOTED 07NERW18E. P .O . BOE 1202 �ell, Colorado 8 � 658 ,� ., i . bil3/01 � � 2 . REFER TO SEGTION 23 OF TI-IE 1991 UNIFORJ'� BUILDING GODE ��CIP 970- 476 -4506 F8Z 970 - 476 - 457.� � , � 200123 � � F� ,�o � T ��A� g�EAT��� �Q���MENTg FRAMING REQUIREMENTS _ :; d LOT 25, RESURD1VISlON OF BUFFER CREEK Neujal ► r arici ( � urinari , Itic . ,i_ ,. � � � �.c�. " � 1977 CIRCLE DRIVE, VAIL, CULORADO Structural Eugineers 303 - 377 - 273� . , , . , � 5 � � , s 0 � c aw �- t � : a r - - - _ • r � � � �+ _� _ . � � f - � :x6 al Ib "o.c. Zxb at I6 "o.c . � i ' S T4L1. 9TUD UTALL STUD W4LL RE InIFpRCIMCs 2R6 al Ib "o.c. � � aPn �ntEG °.�TUD W4LL C',G+NT 2xB TI�EATED , ll��potwnky � . GCNT. 1xb TREATED 1 PLOTE Wi ! � „o GNGUOR WALL BLOGKOUT ' � � _ 6 '� RE : PLAN 2 , _ b " f2 ) • 5 BLOGKOUt PLatE W� '>> "• GNGNOR �� " APA R.4TED - b' 60LT9 et 4t"oc . rMGx. � �: " QPA R.OTED FOR BL.cB � �MIN.) * � �MINJ '� REiNFORCING . � BOLTB At 48"oG. (MAX_? BNEQTHIf�s rCVERUAN�s WGLL 3i9" ! SNE�THING �7 " APA RqTED �� " EXP JT. M4T'L BNEATNING ' v �u a - a ���T� �.� tIN1�1N 4RADE GONCRETE 9LAB FINIBH GRADp � " + " T � G PL � WUCC FiNl9N GR.4GE � �'+ " T � G. PL7UJOOD ON rIFGDE ON GRGDE 2�6 at I6 "o.c STUD W.GLL �, � � -�'' �v� r � RE: PLlYJ `�' ' ILL PLAN ' • _ _ _ � � '�' � F'LAN RE PLeN '' -- - � � RE PLAN \ � R�: PLLW TOW � s � .'� � w � - _ t () ►'LtU1C> �, . * „ � �-� TO PLYiL r.0. 5LAB � , �� �� TA.W. � , , TOIU � � � c` Ul � � , m I _ ' • ` � GONT Irb 1'REGTEU � �' - . . , : � ,_0�� ' PLATE W/ ��� " • ANCNOR I ' EXP JT MGT' � S ` et Ib "., � - T �. : �� . - ,-��-, i �,r � , , � �� � . • BOLt3 ei 48"oc � MAy � ' . , • d x 0 At 24"o.c. . i �, ,, , �� iii� „ , ,o,sr � � ; A ' _, �� � � ' ON 2K6 TREGTEC `'• � ^ � roLaTE W; i.7 " � ANCNOR 9 ° � _ ' :� ` W GONGRETE SLAD pj � �� �M��'� u� COLTB At 48"OC. � M4X ! c1? � : 1 � 5 CONT. m � - ON GR.4DE � �+ � TOF' � BOT. � � Q l� _ ! j " CXP Jl MA ( l_ '! . i� ' . " EXP. JT MqT � � ? � • 5 GONT. > • 5 NORIZ. at Ib "o,C. � � ' � � ' • S N01RIZ el 1� "oc ' " D 1JGNQIZ at I: "uc. �1 - • > --- �. T .G. 6LAB . i:G+NrRETE 9LAl� • S vEFQr ec i : c �� b GOIVGRErE 5LaB TOP � BOT. • g vERT. et 16 'bc. � ' S �E1RT. et I? "oc �r.� ��Ra�- E �vv GRaG�E 4"e pEl�pRpTED DRAIN PIpE (2J • 5 CONT. � 1 � • D GON7 � ; � • I b r_ onit ry • 4 x �LEt 48"O.G. TOP l BOT. ry I TpP � e,Qf '-� _ . , � � F!E '''l.. �N 1PP � Bc.`'T , . -L- - - --1 �. F�E . PL,�yv _ �I � \ � � _Z,� .� • �6 „ RE: PLAN •\ � � • RE . PLAN 1 • ` , ' cr.• ' - - 1 O 3L. 419 RE PL .1N � � -- � T.O 3LdB `r , , �-. T.OF. . • '� �` 4 . � „�, • 4 x � � dt 48"OL. T.OF • \ Tf?F � x. -� � '� ♦ `e - I L � RE: PLAN � � ' yr. 6 .� � r,� T.OF ( � , � T,OF � (� . Q ,� _ 0 '1''" '�, � ; � Q . �p, ; Q �`''` - : �"�' -' . �c fi;; , _ �, q� , , .. _ �, - . . - : . I I _� . I -� . � - � �'r ' "k ' • 4 x �Let 48"oc * ti. ' • 4 x �Lat 48"oc \ \ . .V . r 4 x �Let 48 oc. �\ � . � ,.r� . \ '^ 4, g° 4 4"e PEI�ORATED "� `�' q�� o �'ERFORArEp ' • - f / ! � 4,� 8" 4" 6 " "� q�� b� 4� 6 �� 4 " e PEi�ORA7ED '^ 4 �� 8�� 4 " �6 �� 4"o PERFORCTED '^ 4�� 8�� 4�� DRAIN PIPE / - ; -- - � � DRGIN PIP� i / � � DRAIN PIF'E � i � f DRAIN PIPE � r i � i , _ 4„ � � , _. 4�� _ ,� , � � � � _ d �� � , _ 4n ! f / i / f f I� � FOUNDATION DETAIL 2 FOUNDATION DETAIL 3 FOUNDATION DETA ( L � FOUNpATION DETAIL 5 FOUNDATION pET,41L 3,4�� � �, .0„ c� 3i4" . I' .�• �,4 „ CNN�FER Tl'P. � G� 3i4" . I'-0° �� 3�a° . I' -m" L� 3l4�� � �. _m,� 7 7 J EA. SiDE FiNi3�l GRf1DE 2x6 at 16 "oa. . II�'-0 � RE : ARGH. 2x6 at 16 "oc. gTUD Wr�LL i, �� gTUD WALL GONT. 2x8 1REL�TED '�z " APA Rl�TED ��a " APA RATED �% " APA RATED 4T.OW. _ . a GONT Zrc6 PLOT� PL �tE W� ��7 " m 4NGHOR SN� t�TFJINCs SNEATNIn� - . BOLT9 et 68"o.c. FiNISH GRADE PG�TE2W/ ��z "�o QANGNOR SNEATNINCa "' � OVER�-IANCs W.OLL 3/8" ? 4xb a� i6 "oc. BOLTS at 48"o.c. (M4xJ STUD WALL �,. ,� T 1 G PLTWOOD ��z '. EXP. JT. MT�. � : p�,qp� � ! 2 ) • 5 GONT. � GONCRETE gLAg � � TA� � �` 2xb et 16 - - �� �EE W4LL � ON GRADE � 3TUD W.:,� . ' i � t I05'- P� I ��p �� �i� ,� T.� G. PLTUIOOD - ' �04' - 10 ��i " - O1 -S � 104�_ � " cv _ I� FIN18N CsRGDE 1� - � -.0. PL�"u.0. �xlm LEDGER Wi �� " e � � tfJ.W. � y � : RE: ARG�I. TA. W. i � RE : PLMI ANG. BOLTS aL 24"o.c. IMAX : • � T�� � I ° TO. BLAB - • 5 NORIZ at I6 "o.c. GONT �xb TREA7EG GONT 2x6 TREATED � • 2x8 at Ib "o.c. • � � i05 ' -rD � " PLATE Wi '�7 "o ANGFIOR � • PLCTE W/ 4� " e ANGNOR = � T.O. PLTWD. BOLTS et 48"o.c CMAX.) : : , gp�TB at 48"oa. CMAx.) : • 5 VERT. et Ib "oc. • 5 vERT et 16 "o.c. • 5 NORIZ. at I� "o.c. •. � �,7 �� , �,_ „ r ' • • $IMPBpJ • 5 �..�pRIZ at I6 "oc. ! dt I6 "OC. et SIMJ ._ ♦ � � �� „ � JB28 <n t EkP JT. MGT'L. � �. _ w II'lyy " I _J018T �� � I `� . i � �� • 4 x `9 et 24"oc. Q •• 0 . �� _ � GONGRETE 9LAB i �,7 ^ • b x le et 8"oc. � • ON GRADE J ,� 7 . , 9 NOR�Z. at i6 oc. �% ° ExP J7. MG7 'L _ 5 NORiZ. at ib "oc 2 , _� , r ` � RE: PLGN �n ,n • 5 VERT. at 1� "o.c. ;� GOr�GRETE SLAB � � �4 lat Ib "o.e. at SIM> '% " ExP. JT. MAT'L • 5 vERT. ee i6 "o.e. ' • 5 vERT, at i6 °o.a ` T. � FOR!-tED KE7 � �'R�� C� ) ' S GONT. CONCRETE BLAB O. SLAB � W GONT. 2x4 TOP .�ND BOTTGM GONCRETE 9LAB ON GRADE E Z � l2 ) ' 5 GONT ON GRADE /2 ) � 5 CANT. � c "s � 5 GONT 0 O } � • 5 TRANS. at 2a ��oe. TOP t BOT. _ � RE PL4N TOf' t BOT, _ ; i� _0 � Tpp � gpT ti y r - �,_�,� � . � , ' �, _� ,. �y " ' .: ro. 5LO8 " ^r r` � T ��. : ' • 5 ee Ib " o.e. ,�,., - � .� � � �,b- ti � ��_ , � � � � , : �- '• , O BLAB 1 � _ . . , �� �° . � _ � „ �. E4 W4Y 7AF. , � TfJF. TOF. �' , TAF. s , � T.OF - � 9 `r�f � Y. . - -- � > e � '� � � ~ . t . � � . ` ,. � �i � . -' . • �I ; .�:, - - � . - I - -- -- - � . � - - \ • 4 x _ � Lat 48"oc. � - - ` • 5 r �Let 16 "oc • . . • 5 � eL Ib oc � • ' � 4 ;L? . _ � K �� � '� � . r� � _ oa c cv� � � - \ . ' . .' 4" e PERFOR47ED '^ '^ / 8" ` 8" / 1 � -0" � iZ " � � � _0 ., 8, � -0 .� DRl.+IN PIPE j i 8 ,•4 � �' „ 4 �� 0 PERFORATED m t 1 / / � 8 i 8 � I _m • �' 4 '� o PEl�ORATED 2 , _8,: DRl�IN PIPE DRGiN PIP� / t � , _ 4„ � 2 � • 5 CONT, � ' -0.� 8,� 4, _0�� � � A � _ q �. / � . � . i s i i i i b _ 8�� 6 FOUNDATION DETAIL �1 FOUNDATION DETAIL 8 FOUND �4TION DETAIL 9 FOUNDATION DETAIL 1m SITE WALL DETAIL f S�t 3i4�, � � . _0„ j,� �� GH�1-IFER TYP Cj.t 3i4" . r -@ " C`F 3ia" . P -0' � � r � A 3/a�� � � . _0 � C� 3i4�� , �,_m. EA. 51DE �7 � 7 r FIN13N GRADE � RE : L�RGH. � �III' -0 �2 " � LIGNT FIXTURE � � � e CsUGRDRAIL IQE : ARGN. � " ( L � : AR�N. � "' 8° e 50N-O-TUBE N C2 ) • 5 CONT. I I TREAtED 3FdEATHING �,� " EXP. JT. M7'L. . � ��E gL ,d,B � � A�_ BOX OUT GpLUMN o � GONGRETE 8TEP9 BASE W/ TREATED !3 ) • 5 PULL HT. a RE : ARGH. 2x FRAMING ��� _m�� FIN15u GRADE RE : 4f�^tJ. 1r \ RE: ARGN. RE: PL/W TA. SLAB - • 4 r.o. W.aLL • . � , ' r� A.W v ti . �� � • � -�^ • 5 NORiZ. ac Ib "oc ���� " , . - - - . ,"-� ., '�� � . ' ' ~ � - - - - � r� � � • 5 �ER7. at I6 "o.c. FINISH GRL�DE r 2 � • B CONT. m • • a TIES at 16 "o.c. GpNGRETE SLA.B aDi -°' - • 5 et 16 "o.c. � � EA WA7 � c= � ON GRApE g�� inv ; � • 5 x 0 ae 8"oe. \ E O � � . / � . ,� GORDpN ,, L N � ' A1 e LL T . op"a,,, . �..��u�uiip��'i 0 0 2 ' - � " � a �- . �o`��a�,�.�isrEq•;yF �'': � � x � W C01�1T. �1X4 E � W • 4 X _� �dt 48"O.C. �`� �'s'� Fn � : � 6 �, ��� 5 �° s N � Z Q F01�1ED KET - z z = 0 0 LL � e � � - - • 5 VERT. ,GT = m w% 7�= � o � o �F� • 4 �or.�. � � . � � _5.� eacN co�R 14 SLAB ST� P DETAIL � r��f��q' ;�I� ,� �j � ��'•;o, : ° J C2 ) • 5 CONT. z c = • 5 ac 16 " o.c. � \ ?AF. - y�°4 1 ,., 'P ,,. ° 103' -8,� �v • ° �r: . � ?OP t BOTTOPI - `�I S� 3r4" . � _2, OI �P\„c E �, � . .�, . r�: P�nri _ b . e � � � , ' �:;;,,� „ �^, TAF. \ � , '` -� �L � n ��� o . , . . TA. FTG. , . .. , ,_ .,, m�aaa � 0 0 .. � . � . . . � � , � - � �d' + . . , ! '. . � 6 �� dt : J � � \ \ �\ 2 _ ; . , a�; . . ° -�, � � �, . � -� �= ' . .. �. . . � � . AXELROD RESIDENCE Neei/�ngen�aicer ��h�te�ts , L. L. r . 3 a E .:: w.. = 4��o PE�o�TEO " � ° PRIMARY UNIT AND E . H . U . llacid 11arw t �,.� i 1 ! � Fxti� e Ian � �.���er. 1J :l F04l�IpATIpN DE' .+ ! LS ° m � � - 0„ 8,� � _ ��,� DRGIN PIPE t4 / a f4�f ` u � . � • g ' - � � �2 � • 5 coNt. � ' '` � i � _4„ P.O. Boa 1202 Vail , Colorado 81658 ,� q ,.� 6/13/0i " � 3 ' - 6 " * f � ` - 8 ,. Tele 970 - 476 -4506 Faa 970-476- 457� a � I ) � f y �> r „jec� 2m0I23 v � SITE UJ,4LL DETAIL 12 FOUND �4TOIN DETAIL 13 FOUNDATION DETAIL � � CJ� s�a�� , r -m° 3,4., , � _m. LOT 25, RESUBDMSION OF BUFF6R CREEK Neu� ahc• and Gorman , Inc . a �:� w �� �D. a w �J' � 3 �a" ` � ' -m` 1977 CIRCLE DRIVF. , VAIL, COLORADO � �7� Structural Engineer� 303 - 377 - �732 , . : .,. , ,� „ � " 5 2xlm pUTiFIGGER9 OvEIFFRGI"IE 9FIADED et Z4"oc. ( t7PJ QRE.�. Wi �x10 et 14"o.c. OvER 9NE .QTNED ROOF - - '_ - I - ' - - � - � TRUS9E9 ( ?yP_! � - - - �y'� - - - - - - - � - - r- � --r - - - - - _ .--_ _ T - U3E PRE - ENGINEERED .�� . � ' �� � � I ��LE �I �� � ��7� rRU33E9 DE9iGNED ro PROVIDE 9IMPSON HZ.5 I I MATGN 9L01°E GNANCsE QNGHOR AT .4�L I i ' � , A9 ALTERNATE TRUSS BEARINCti TRU55ES N - - - - - - - - - T - - - --- - - - - r - ` r l� LOGATIONB ( TYP.) � i �— 4 . � - -�- - - � - - - - - - - - - - -- - - - - - - - - � I � s + . , - - - - - - - - -- - - - - — - - I I �v � J �; -, - - , I ���� � �� �,,� � �� ti I I , � � � � � � � , _ I � � � �'� r . � , . . : ; ' . � 'T — � _ _ . I I - - ; — . , � ! i s�o� . f . s�o� � � ' � - =A- ,�-- � � . -�-- -�—r � I I � �':o � �,�ss . — ' — — � �-- f � , ,�' � , �' I � - - ' ,T� PRE -ENCs. JAC'�iC � � � �Q . . r�� - � � / � �� \ � � � � � �i TRLS9E8 at �4 o.c. � , � bxl2 � �, CaN�pER TRUSS ' � � � J � � � � � J�� � � � � J l. . . I l'TTPJ RE : �DETAIL��83 � -� c ��"' ' '�`—. . � �- � � \ / I I I �- - - . I � I ', �\ - - - '� -- I r I ' � � 6 � � i ti+`0 � I � � � � ti � � I — � _ . , _ _ _ � - � I � � I � � -� + � � � 4 . - \ � I — / - - -. / . I / / I \ O - - . _ f . . �� l � l I � \� � -� ��< t � i � � i ��e,� , _ � a3 R� c,e � �ti\ %� � I I I \ ,\ a �`� - - ��" _ �- / I :_ ; ; � . � /- : � PROVIDE 2x12 � / / - - � \ � i . �J - � � { I - I \ � ip � � � ' y � BLOGKING G? RIDGE i I / \ / I 5-� I F ,,, / � f,r � . f- J I , _ _ _ � � � �� - - - — -�� � � ,� ,_- - - - -- a i � ' - � �2 � r r I I : � _ , � � m � , � � < �Wn i ' � 1 � � � � -er,� T�u�s � ��: . ' � I �� ' \ � PRE - ENCs. TRU33ES� t 24"0 � I � , ~ � S� � - - - - � - - - RIDCs� - - - - - - - - � - � � - - - - - � - - - - - - - --` - - -- - - - RIDCsEI - - - N / $'"�'� � � � s � et2d "oc. � + � � � � - ' A � � - — - / - -/e=- - � \ �� � l �m r _ ' �-✓ ,{ � `L� J� _��_� F- �j \ �,, `n � � BLOPE / \ � f ' , i f'ROVIDE 51MP30N H2.5 I / I � / � / � � � � I � � / \ _ � I TRU83 BEARINCa - � - .� / u i � / � � � � __ _ . _ ���j4-/ ; li � - � }� `� \ \ � WQ � �x12 / / ` � � \ �I � _ - - - ± i LOGATION9lTYP.) � � W ��� / � � I - - // { li \ \�L - -- -- `-'' � � \ ���A � � i s{g / / / � `\�\y� -- - -� � � / � I / � I �V( \ I ALL DOOR t WINDOW �IEQ.DER3 � �Qj \ I � � / � • � !#� I \�� I � � \ GRE TO BE �3J 2x10'e Wi 31NGLE I - f ; i \ - . . I � I . ) �- . �}� ��' - - - 4 �.' _ � 2x6 TRIMMER � KINCs 9TUD � I_ / - \ �3� I � I � / l,y+�� � I BLOPE \� � � r �* � UNLE55 NOTED OtNERWiSE � 6x12 / �IRf�ER TRl15S � ?+6 . I 7 ��p I1�+�0 �0 / l'� I . � _ . . _ (�i / � �y'F/-Y S'i . .� . I �— _ -� l^ ' �_ _ —`� . �/ . . � c � I '�� . ! 3� I . 'x9 `ryl / I \ �+6 / \ �ry, � A'� I I 6+ � �, I I � �ti� � � ,�l I I +� ' +� ��O ,� T �� I i � � � . _ '' � . .'p " vL. � . . _ _ — i � ^ � �� �`�.S I l iti � � � �,,� ry+ �+ — — + l� ! � � � �+� / / � 3 � 2xim +e � °� . . � I �? +� � I �p �p I � et 2 o.c. �. � � - - - - - - \Q ,� i -?7.S _" X , � i I I/ - - - l 1 1 x x \ 1 � I . `— ` � ry 4 4 ry �1 I•— � 1� — _, — _ _ _ _— _ _ � � _ �. 1v �� . � � - - � _ — _ m N _ — _ _ I - - - l l l � � � - - - �D �0 I �. I N ti A g � �� � I I N - - - = - - ' " CsdBLE END TRt195 I - I � - - - - -1 - -- -° - '- - �- - - - - -- - - = -- J - - -- - - - - - - 3J IPi ��x9 � i VL � . RP : DETAIL 2 � � � t� 6xi2 � � � I - - PROvIDE 2x12 I I . I I ��, ? I I/93 �3 BLOCKING AT RIDGE � - ' - r � - - - - - - - - - - �- - - - - - - - �- - �- - = - - - - - - GABLE ROOF � � - ]�C1 - - - L - - - - - - - - - - - - - - - - - - - 7 - - BR.ac+cer � g ' -0}��� g� _ 4J� " C3J 2xlm at Z4"o.c. � C,ABLE ROOF 81-�ED ROGP � � r RE: p$TAIL I/$3 S3 g�QpG1CQ? BRAGKE? TYPICAL ROOF DEGK NOTE : P RI MARY R 0 0 F P LAN - s� �� QPG. RGTED SNEdTµING, ExP09UREl, E . H . U . R 0 0 F P LAN IDENTIFICA71pN No. 32 /ib . NAIL Wi IrDd NAILS at 6 "o.c. AT PANEL EDCzEB AND SCALE : I/4 " . I ' -0" 12 "o.c. ALONCa INTE�'1EDIATE RCOF JO18T5. SGALE : I/4 '� . t ' -0" I , � - 'Y . 2x6 n � N bx6 5i8"ox8 " LAG- 3GREW3 ' ,�i � � (T'YP. 7 , � � 3 �� 00 .H�J - B�i,� Tc� d � � � � � I�e � ,� „ �,uaSNFRC. O i 5 /8" mx8" LAG - SGI2EW5 g GLUE UJ% PL40m CONSTRUGTION (T7PJ ' ,a, � � ` ' aruF � iv= .. � - < ._ � � � � c.i �� �. ,, ^„ _ � 12J ��i �� p TI�RU - BOLTB � I _ . , . . _ ._ . W/ WASNERS ' A � � � .. � bxl2 I I ' � v� - ' �2 1 6x6 ° o RE : ARGH. � � RE: 4RCH. , � . N U 2x6 bxb POST ����""���OR � � �,aPPE� wi o.���,``����NFG 0 o bxl2 ' � 4x6 ( 21 2x6 : �lr� �`�l �„� bxb =y��� y � gQ � bxb i7 PLYUIOOD �N>':" Q �?•O� o -' bxb P09T I % � � E •'PO `: II h � ��� � � Z o LAPPED Wi SNEATNING V I E W Q - f�-� °��'%Fp� CO`OP..° � ( 2 ) 2xb � �qnqnnmm��P��� �, 4x6 � ( 3) 2xI0 NEADER ° SPLICE TGYsETI-�ER i U U �S SNEATNINCaOD AXELROD RESIDENuCTET Peel/I.angennalter Architects, L. L.C . Roo� FR.�in� P� �w � PRIMARY UNIT AND E . [1. V . David !Nnrk Peel , A.1.:1 Kelhy 6angeuwalter. A.I.:1 __ Colorado 81658 , , ;, � ,, bn3�mi g Tel�e 970 478 -4506ai1Faz 970- 478 - 4572 � � 1 FRAMINCx DETAIL � SRAGKET FRAMINCa DETAIL 3 BRACKET �RAMINGs DETAIL a � ,� ��,���, � zmmis3 U � CJ3 3�a�� . r _m° CJ3 s�a^. r-m° S3 3'a�� . r _m�� IAT 25, RESUBDIVISION OF BUFPER CREEB Neujahr and Gorman , Inc . ;i �d»�, LD. � a w 1977 CIRCLE DRNE, VAIL, COLORADO 5tructure] Engineers 303 -377 - 2732 . r, �,• r 3 �� r g d 1 g4 l2) P�. "xlltis �� vl. I;:� "xlll� �� yL. - - : !!� �, ,� /!1 ��'� . ' - - - I . 3 � .�,1� � 4" MIN. BI6.'a. � �� P�4 "xl�1y �� v.L LEGGER W/ �+6 g4 _- -- _ _ 81MP90N �ry� . i , IN PCCKET � ga Si8" 0 4B. et � 4"oc : MAX. > WP113.5(0 /1188 � . BTEP rTYP - � - - — . , . . ' �Q' � - �3y ��. . . . � . � � � � - - - -�_�� T . ; 8 _ 0, r . . _ , ! _ . . : _ _ : � r � • r _„ - . �� � _ . _ _ _ � • ,`+b a 115 ' - 2�p " � u �n , � . . . l�y� � T.O, PL7WD. z , p __ ry . 4 � I 1'7l,ti+a � m ' -' 64 - . �� � � U ' 0 9Z , . � � ' -. � . - . . . ,� �9� uX� � ° VL . � �3/ °X� �� � `_i ��"T�J�� _ � � � L 4 � 4 'b �� VLJ g��„�Fj�J � 9 �+ , 8. _ . . . _ . �. �. . � � F�CrLTVb518 U = � � - . . . - _ , ITT� I$B . . j TYP.) X a ? � � � OPEN OR 8TD a] . , ��s 'x � l vl. � �,� ca • � .� . . � F� . G� II " BG �450 et Ib "o.c. � f,/ IILj ° BGI �450 at I6 "o.c. � � „+ ��''' � 9 � Br41R � bC Co�u�t �° � e l ^ `�, f� � � � � W I�X�� � � 3J I'�I4 ��y(�8 ��. J L _ ' — . " . - ' _ _ - _ � _ _. _ - _ _ _ . X fV O . .. � . _ ' . I' l .O. Vl . . 115 , _2u � � � P�J _$ ._ _ _ _ _.- . . =-�J�J I . W � ' r . „ ���1 '�' _ � T.0.8. . 115 � m ��� �� � 31MP90N - +i0 .� .� .�e ` _ ' < _ . - '��Cc B1 -'t � ' , rx I TY � V �h� +c -� _ _ - — _ = +6 I • + - - - i I ' �� ,L-�— , F ' l�l'4 „ . l�, '+b ` 0 �� ' • ( ZJ I'/1nXII� �� yl. _ 3 wi tp, �•. �1 I�a "xlll�lt ' l.. . - 5� � � � 109' - ���a " -t, r ' � I '�,ry+� . _ ,�GO _ ��'rxTlZyn y1 . - - - �4 ��x� n V�. � T.O. DECK - , - ; � � � V '� � � ` , - , p Q . . . _ . a. , .: V . . . . , � , . . _ \, - - . . q�'�Q Y' _ ,HATGHII�(Cs INDIGAT�3 ; , � iv -. , � , ; . : . - - . - , 0 i � � � y ' o � ; INTERIOR BEARINCs WALL 3 � � I > � � � i T7PJ �n - � i \� � - -, � g - - r � - - - � �E� 0 , _ I I i0g' - P,4 �, X � � Illy " BGIi450 at I6 "oc. � �� Ifl{� '� BGI /450 at I6 "oc. IIl{� " BCIi490 _4 �, .- �, � Y I � TIJ. PLYIUD. I + � r . , �' r - ^- et Ib "o.c. _ � � I ,� � � � � � , b �{ p, �� OO > � � �' + - 1 �ti+ " , � � •�+ z � � ,� - - : - , - � . _ _ �� � - - 1 �0 N �0 9 ry _ ,�y+ �ti+' + � � - i � .,�� �R � ,� „� �ry�� I OPEN Y �J" I v � '2 121_Vi9x11Y��� YL,_ - ry- l , l l ^ . �_ � � � � FOR , , _ , . . , r.i . i , ,. ' W I�x O1� � j � (j/4 ��x20" vl. STAIR cv � , � „ . � • _' `-- _ I11 � �� +¢��4 9T . . 2x1� ac 16 b,c. - - - - T, LY . � /., � � � TO �ECK 3? 11'L` g� 45r9 a IF, "�.c ; /�#b ,�+� ry+� ��� � +� i �'� I `,�� `�� I � g� � � � � E . H . 0 FRAMING PLAN ' , � _ — �- 3GALE : I /d " . I ' - 0" t ALL DOOR t WINDOW NEADERS \ ARE TO 8E !37 2x10'e w/ 5 �NGLE TYPICAL FLOOR DEGIG NOTE : 2x6 TRIMMER � 1CINCs STUD UNLESS NOTED OTµERW13E �q ° T 1 Cs 4PA R.4�'ED 9TURD - I -FLOOR, ExtERIOR � DENT�F�GATiON No � e GLUE W/ GCODR�GH PL40m GONSTRUGT�ON ADNES��E �GMD NAIL W- �0d NAILS et 6 "o.c. PRIMARY UPPER LE � EL FRAMING PLAN _ L� � QT PIN6TE�"IED�L�E�LDOOR'��o�s°"� SGGLE i ;4 � . � � _ 0�� - � � Oh11T ( U 2x10 AT $�IM. viEw a - a 2x6 et I6 "o.c. STUD WALL lTYPJ SOLID 2x BLOGKINCs cv ',� " APA RGTED °^ $LIEATHINCa �ii " T. 1 G. PLYU100D � � _m�, 7x6 TREATED nl'Le " I -J018T / � � DEGKINC, Ibd NAIL9 et 12 °O.G. 3/� " TeG PLYUIOOD � i, �� �y �� � RE: AIaGH. A ' 1B07N 81DE9) f � � ��•4 ��xii� �� VL. J i��k '�! � -a° � RE : PLIYJ - _ - - - • RE: PLCN RE PLMI � - - � O. BEAM I ?.O. DECK �� T.D PL7WD- '� - ' a;{ �� 'f1Cs PLTIL�OD I � TA PLTWD. .� � , _ - . . .� � j , � I . . . . ,q7)END OF 2g10 I L RE: PLAN � - <� - - �j _ ' -, - _ _ _ - I 7.0 PLYUID. ,p � `� GON7 - - - - Iltii " � -JOIbT - _ _ - - `O o TREA7ED � , at Ib "oc. °' 2x10 RIM I I I a°, °-' i SIMP30N ITTII.88 _ (� J I9/4 "xll�.y " vL. I � o � ( 21 2xi0 at ib "oc. I I � ' RE;P��OR 31ZE ° 2x10 et I6 "o.c. et 51M. � I, � 51MPSON ITTi188 °: .°: ( TREATED ) I � �� _ 3/ib�� l„ � � . `�.�����;���ORDpH�NN.,,� Q o I II � I J019T I I , ��4 BENT SADDLE GAP \ .`� � '�ST°°•N �'% 0 o I I I I[' W/ (2 ) ��a ��o THRU BOLTS � �e�,°��'i fqF. G � ry 8' - 0" CMIN.) ( 3 ) 2x4 3TEEL COLUMN _ � III , ._ - g '� 4' -0" (MIN.) 4T SIM.-- -� RE: PLAN FOR SIZE _ N eo ,� , � � = 9� �� � lt' 1 � � = •`�: , ,,,,, ,F� 2 FLOOR FRAMINC� pETAIL 3 '°�---,,, Z ` � FLOOR FR�4MINCx DETAIL FRAMINCx DETAIL 0 � Y LJ"� 3i4" . I ' -0" CJ� 3 ,4 �, , 1 ' - �" �� 3 ,� ,: � . .. �„ v U � � AXELROD RESIDENCE Peel/Langenwalter n��h�te�c�, L. L. C . F�,�� � � � PRIMARY UNIT AND E .H . U , ���„ �� �+a�� ��e��� , �.I.a. htl��,v Lflugenxaller, AJ ;L _ _ g P . U . Box 1202 Vail, Colorado 81658 ,i ,, , � b/13/fd� � Tele 970 -476- 4508 Fas 970- 478-4572 . a � project �001I3 °' IAT 25, RESUBDIVISIbN OF BUFF6R CRBEK Ne �ahr _ and Uorman , Inc . .iru.,� �t�. V v o L 1977 CIRCLE DRIVE , VAIL, COLORADO Structural Engineers 303 - 377 - 2732 � , : ,.�. , � „ r g dw I - — l4 ' -m " ,, I I 18' -m�� - - - - 3� � �' - . 23 ' - F, �' - - - - - - - - -- - - - - i I4�_m�� * b ' -0" , i �y � _ 0�� _ - -�' I 'fi - - - - - �, � �' �' TAF. I II , Im3 � _8�� • g4 � - 0 � ' -0' '� I ' - 0" I ' - 10" T.OF. TAlil. tALJ. TfJ.W. 7.OAUjI I � BTEP T.O.LU. TAAU. 9TEP T.Of. 99' -1 109' - ili� 1�2 ' -9 ^1 '' ` 1m9' - 11 �� � IiZ ' -b ,, 115' - m 3/8" ,� . . - - - - - 24� _0,� - - - - �, e„ _ � _ ; I �� ' �� �.T. �.. - '`- - - - - � - r�� - - ' , � R . -- - - - � ' - - - . . . . , - - - - - r - - - - - - - - - '� t.OlU. T.OP. 91'EP T.OP. � TAF. 8 0 2 . _ m�� d�_0�� � __ — . I 3 . 99� _-� i� I �y 105' - " e�'- " I -� s S" 99' - 1 ' 94 � � 9T P T.O.IU. i / , . � 7.OF. 115r0 3/8 - - - - , 118T6 3/8 0I - - - _ � - - - - - T,Of. 3 I Y I I I xl0 LEDGER' ' � _ - � el m � - � 104' - I'� " °-,q „ i „ 9TEP TAF. - - _ _ - _ d i , _ �� .�- - ; - � _ a � y � � r , ', _ _ _ _ _ _ � � — _ - 4 " MIN. BR;s . ° TEc tr.` .,U = I � � � _ w. �, . 0 � ' � � w k — - - IN POGKc - r, � ' - - - - -•- - � -� I I a . . \ � I . �i =Q��I I I � N � � N III' -m�� �� � �STEP L.D.IU. . c0 y , `�� °� I - _ . `,. BTEP TA.UJ. � BTEP T.O.W. , i T3Ul1J. I � 9� 5° UNREINF. CONG. U �, � 14 100� _m�� `rl 9 � • I I i I n FD. � 5" UNREINF. CONG. �.I i ' � � 9LAB ON CsRADE I � T.UF. 109�� " SLGB ON GRADE �' I � I RE I�ORGEMENT � _ , ~ ! TTP.) g4- - - - - - - - 8 �� , ( TTP.J U - - WHQ�PEG�O FIAGE ' 0 ' T.D_ SL,GB 'n I 84 --- - 4 imm�-m �' 99' - � � - -� I , ; � - � � r.OF. , - - - - - � �� \ I OF UJALL LGP RE �t�. � � 'i 96 ' 2 " �' 1 � � 100' -m � - - GJ. y 1�i"x?Fi4"rV�.- 104' -b � �� ME3N 4m"_ ' � I I 12 - im I StEP T,OF. , . � T.O.W. � STEP T.GF � _� T.O. SLAB � ( f � �' • T.D. 9LAB � TO.W. � II II 9TEP T.O.W. � 9 -10" - --- -- �� h - - - - . - ' � : I - _ , I - -- - 3 - - - I � , 0 , im2 � -9° � oo�NG SGHEDU E � o- - i _ AT PERIMETER II5� -m 3B° I � • � . 1 I � MARK REFER TO ,�+ - � - : 0 I �i � �,_m ,� _m . � �m�-� - - - - � - - � �3 � _my4„ , I 7NI8 BNEET FOR 81ZE > � �� �� 9' - � �4 I l � � _ gg' -6 " � • - � I � � 4ND REINFDF�INCs I _ I � , �+ - - - - 9' 104" -3�b " y q� _ d ° I T.U. SLAB � DIAMOND 3NAPED i m U X I T.O, 9LAB TDF. 0 � $" � ,CT PERIMETER ' I I S4 O � W - 4T pRAIN9 I I(d4' - IZi " ' _ ' - 7 � � = I STEP T.D.W. '�' GLOSUIF� POUR TO � O 105 ' - i�j " ,y ' Mi � I 0 � Pou+ee� aFre�e r.o. i'u.e. �. c�. � i e e e � c �. � i ry � i 1 GJ. * � I _ �, p ' _ SLAB HA9 Gl1RED � �- T.0111. 11 FD . FD I � rv ' � I 6 "x2 ' -6 "xl ' -0° �- �� - 0�� ��� � I! FD e _ � . � � , ;, � I - q 4 1 " ITYPJ � � 104' - 10 5/B 9TEP ?.0111. � � TNI NED 8L4B W/ �D• - - ? , � � a � 4'� 4 , gl (99 - 3 ) � INDIGATE9 TOP OF '� . O i x1 �i " ' V.1.. _ I � ' G� � 2 � � I 8 ' PAD FOOTING I \,� '' W I 8 ELEVATION CTYPJ �y+ � 4 � — � °v4 l9) � 5 EA. WAY ( TTP.) T.OF. � ,yl L 2x8 at 16 "o.c. � • � I SI a+ l � I �1 _ f " I �q " DEEP CONTROL JOiNT I , _ „ =,r � r � �' I 14 i � I 7.0111. T.O.W. 54 i � STEP ?.OW. l99 3 ) =,r TOOLED IN 9LAB WNILE m ' i � `� I � � � 99'- 3 �7 ' � � - - 110' - I 9/8" I 101 ' -0" I � � � - � '� ' < STEP T.O1JJ. I ?.O. SLAB BTEP T.OF. 0 I ^� V GONGRE?E IS STILL GREEN �- ;� I I , V � HOLD T.O.UJ. DOU.N � AT DRAIN iv _� ✓ CTTP.) t4' -- - - - G1VD POUR 3LAB � I � - - - I g4 I � eD I '� - � � . i� OvER A7 SN4DED � TU. PIER � � i 6 I i � IB' - 3Y4�� 15 ' -8�j' I 8� _'1 �� �4 � T.OF. AREA9 (TYPJ � - 9 � � � � I li , �r - - - . � - - i - - _ . _ - - - -- � STEP T.OL1. 2 � � 9 � ' 99, _� �� r � � ' ��'� � 1 ` 104 ' -61,i " I 13 I g� i 34 � � � � _0 ��x� , _���x � ' - m" �nl TNICiCENED 9LAB W/ � DABHEd L �NE B?EP T.OF. T.O. SLAB � � � � I TAW. I i, � I � I I � _ l3) � S EA. WA7 f7YP.) - �Q � >I INDIGAT�S _ � ,� -��- �— - t 100� _ m�� I � TD 9L �4B ' � m "� 3 �' .' WALL AE�OVE - - - Y SI X CTYPJ � - - � _ � - '� r� O ' ' ' � �t t0 I � I�A 3" I I � • =y I BTEP T.OF. �� I I • - - - - � � , ' 11 •l \ � � � - - - - - - - - - - -', � TfJ.IU, a i rT _ _ ,.. _ � � - —� - - � T.OIU. T.OP. f 'I - - I . , . - --�. - 'h 0 �' -��� % ' -2 r - 96 Z I 10m - 0 ' - � r �l,y - -- - 104 ' - 10 5/8" I I T.O.W. I 5 � � - - - - ,a'- - � I I � ^ I T.OF. T.OF. 5 0 I � 10m -0 � 96 2 , � i 6d � '? � I I `- I � - - ! � 99'- � �� 101 - 21fi < � 4' I 2' -0 I T.O.W. 103; -m � � 1 / _ I — � a STEP � _ � I gTEP T.OF. � l. _q�� T.OF. � 94 S4 � � �� 94 " � 94 � � � / � - - - �r -�- 95 - 5 � 4"e i°ERFOI¢�tED ` '" - - _ - - - - - - � 9TEP T.O.W, I �� i I B� _9�� 3 � _m�� 3� _8�� 9�_3° _ I . Yr T T �' i 2 ' -8 f -- - t - f �' - - -- - —�Y 6 EP .O.W. ?AlU. � PERIM�TER DRGIN dJ � �i � , °� "1 r - � � . 9LOPE TO DA�rLIGHT _' TAF. , 09' -5 �? , � TpF. i 11 X �4, _ 0„ � � 84 101' -(� �� .\ � 84 99'-T, - - I RI0' -0" 9TEP TAF. 4 o PEt�ORCtED I �' � EA.. SIDE i II 3�LOPE TO DA�TLICsNT ,z ,2 T �w. E . H . U . FOUNDATION PLAN g4 SLOPES DOUAV ' I � 34 ` RE : ARGN. NOTEB: SGALE: I/4" . I ' -0" ' 7.O.W. L DOTTOFi OF FOOTINGS MU9T BE LCG4TED G MINIMUM � � SLOPES DOILN _ - _ OF 48" BELOW FINI9HED GRADE. FOOTING ELEvA?ION9 I �I , 1QE : ARCIa, SNOI,LN ARE BA.°�ED ON GRADE INFpR1"1,GTIpN 3UPPLIED II STEP T.0111. / i `BTEf' T.O.W. BT TNE ARGHITEGT. IF DIFFERENT COND�TIONS EXIST 9TEP T.OF. NOTIFY THE STRUGTURAL ENGIPIEER / ARGI-IITECT FOR FURTµER INSTRUGTION. �i � 4' -�YB�� � - -9 -3g/811 ,r � � _g3�4 �� 8' -83�4'� � f �, ; 13� - ��" - - - � - 16 � -6�" _ - - - - - - - - , � � - ��� _ �8� . 3„ � . _ ,m,�,� PAD FOOTING SCHEDULE 18� _ ��� �� -6 �� � _ 23� _b �� � �` - - < - - - - h1qRK $IZE I� II�F' �:,ING _ ZZ , _m�, � ,, _ - - - -- - - - - - - - - - - - _ O Y ' -8" x 2 ' -8" x i' -0° C3J • 4 EA WAY FOUNDATION PLAN / ENTRY LEVEL FRAMING PLAN O 4' - 3�� x <� _3.� x �� _m,� �5 , • g EA. �Ar �, NOTES: 3G,4�,E : 1 /4 " = I ' -0" I. BOTTOM OF FOOTINCsS MUST BE LOGATED A MINIMUM GOLUMN � FOOTINCs OF 4H" BELOW FINISHED GRADE. FODTING ELEVGTION3 N " GEIVTERLINE SNOIW ARE BA9ED ON CsRGDE �NFOI�"IATION 9UPPLIED � BY THE ARGHIT�GT. IF DIPFERENT GONDITION3 EXIST � � NOTIFY tHE 3TRUG7URAL ENCsINEER / AI�NITEGT FOR ., 3"o gTD. PIPE GOL. F1,IRTNER �NSTf.'11GTION. ° I BASE 12 5/B x i0 x (d' - 10" a I I W/ ( 4) 5/B"o ,4NG. BOLTS g g ^ I I DIAMOND 3NAPED i STUD WALL � I GLOSURE POUR TO BE � TNIGKENED SLAB `" � I I POURED �TER CONG. � � SLAB HA3 GURED. I - C3) 2x4 fsI�IJCs BTUD I I GONGRETE SLAB c u I I ��i ° ExP. JT. MAT'L. � ' ON GRI�DE v - � GONGRETE SLAB 81MP30N o E - , � � ON CsRAl7E I ��i " GONTROL vi U 3/Ib" " I I �� ; JOINT ITYP.) ��o�"`���pRDO�'�i���'/'�i 0 0° � I , I � * imm, _m�� -- . , � _ ,��O�a�Y� '�si'Fo_��Q�vyc I00� _0" a '� EA •. G 'ri „� � 7A. SLAB � . , , � tA. 9LAB . = e �/S�� N � I I - ' — — -- , — � , . . :�755 W:�, 8 v � � _ � I— � I — . . -� �� '� =v'� :F � �r. _ � o r, - - -. � _ . _ � v/�, � �' �: . . O . . . - ". � �• ' J . � . . � 1r�6' � � 0 � . . � �-- - . Z � _ � � - -�'Ir — - - , � F� F�����'•PQ���•• � 0 � . . KI I `_� � . "'nnnn nOqUOo\\\\ E , . . �i�z �� SµIM AND l3) � g CONT. � - I ti . . . NON-SNRINK GROUT � ' EA. WAY � - . � • : . � •. • � . ... . .. AT SIM.) GT gIM ' � 'k = �. W ` � � _0�� Z ° m *�t' -3�� �` rr - 3 �� ' AXELROD RESIDENIICTET Peel/Langenwalter Architecta, L.L. C. �,,�AT�� P�nr� � I FOR FTG. SIZE � � ��. PRIMARY UNIT AND E . II. V . Dacid Mar� F'eel , A.L�1. Kalhy langenAalter, A.I.n. � � �: P�crr ` P . O . � Bos 1202 Vail, Colorado 81658 a�i� bn3imi g Tele 970-476-4506 Fai 970-476-4572 � � 2 tHfGIGENED SLAB �E7AIL projecC200123 a � FOUNDATION DETAIL ` IAT 25, R6SUBDMSION OF BUF'FER CRBEK Neujahr and Gormaii , Inc . � i �.: w , � ;. D. � � S� 3/d" = r_m^ $ � 3'4" ` ' ' - �'° 1977 CIRCLE DRIVE , VAIL, COLORADO Structural Engineers 303 - 377 - 2732 � , , ,.�f i „ � 5 o ' . c aw _ , �,. ,. . . . .: . r-i . _ , ` ... . . :. : . _ ' ; , . .. . � � ' . a _ � � - - ._ . - -�� . ..r• . - .- _ . . . . . �. . . - - . - .- � -:r - '{ . a� - •� � _ �. c �?ry - ' .' . , •,..� . -- . . � a� Y. `'1. .t ' -• : � � v � . . - r.,ra�. ' _ . . �� �j ,�- , -�v � • . _ v w^` ' k, _ r Y". • 1G.. .�- 7 . . . r .r � . . . . . I . . - . . . - . r . . " r . . a�/ . . _. �LJ y�?" Lc �'i � ��l'�P}.'1� - � � . � . . �. � � .-: - � . .. . . . � . . , . r - A. . - - . - � . � . . . � . . `[ . . . . . - . . . � - � S � , � � . �S' - ,�,. , - - - ,} -¢ - .i ��Y. �, . r-_ � . . n � `-�-�.'_�.' � 1 - . Y . .s � . . - . . . � . . . - . . '� ', • _ . . .r�� 'i i� `:rs . �. .-x '� � ,+ . � s. i k' �f• . . . . . r L Jri�- f. �, �� : � 7` �- 7• '�5 f . � . .�i' . . , , [ Y � r . . . . . . . " 9 . �Y^' � . �'t � . �,� �: .b: , . _ �_ � - � � . . 7sT� ' i _ . S � : .c . _ �...• - , � �. • F w - F i `- ...+� �.i � . � : •�. . '�, >#"' . ., . . : . _ � .. � . . . � `. '" , ' , . � � ". .• � , � , ' .. '� . . . _ • - • , . ' . " ' i . _ � . ' c L • . .� , � . • . � a.. �r . ., .. , . . . .,_ . _ . . . . /�yf �.' ,? - . _. � • �. . �,: '''. . - - ' _ . . . . . . . - . . v _ _� ' _' _ ' t n - . . � . � � . . _ �.. � . . � . . , _ -.. - � .. � i . - � . . : - �r '. � � ` 7 : . '_ ,. - � • � . . • . • . �7 . ' Y� r�� - . �.1 • - . �. _ - . t� .i � �� ` : , r . u�c..a., .N��� ,�-X�. � . - . -�'. : . _ r� dY' L�! � :s �� • . . _ _ . c . . . . . . . . . � . . .. . • � - _ . . . . . . � . _ . . . _ . , i . . _. - r.�� ' .. yf. r� : . _ � '� �. : . � . . . e�.. �. . ... _ � t7�� � r� �L'a+. -� '- . . c �ki '; . . . . �. . . . . '� , - ; .. . - . . . , , sa . ± . - '' '�*t `�, . � . . - . � � . 3 Z , 6 6 . � �T 1T 8.� 112 � I / '�� , Composition Shingles � I Composition Shingles � �. � Beam End � � (� ?ac Wood Fascia 2x Wood Fascia Wood `. r-r--t ! &adcet � �- ' W� � � 1 � Bracket ` � etal Railing Per Code I ' � � '. Metal Railing Per Code S�� Field Verify Design O i . Fie Veriy Design i - ' � '� � � � � '� i ; �� i y , � . - - - � i Wood Fascia t� -- - Beam End 2x Wood Fascia ++ - -- - gw� Wood Window i Stucco Pier with Stucco Pier with Box Per Owner Stucco Pier with Stucco Pier with _ � � -- i I � Stone Cap St e Cap Stone Cap, Lamp Stone Cap, Lamp yy� Bracicet � _- � � � �j Wood Bradcet - - - � _ � . --- - -. = � r-- - � `�-' `—" 7op of Fax�dation WaN �--- -- � � - t ,I -- - - - - — --- -1 Stucco Fence , _ _ _ _ � . � Bracket i10r��,�„�� � ��� Stucco Fence � - - - - -}-�--t , l _ t Finish Grade - - - - - - ---- - _ - ._ - _ - - t�- — i ~ Pattem w/Owner � �-- --f- ' Finish Grade 1���' � Wood Siding Verify 1 � � Conasbe F ' re: Struchual ' ' � - _ __ . Concrete Foo ' re: Structural - - - — -- - °°a"g — -- - — — — �+ � -f- � � , �s ' , -- - - - - . . _ - - r- -- — -- - - — -- -- — — — — - -- -�— - -- - — - -�- --� --�- �' '_ T- — - - — -� _ _ - _�- — -- - �--- - -�- +- — �--- - - � — -- -- - - - - - - — — — — — ----�- � i � -- -- - - - - - - �--- - -+- 1 E. H . U . SOUTH ELEVATION � �a°= � �-o� 2 E . H . U . EAST ELEVATION � ia��= � �-o�� �. 2 � 3 . 6 6 � �72 ' ' 9/12 , � I I �— -; I , , � I � I Composition Shingles Composition Shingles I � 2x Wood Fascia 2x Wood Fascia II � Wood Bradcet �8 � 6 � � O � Metal Railing Per Code \ ' _ Field Verify Design - - � Wood Window Stucco Wood Vlftndow Stuc,co Box Per Owner Box Per Owner , �� , O Top of Foundation Wafl `� i - , Finish Grade - - -- --- - -- — — -- — - - -- ��� - - yyood �- - - - -°?o ou _ atwn_ - - Bracket Pldl ��^ a� ���` �� � Finish Gr�de �Jr-- � Ic �+14/O�,i� �/v�07°�,�,,, -- -- - - —} � ', I I �_ Conaete Footing re- rai-- - - j- Concrete Footing re: Structural �--� -f— - - ---- -- — - a- - --- — --- - - - - — -- -- � — ' , +-- - --+- I ' GENERAL ELEVATION NOTES � -t-�- - - --t -t- - - - - -�- Building elevations are for graphic illustration purposes only. DO NOT SCAIE DRAWINGS ! Refer to structural engineering drawings for foundation wall steps, footing depths and footing steps. 3 In the event of questions regarding the vrork or discrepancies in the drawings, notify Architects E. H . V. WEST ELEVAl'ION 1 /4"=1 '-0" 4 E . H . �J . NORTH ELEVATION 1 /4"=1 '-0" immediate{y. Do not proceed with work until all such questions and/or discrepancies have been fuily resotved. AX E L RO D R E S I D E N C E Peel/Langenwalter Archite t REISSUE DATE: 5-30-01 David Mark Peel, A. I .A. Kathy Langenwalter, A.I A PRIMARY UNIT AND E . H . U . P. o. BoX � ZO2 Vail , Colorado 81658 daterj •� �o � Tele 970-476-4506 Fax 970-476-4572 P�oject � � Lot 25, Resubdivision of Buffer Creek drawn KL 1977 Circle Drive, Vaii , Colorado sneet � of S � � _ 3 1 4 5 5 5 ,6 5 � � , � � � � �, st�cco ��` Composition Shingles � � � � � �_. � Beam Ends �_ �; Stucco \ ? • Composition Shingles i/ �� / S�� ' Beam En � \ � -- - - -- __ 19 � - .� - �_ � , , _,_ _:---_; � — _� _ , Wood Bracket � { � � � � k � I I ' i � - �� - i �� ' � � �; �9 15 ti 16 �� " � � �; 2x Wood Fascia ' Stucco - ii - Retum 5tucco to Metal p � � E . H . U . DOOR SCHEDULE PRIMARY DOOR SCHEDULE � 5 No. SizelThkns. MaYIJCore Hardware Room Remarks No. Size/Thkns. MaYI./Core Hardware Room Remarks 1 . 3068l1 3/4" Wood/SC Storage Mechanical Room Fire-rated, self Gosure per code 13. 5068/1 3/8" Wood/SC Passage Bedroom Closet Pair French doors 2. 2068/13/8" Wood/SC Privacy Bath 14. 2868/13/8" Wood/SC Privacy Bedroom 3. 2668/1 3/8" Wood/HC Passage Bedroom C{oset 15. 2868/1 3/8" Wood/SC Privacy Bedroom +�12 � 4. 2668/1 3/8" Wood/SC Privacy Bedroom 16. 5068/1 3/8" Wood/SC Passage Bedroom Closet Pair French doors � / i 5. 5068N 3/8" Wood1HC Bi-pass EnUy Closet 1T. 2468/1 3/8" Wood/SC Privacy Bath '�� I 6. 3068/1 3/4" Wood/SC Entry EnUy Curved top custom door per Owner 18. 1868/1 3/8" Wood/SC Passage Linen Closet 7. 2868/1 3/4" Wood/SC Entry Garage Fire-rated , self closure per code 19. 286811 3/8" Wood/SC Privacy Bedroom 8. 9o70 Wood/SC Operator Garage Overhead garage door, wood siding 20. 5068/1 3/8" Wood/SC Passage Bedroom Closet Pair French doors ' 9. 2068/1 3/8" Wood/HC Passage Bedroom Closet Pocket door 21 . 2468/1 3/8" Wood/SC Privacy Bath Pre-Engineered Trusses ; _;� 10. 2668/1 3/8" Wood/SC Privacy Bedroom 22. 2868/1 3/8" Wood/SC Passage Storage Top d Wall Overhang Measured from � • �* ^ -,�- - - -- - - -- � 11 . 2068/1 3/8 Wood/SC Privacy Bath 23. 28 /1 3/8 Wood/SC Passage Crawl Space Field verify height Access from � : Wall Framing to Outside Maater Bath i >- � Edge of Sub-Fascia, Typ 12. 2668/1 3/8' Wood/HC Passage Storage 24. 2868/1 3/4' Wood/SC Passage Mechanical Room Fire-rated, self Gosure per code AtfiC I NOTE: Verify door sizes, styles and finishes with the owner. 25. 2868/1 3/8" Wood/SC Passage Under Stairs I Z6. 2868/1 3/8" Wood/SC Passage Laundry Pocket door 27. 2868/1 3/4" Wood/SC Entry Garage Fire-rated , self-closure per code __ � Top of wa�l__ _ _ i 28. 2880h 3/4" MetaUSC Entry Garage Half glass light Stelf I' 29. 18080 Wood/SC Operator Garage Overhead garage door, wood siding �� RaiGng r � Opening Handrail Per code ' 30. 2880/1 3/4" MetaUSC Entry Garage Half glass tight ' ; � � ' PerCode ; GENERAL SECTION NOTES sz. sosor� �a° woodisc E�by E��y Curved top custom doorwith � � � ' ' ; i Entry POPCh sidelights, per Owner , � , � _ _ - Building sedions are for graphic illustration purposes only. Verify all structural � � " __ members, materials, and details with structural engineering drawings. 33. 2868/1 3/S Wood/SC Passage Entry Closet � Patio KitcNen � ; -- � � Meta1 Handrail Per Code 34. 2068/1 3/8" Wood/SC Privacy Powder Bath DO NOT SCALE DRAWINGS! Dimensions are to the face of sfructure unless T� a �� ' � ' Stair ___- . . i � Field Verify Oesgn w/Owner othervvise noted. 35. 2068/1 3!8" Wood/SC Passage Panty Pocket Door EL 710'-7 3I4" ' - S�ope Porcf►.�, In the event of questions regarding the woric or discrepancies in the drawirgs, 36. 5068/1 3/8" Wood/SC Passage Master Hall Closet Pair French doors (8036'-7 3/4' _ _ _ ' � -- %'/i ' ;:�- � _ noti(y Architects immediately. Do not proceed with work until all such questions 37. 5068/1 3/8" Wood/SC Passage Office Pair poCket doors �� and/or discrepancies have been fully resolved . - {-- � ��\;; � � 38. 506811 3/8" Wood/SC Pnvary Master Suite Pair French doors � �� T� � P� �� `�, �` � 39. 2868/1 3/8" WoodISC Privacy Master Suite � �� ti - � `�' T - - .. � � -� W 40. 2468/1 3/8� Wood/HC Passage Master Closet Pocket door � � � Handrail �� 41 . 2468/1 3/8 Wood/SC Privacy Master Bath , f � Per Code , ., „ �' , L I Storage � 42. 24 !1 3/8 Wood/SC Passage Master Bath/Attic Field verify height � - � ' � y � � �amit�� � ' � '� F- --_ --_ Beth r Steps on �rade, s�ope v:'ir NOTE: Verify door sizes, styles and finishes with the owner. i - � ; ��- '= � . Verify F�nish w/Owner V � II : ; Showe� 7 Treads � 12" '� � � 'I E . H . U . EAGLE WINDOW SCHEDULE �couNTRY B�ue cu►o� i ropofSlab � ', I � � i � --- - - ! i I EI: 100'-0" � '� �- -- . i � � (8025-6") � � ---- -- � ' ' � � x - - � - '" � � - Fur ouc and insuiace No. Nomenclature Divisions R.O. W X H Remarlcs =� Fur Out and Insulate � Concrete Walls, Typ. � Access to stor 1 . CMT 2640-2 1 V, 1 H 5'-0 1 /2" x 4'-0 1 /2" Egress Concrete Walls, TYP. Below Mudroom 3. CMT 2034-1 1V, 1H 2'-0 1 /2" x 3'� 1 /2" 4. CMT 15 'h 34-2 1V, 1H 3'-0" x 3'-4 1 /2" 5. 2612 Radius 2'-6 1 /2" x 7'-2 1 /2" 3'-0" Radius, 10 5/8" Legs CMT 2660-1 tV, 1 H 6. CMT 2640-2 1 V, 1 H 5'-0 12" x 4'-0 12" 1 SECTION ENTRY/FAMILY 1 �4"= � '_o" __ ' 7. FRS 50610 � v, 2H 5'-o v4 x s'-� o � �2" French Sliding Door 8. CMT 2640-2 1V, 1H 5'-0 1 /2" x 4r-0 12" Egress 9. CMT 2034-1 1V, 1H 2'-0 1 /2" x 3'-4 1 /2" 3 2 PRIMARY UNiT EAGLE WINDOW SCHEDULE �couNrRY e�uE cu►o� 6 `. 6 No. Nomenclature Divisions R.O. W x H Remarks '� 10. CMT 2650-2 1V, 1H 5'-0 1 /2" x 5'-0 1 /2" Egress i 11 . CMT 2650-2 1V, 1H 5'-0 1 /2" x 5'-0 1 /2" Egress ' 12. 5012 Radius 5'-0 1 /2" x 5'-2 1 /2" 5'-0" Radius, 5 7/8" legs, Egress CMT 2640-2 1 V, 1 H 9f12 �+ 13. RCMT 3030 1V, 1H 3'-0 1 /2" x 3'-0 1 /2" Radius Casement ,�f Pre-Engineered Trusses i Pre-E►gineered Trusses � � 14. CMT 2626-2 1 V, 1 H 5'-0 1/2" x 2'-6 1 /2" � � 15. 3020 Radius 3'-0 1 /2" x 7'-0 1 /2" 3'-0" Radius, 19" Legs � wdl - - - ---T°p °f W�x - --�-- - - �- CMT 3050- 1 1V, 1 H . � I � r- - - t -- -- - 16. 3020 Radius 3'-0 1 /2" x 7'-0 1 /2" 3'-0" Radius, 9 9" Legs � I t-- T- -, E a � - - � • _ i „i.,,� CMT 3050- 1 1V, 1H W� �'"� - � � r -!`overhang Dimensioned from 17. 92Y:20 Radius 9'-3" x 10'-0 1 /2" SidelighUHinged Patio DoorlSidelight � ,�T �OVe � Wall Framing to Outs+de FDI 3080-3 1 V, 3H - Deck Living �;�r,g =�, ; �Citcti�in/Dilnjng Storage Bath EdgeolSub-Fasaa, ryp. � g, CMT2650-2 iv, � H 5'-ov2° x5�-o � �2° � ' P� �- \ 19. 3012 Radius 3'-0 1 /2" x 6'-2 1 /2" 3'-0" Radius, 9" Legs Top of Ptywood \� �Field Verify __ Top of Plywood � Kilchen CouMertoP � I I Top ot Plywood CMT 3050-1 1 V, 1 H EI: 109'- � 3/4" �� $�1� Countertop VY EI: 109'- 1 3/4" Above Stair _ __� � ' EI: 109'- 1 3/4" 20. CMT 2050- 1 1 V, 1 H 2'-0 1/2" x 5'-0 1 /2" Match sill hei ht of Unit 19 above �(sU32'-3 3t4'� - - - ', . - - - - - --- - (8032-3 3�4°) - � _-- - - -- - - - - ---1-- r - ; ' � _ _ - �TSO3 - 21 . 5012 Radius 5'-0 1 /2" x 6'-2 1 /2" 5'-0" Radius, 5 7/8" Legs. Egress 2' 3 3/4'� c� T of WaN 'S� Cli Ceili - _ - - - - - - - oP of Wall � t.aP__ . _ _ _ p ng ' t i - CMT 2650-2 1 V, 1 H ,� + �\ � forHeadroom -_ , . _ � _-- -- � 22. CMT 2650-1 1V, 1H 2'-6 1 /2° x 5'-0 1 /2" Egress � �--� CNp Ceiling °�°� Hand�ai� - -- -. �- - ; � f,yy� � ` ' 23. CMT 2650-1 1 V, 1 H 2'-6 1 /Z" x 5'-0 1 /2" Egress F'r�rish Grade ' � �-'�;� . far Headroom �,\ p �o PerCode _ - E11t � I 24. AWN 2018-2 4'-0 1 /2" x 1 '-8 1 /2" - � ry , ' � . � , -_,;, 25. FDI 2880 1V, 3H 2'-9" x 8'-0 1 /2" a � � - . Bedroom CIOS@t N Stair �� � Ga�a9e ' 26. 5012 Radius 5'-0 1 /2" x 5'-8 1 /2" 5'-0" Radius, 5 7/8" Legs ' � � ! Finish Grade _ _ CMT 2646-2 1 V, 1 H � Top of Slab � , i � I � Top ot P� ood � To of Slab � �� � - Et: 100'-0" ' - _ _- Top ot Plywood - - - _ �- - � �""' � - �_� p 27. FDI 2880 1 V, 3H 2 -9 x 8 -0 1 /2 M I � � Mechanical Room EI: 160'-0„ (8023'-2'� I . , ' ; f � ; y (8023'-z") 28. CMT 3046- 1 1 V, 1 H 3 -0 1 /2 x 4 -6 1 /2 --- - �-- - � -- � - _ . . _ / � �� � � -t--- - • - - � - - - - - /- - - - -_ - - -- � -� - 29. CMT 3046- 1 1V, 1H 3 -0 112 x 4 -6 1 /2 Top of Slab _ H : ' Ei: ioo.-0. �� � o '� -\y Top of S�ab 30. 30%:20 Radius 3'-1 " x 10'-0 1 /2" 3'-0" Radius, 19" Legs �Fur Out and Insulate (8023'-2") � � � ^ EI: 99'-6" Concrete Walls, Typ. = N � ���_g^� FDI 3080 1V, 3H ,�_ g� : ii 31 . 30Y:20 Radius 3'-1 " x 10'-01 /2" 3'-0" Radius, 19" Legs � 11 Treads � 9.5" f- Concrete Wal s,�Typ. � FDI 3080 1 V, 3H ` 32. CMT 2850 1V, 1H 2'-8 1 /2" x 5'-0 1 /2" In window well , Egress � Z _ _ _ _ _ -_ Peel/Langenwalter Architects. L L C R�ISSUE DATE: 5-30-01 SECTION @ E H . U . STAIRS va�= � �-o�� l _ 3 ' E H . U . SECTION @ GARAGE v4°= � �-o" AXELROD RESIDENCE DavldMarkPeel, Al.A. KathyLartgernvalter, A � A _-- - - - - -- - - -- - - - - - - ' PRIMARY UNIT AND E . H . U . P . O . Box 1202 va�i , coio�aao s � sss date p • I°o � Tele 970-476-4506 Fax 970-476-4572 project � � Lot 25, Resubdivision of Buffer Creek drawn �-� 1977 Circle Drive, Vail , Colorado sneet lo of °o I 2 ' 4 � 3 5 6 ' 5 � , , � i . � i � i snz� i � si� z ' �� — cni�,�,er . � '°� � � �' ' Cridc� ' Pre-Engineered Trusses \�. � Pre-Engineered Trusses Overframe Dormer , i � �� � 6/12 -_ , � � ; r- -� � � 6/12 6N2 j , � t � ! ; Beam t—� ` : - � I ! -} --- - . _ _ _ _ _ - - - - Top of Wall � � , � SPrin9line - - ~ - - - - - - - - - - - - ' SPrin9line - - '� - s � ! , Wood Brad� - +- - - ,� ;�`f t�� �' �__�- - ,._ _ � — --- gw��� - -- -- ��� � �= ,, �� ����yoCbset I � ' � , x � � � = ° W�II Sh@if �bBY� ' avertiang Iuleasured from � , ^ : Closet, Ref. � � Wall Framing to Outside - � ' MBSt@f I ' Springline Stair ' � MBSt@f B@C� r00117 Edge of Sub-Fascia . Typ. a<, ��r � I � I � � � i � \ Retaining Wall � C �OS@t �' � � B@d �001T1 , , ��. I , -- - � - - i - ,-_ � �_ -� __� , � ' Edge � Wood Sill �-. I' ' i ' ' Wa�l �G''� � " ' ! i ' To of P ood � � + - � ; - Mantei Per �� ( i I � Edge of ! , P � ; -- � 'r - 1- Fur Out and insulate Ec i � s-2 �s• ; Patio� - ' ' ! �� � �� � - �r Wall Raif � - (8041 '-S 5!8") ' _� Concrete Walls. Typ. . m9 -__yc_- � I I /' ' - — - --- - - - - -- - - - — ��; ; Living + i - Kitchen � , � � P� C� _ Top of Wall ; - - _ - — - , , � � � �- - �` - - ; 9eam Per sm�ctural ' Arched � h - , To of PI ood F� � � " � �� �� `� � � ' � '- Gas � 1: �i Opening a m " '� -�. EI: 110'- 13/4" i II , I � P YN' I -�+- _ � �° �v ' � ; � i � t1 � � 'I ! I + y (8036'-7 3/4'� �-- � � ' ' - -r �' i � I � � I ��, j i � - - - - , - , . ., � " WOOd $[II - �A� � 1— _ — =-_Wood Sill i � I � � �I \ -t = - - - - _ — � :4 N � Top of Well - Raised HearVi Beam Per � Beam Per -' Railing \ = Ca8fd9@ Finish Grade � �'aal'8 @ � ` nt Per Owner Structural `' _ --- __� Stnutural - - Per Code \ , �� � � -T �,- 9 T-- -:y I � � � T of PI ood � ; ; � � Edge of ___ i �� � � Fur Out and Insulate °P � � ' i I � I Wall $�I � �. _, � Concrete Walls, TYp. a ` I I EI: 1 OS'-0 7/8' - - . � I I1 ' I - - -� _ (8031 '-8 7/8'� � Cuoncrete Wal^sulate Zs' Bedroom I � I eeam Pe� - - � '� - - - - - - rv �--= _ - i I - - --- - - - - - - f --t '� . Finish Grade wo�a sai I Family rop or s�ab . �= - r,r s�r�aurai � ei: , oa-s �ig� ,� . Finish G►ade Vlfindow in Window 9 � ' � � (8031 '-0 7/8'7 � � �` � Fur Out a� Insulate , Well Per Code St0�8 @ - � - f - -- - Concrete Walls, TYP. � �' rn � �' � Top of Slab - - -�- - - - - - - - - - - - - - - — - - - ---- - �I� �: �pp�-0- Top of Slab � (8026 -&") / _^�" ¢� � 8IO2S'�'i� S Treads � 11 ". Typ ' NORTH/SOUTH_ SECTION va°= � �-o�� � -- - - - - -- - -- - - �, SECTION � MASTER SUITE 1 /4°= � �-o° - - -- - - - � _ - .- - . ; ,� � � 5 ' �I 1 `�'� Pre-Engine�red Trusses g�12 5 � �- ± . _ 9/12 Pre-Engineered �* � Trusses � 6112� � ' t--� 6/12 �--- -� S����- - -- - - - - - - --- - - Top of WaN _ ___ t_ ! � Top of Wall Shelf Above '� � Living � � �i �� ' -�- -- - - - --- - - - - - - - - cioset. Re�. ` 4 i�- � �I ! Overhang Measured from = - - � �% Edge of Field V Firo ace I � A ! WaH �Y P� Wall Framing to Outside � Configuration wJOwner ' - y ;I I � il � Edge of Sub-Fascia, TYP _- \ ; -- - - -� , Balcony � � , ii M�i j i - - - Kitchen �� Dining ; � - GBS- � I -__ ,= � ' i, Opening RaiNng i : F�replaqe Patio Top of Plywood Patio i j � I Per Code - Raised Hearth -- EI: 110'-1 3/4" , - - --1r - - (8036'-7 3/4'� -- - - - - - _ _-- - - - - - -- --f -f- - - - - - - - - - - - Finish Grade C_ Top of Plate � ,- - - - --- -- - - - r� I � I ' ' i -r- Stone Cep on StuCto � � � _ _ � t�== I ' - i i ; j ' Retaining Wall = - ; i , � '� - � i : , ; ! \� �I � I �� I 'I I � � � � , � ' � � � II � - _� � � . . w� s�u �� � �- - - F mi - B a I _ edro m �' - -- -- - - �-- I � � I i I � � ° Bedroom T Bedroom I F�� o� a"d i"�,iac� - , � - Fur Out and Insulate Top of Slab Concrete WaNs, Typ ! ' � I , Concrete Walls, Typ. E� � �'-a" I _-___ .,�K - - - - - - - - (8026'-6")_ - / fi - - - - - _ --- - ' Finish Grade �r�. � 3 � _ SECTION � KITCHEN/DINING _ va��=� �-a� I . GENERAL SECTION NOTES Building sections are for graphic iqustration purposes ony. Verrfy all structural members, materials, and details with structural engineering drawings. /� �/ P - I/ angenwalter Arch�t?�ts L � C: DO NOT SCALE DRAWINGS! Dimensions are to the face of structure unless f1A E L RO D R E S I D E N C E Davld Mark Peel, A I A Kathy Langenwafter. AJ A REISSUE DATE: 5-30-01 2 SECTION � LIVING 1 /4"= 1 '-0" , omerwise noted . PRIMARY UNIT AND E . H . U . P .o . Box � 202 vai�, co�orado s � sss date ' a � �8 � a� � In the event of questions regarding the work or discrepancies in the drawings, Tele 970-476-4506 Fax 970-476-4572 notify Architects immediately. Do not proceed wkh work unti� all such questions project , � � and/or discrepancies have been fully resolved . Lot 25, Resubdivision of Buffer Creek drawn � � 1977 Circle Drive, Vail, Colorado sheet 6 of �j - � . . _ ,. , . . . _ . . . r.. -, r �, � - :I��a � . ' t' ,�,'.�ia , '�t"?* .'.' : '. 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I I I J� J� � Beam _ -I Rid e 'y!o a o `Z' 1 � �C � � � I Bebw ' — , , , i � L c � I � c � o �Q �' �p �" , '�'�o � ; L�,� a o �' �, �� � a o ��Oy &acket �-- — J 'i � Below - I I o ' � . o y. , � C,� '� I ; ,/ Pitch s Pitch �. � .C— � ; Fireplace �' Pitch Ridge Ridge Pitch � i Down � Down I � Chimney �Down Down -� - - -- -- � o fi Zi,�� i !pM � ��� I I � W � � I � � ; I 8 ; � � ti� ; � o \,�� L3 � � � .� 3 � � w ao I � ,�a� � Ja ` a o° S%o I ZI.p�� � W � a o° o � I d// � � � ' � O � `0 � W — � a► � � �, I 3 � i � I � " - - - - � � w I �� a I ,a\�� � ����y 6 � I � Wal� Bebw � Wall Below __ �,__� � _� � � _ Wall Below _-� �, � — - - -�-- --r $ —� � — — - � - - � - � ' II � Pdch Pitch - -� I O � i , - - i il � m 2' O Down Down � � � � -� I • �� � -(p � � � - �- � � �. �; - � � � �' �� , - - - � �� � � a .-: ,r - -�--� Edge of Upper Roof Edge of Roof , I �� � w Bracket B am Bracket � � /� � T Edge of Lower Roof d Overhang Dimensioned from -►--=-�I�-- — — m = t� geam - � t Beam Beam � ',B am ; Beam Below Below Below - � " � t ^ u o Wall Framing to Outside � � 9 , i � d 3 y � y Edge of Sub-Fascia, Typ. v w -=�_ �Below 'Below ' B elow i Below T�Below � S3 a � � o m m � Edge of Lower Roof � � � � � � � d m -/ Truss re: Struetural ! - R-30lnsulation 2 E . H . U . ROOF PLAN _ _1 /4"= 1 '-0" , - - � � � � � .�� �� -,/ - Ovefiang Dimensioned from / - )` Wall Framing to Outside }� Overhang Edge of Sub-Fascia, Typ. - � ` TYP. U .O. N . � _ - � �`. -�-- - Composition Shingles ' � Bituthene Entire Roof u, � - m i � � � . � _ _ _ � � �� ' :.�`---- - Plywood Sheathing re: Structural � _ � � . 1 _ _ PRIMARY ROOF PLAN v4°= � '-o° ; Nortr, � �' o ° i , ' . _ ' , r-- - 2X� o o�m9ye� �e: sm,a��ai , � -- - — --- - - - --- -- -- , . � t � i , , - __ � ' �, ' , � - f Top of Wall - - - , ..� �� .�. J � �"l� � 1 �' � - Continuous Stnp Vent with Copper Wire Screen n1 ' � ; � ' ; ' �' --- - 2x4 Vertical Block � 24" o. c. ', I � R.O. Height FY _j� � � � ' � - 2x Cedar Shadow Board �, - - 2x10 Cedar Fascia \ �- - - --- - T&G Cedar Siding Sof6t �= -- - --- - Stucco, Jamb Detail Similar � -- - Metal Clad Window � ' � � � � , � ,� :-. =� $ ; � �, . ` �: ,, —J � . . , _ :�+.��� � � � � a � � �� - - - - s�,� ' \ -- 2x6 Wall 9 REISSUE DATE: 5-30-01 - /z Sheathing re Structural AXELROD RESIDENCE Peel/Lan enwaiterArchitects. LL C . David Mar1c Peel, AJ.A. Kathy Langenwalter, A IA R- 19 InsulationNapor Barrier PRIMARY UNIT AND E . H . U . P . o . aoX � 202 va�i , Colorado s � s5s date S �$ o0 Tele 970-476-4506 Fax 970-476-4572 project � �� __ _ Lot 25, Resubdivision of Buffer Creek drawn �L 3 ' WINDOW / FASCIA DETAIL � "= � '-o" 1977 Circle Drive, Vail, Colorado - -- - - - - - - - - - - - - sheet � of � . 2 3 4 � 5 5 6 5 , , � � � p ` I _' _ . . _- _ _ _ I _ _ . _ _ "� � • 0 _ -_= I � � _ _ _ fi- - - _- -_. _ _ _ . _. -- _ _ - 1�'-0 �� ,� �� � ° _ y , - 2��" �i� � - - - : ' � i i� � i. ; , i � � ' ° - - - � � ii- - - - - � u ' � ''� ' ' _ � � u - i. , �i - ���i — _ _ - -- �l� ��Z�� � �/ �- i� � t ' I_� - I I /2 1 � II �` � O -(v �2 Z • �I Co ' � � �4� �, S/� � ' O /z Z � _ °i ' � ��. � 1I �. �•O �/ZII �. lG� fl I - p � �j' -O/z Gi •O �i � � �C.�i �z I l � � � - - � - - -- �- -----� ' � I , � ' ' i ' I � I � � � � ; ; i ' � , , ! � I I ' ' I � � ', � I - . . , ; � � , �� � � � � � � � � . ; � . ! � I I = N m � I _ Window Wpll I i = Hose I � ' � �J I � � � � S ci � � � �' ( / � � �i Bib � ���� i � � �� •'� I -�--�+`- � - - - - -' �= _ _ - - --- - - - - ; - - --�-� � c '- op q � �lZ� � �i'- o%4u r�'- k%� � � y�o%2�� 4 '� 3h° `� � _ � - - - --- - ; - - - - - - - I � - - - _ _ �I PatlO , y i ,I , �_ �� _ binets Above : - - • Shelves / Patio I - � , - - �. 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II ` - _ � � � ; _ � - -- �- -�- - -N � - - � - .�--� -- -- - - -- �- � - �. y,�'+ Porch ° � - � - _ _ , _. � " -'�� �-_'I�- - - � - , - �-- � � ..� � Balcon ri I ; � : �i i , � ���� ��'� _ I �� ° Hase eib tilz� ° ' a' - � �' � ' ' � , QI -i�-- � i - - - - _ _—y `� � "; � 3 - D /Z �7/1 Sb� .� � in Floor- � �, i/� d 'Q�' . I _" � I Z� � I � I O � � Drain /.'!1 ' - � - � - - - � -�'--- - - - - - -- - Framing °� ' � ' -- I - I PerCode � - - `r - - - -- _ - - -�F - - - - - - — - I - � - - �' I, qO i ��_`, li � I ��' 3� �-- �I '�" � Metal Raitlrg _ �' - -- - - - -- - - -- -- - � - - - - , ` : �,. I I � I ' ' 18 i � , � — `, � ' 9 , � `� , _� - ---- -�I�� - -- _ ---- -- - , � � ; , ; � � , _ � � . � F � ' � � . ; I � � . . . . . ,.T _ _. . _ . . � � . , . . .. - . - . - . _ I � , - - / � _ . - . , . . � . - . � - . .. - . I Sfairs on Gr�de, Slope to ' fi -f�{--- I � , al��•-;L~'• , a . � � i ` r, - - � -. -+„r� ` '< .d=.a:;. .�tr. . .-�. : ��. Drain %:/1 ', Werrfy Matenal I `�► � � �i i j - � � � i � � � � ; � � � I i � i ' ' � - � � , , � � p I I � � I � � � --U- t � _ _ - - -- ------ -- - _ qJa_ _ _ _ _ . - - °l� �_ _ _ � �� _II � � P � ` : � :. �� L �i � E . H . U . U : PER LEVEL � �a°= � '-o,. � . �� � 5y.11 � � � Zlop x2�-toY� I 4�- �/� I� � .-„ _o%Lh � .�; ;;�JI / _ � J ;��I71��/zp 2'- la %r� '{� - ° '-O �� - - - �Oyzll r - � - — X - ._� • i � � � � � � , � II t x ; � 'f - ' � 3' �I � _ - � t� .� l �, -° � � IiL �' �, � '! �4 �_ P� .� -a : � � ; - - - - - - - - -- — -- _ 1z �'O�� — i ` .�, 1 - - - GENERAL FLOOR PLAN NOTES PRIMARY PPER LEVEL va��= t �-o�� � North ,_ _ _ ' > . � � , DO NOT SCALE DRAWINGS ! Dimensions are to the face of structure unless '�� othervvise noted . In the event of discrepancies, notify Architect immediately. Coordinate bearing walis, columns and posts with structural sheets . In the event of questions regarding the work or discrepancies in the drawings, � notify Architects immediately. Do not proceed with work until all such questions and/or discrepancies have been fully resolved . CONSTRUCTION NOTE Interior detailing , finishes and materials; including material and performance . specifications , as selected and/or approved by the Owner. These inc�ude, but are not limited to, floor finishes, doors , hardware, trim , stairway handraits , closet systems and shelving , fireplace mantels and hearths, buift-in furnishings , cabinetry, appliances, plumbing fixtures, bathroom accessories, light fixtures and trim , and sound and security systems. Provide blodcing as required for proper installation of these items. Sound insulate floor systems and interior walls as determined by the Owner. AXE L RO D R E S I D E N C E Peel/Langenwalter Architects L. L. 0 REISSUE DATE: 5-30-01 David Mark Peel. A. I .A- Kathy Langenwalter, A. I A PRIMARY UNIT AND E . H . U . Q . o . BoX � 202 vau, coioraao 81658 date � � �$ Oo _ Tele 970-476-4506 Fax 970-476-4572 project A 3 Lot 25, Resubdivision of Buffer Creek drawn K� 1977 Circle Drive, Vail, Colorado sheet 3 of g� 2 t 4 � 2 5 5 6 5 g � � � ; � ��' � ---- - I _ - - - _ _ _ _ _ � � � oll — -� - - - - - - - - - -�— � , �i - - - - (o�� - - _ _ v - - - - � �' _ �" � — -- -- - �� - - - - - - - - - - _ _ - - - - -_ � _ - - - _ _ _ _ _ _- - --- ----- - - - - - - - - Ioi'oa ! z'- IIl�a � 1 ` ,� i roYy�� . o� - - - �. � - _ - - - - _ � - - 1 � ; �� w � � ��+ _ , , , N' ��°� �A J i � ,� (, � � � 2� � oa � , i --- - - -- - - --------_ _ � _- �. - � � � ,��( 'y� � � D� � ; � � � Window Well ' � F�r .-Cabinets / � , � Per Code � Above � � � � _ I I , --- -- ci� , �Z - - Drain + � , - I • , �-t-- - - - ' - � - - - - - -- � - — f f- I � - �'!z� f _;-_ `< � _ I � SII I II _ �., Fur Out and Insulate � ��j, � �I � i� I _ \ - - - � i _ � !:- o Concrete WaUs, T 5 � �-- <ilz � � 't � � � /� � � ' 1�wsnoww�! - � �; , ra� , , i� � f," � Mech . '�, �_:W ;� � i u - , -- - - - -- , � - ° i , ; ^ y �} � op - — ,— � - � � , � --� �r � ,!/ � wv' ' �y,u., �- - - � Floor brain av - - - - -� -- -f - t - - -- - �, l,� 0 3how�r = � � / � ,J Z ; - - -- f _ _ _ _ _ _ -+ ��, � _� ?f � - - --- - - - -- - - - � - ��� = Fbor �(.J'- - y . ''� i Fur Out and Insulate _ \ ' -� '• I � "- - �1 i �' > LBUflCJ Fur Out and Insulate ` � �r, m a - - - - � `� Drein � I Concrete Walls, T . � �J y,� -� _ -N ' N ' � � $ � Hot & Cold Concrete Walls. Typ ;� ' F - T _ Yp � 11.-.. - � , �ti L-- N p� � �. c.Di ;< ' Faucets, Drain _ � m \ � � -- M@Cfl . ' - I ' �' � ,, -� - � - i .;. �- - - y N Bedroom - - - — � ��- �G � - - � F � .: 13 1 . /1 �� � ll _ � i �l�yil �+ L �I �I� � � 2���� .. i_ � II � � y: il � � � � _ I �� o��1M � p � i �� m � - �\ ' ' '�� � _ �.�� � � _i - '� �� � ��� �� - Family � � ; � 's � � ��� � � , � 5y � L _ y -!n� rr� . - , � — --: - �- - �� - _ � /" - - - - - -- - � _ � , " � i � � � -�.� � � � - v� ' � 4 � � '�' ° i _ � � '� � ! ! ' o � � 10 Bedroom � �. ! ,� � � � - _ ' ; H�,d��� - 6 - -- `s- -� � � � � � � � i 8 jl i � � ,� Pkr Ccde �'ti �, � � � _ I_ � II � �.i B � �I �+ I II - � � 1 h , i:. 3h i: ' ° u� ` - � - " 2 �`J I � -� - � - --. - -� ---- 'I� - - � � - - � `- N - — � ��i - � _ - - � � 0 - - u � � � i X� — ' � � _ �� a�hL � _'/cll 3i � � 2'' : i� 131-�� � � '/� � � _ -�- —� , c � '—_ P -- - - — � I � (�� helv - � \ ' - - -- - -�- r � � �� _ l; i �� � � � Q � `p ' . � � z''` - _ � � � —�+ ��� --- - - - i � , —_ F--- j � � �j� � � ,� ;� � � - � .�! � � Flaor Floor � _� B�ICony Above � �3 � � � � , � � 4� !� o,�, o�� _ y � , 1 �c.. f� 6 -� lz� ' � G� ' �, I ,� : i Dn �- _ -•r, �_ ,: � dJ� d a' ;a , o , B�t � ' y-, � � � �- � 'h� � �•, II _ .. t I 4 � � ° ; Garage __, , i, � '� - -�i � �✓ fr� a,JS� f � T s , , l',� _ , ] � � _ � a �-_-- - - - - - 'I s I R � �- -- , � �- - °a _ - �J = �` '� r Fbor � � H tQ � � -� � /z ,r - 'Hapd il P�er Code� , v � - ,� � c p �, � � , � _ � � . - - � � p � ti � � �� � �� i � ' o Droin � � � � � I _ _N � � , � '�i 19 Rod�snelf ``� � ��t _ �� N 1-� � � �' � i' � � d � - ` /\ _ ,v - - _— � � _ �_� � � 3 - � � . � � 5 w =t' " „ � /' , ' � �I - c> �.. - - - - - - ( '� �' �� �'� i - .� N -� � � c � — � � � �- � � � fl�- r,/ l � ti U � � � �I �� � � � i , '��.� � � I � N � d� ,� �� � ° � �; ,t ' .*_ � ' ,?� .7 Daor Below , _ , ✓.� i � , ! ; � I � � � Bedroom �— ' '; ,� X Storage M�a��m F� � � -� ' � =� ' � Garage � � I � � " -� � � � �, Ent - - -- - - - - �J� ' � � ��' 15�- �b ,` Z�-�� 2�.� , �,Lpjp �.� � ' .r� q �,u �,�. s,y�a ro � - � � ��-� � 7 ' � � a � ! � ' --�_ - - _ V �X I � '� x`,, �� �c - � _ p � � ! ; �, ; � I m ` 7� ���` �� Mudroom � ; �` 3 - - - � ���- � � � -� -�- - - � � ' i �--� 16 ',�s B@C�fOORI Shower- � � �, F�eld Veriry Closet ' �- '-__ - .--� 6 °-- �� �� _ , � � _ - - � , , � Configuration � � '�� , -` Up - - � �� _ �, I 0 � � � II� — � 'i�� I � i , f- `� i, i � - �� � � p� � �H � i � , �v � � ,,k � I � -'a - � ' --�N-�IL - -- - r" �� � - - - - - - - - � _ - - - - , � - � - �( �- - . _ - , _ _ I ' ' - � i I � I - _ __ _ _ *_ � I 2 � Edge of Concrete � , � ` � � Hose ; Edge of Concrete �� � � � �il I Bib � I �' - _ � i _�"'� � _ - ` � � � -- � i ;il � �i I II � -- � � � � I �- __ d/z� �'-ori ' 3 , ��, 3 - � �# q� u i � �' �h 1 �� � - �- o � -�-'� ' sa�c«y aeove � �1 _ —# 'C. �y u ' i ., � � : - . � -`, � ,I �-- � ; i � � � � ! U ' � i u � —� - � � - - � - � - - � " �-- - Fi • 3/� � z � /z ��— - - - - - - - - ' - � � �f . Hose , � N - - -- -- - � �'��' " -� - -- -Z4 �Ory � - - _- - - '� �- � \ I -�c- - - - -- - -- - - - - - - - - I � (�, Entry Stair Found ' Bib I � $ I I � , � � I � � �, 1 SVUCtural I I � � `V , � i � � i =� I �� � _ _ -- - _ � I � / �0/ . �" ` ' , � � � � �/L�_ � 5�-d'/� � _ �G I � � � I,��! �slo�/z�� Z �- 10 �� 2�- !ou j. -- - - -- - - ��i��� --- - - - - - - � ��-O�� . `� 4 - I �'� I� -o '� - - - - - - _ � - - - -- - - -- _ _.� 2 � E . H . U . WER LEVEL va°= i �-o„ - - - - - - - - 12i. ou — ' - - - _ - - - - -- - -- - - - - - -- - - - - - - -- - - i 1 e` 1 ' ; PRIMAF�Y LOWER LEVEL va��= � �-o�� rvo�n �` GENERAL FLOOR PLAN NOTES I I � DO NOT SCALE DRAWINGS ! Dimensions are to the face of structure unless otherwise noted . In the event of discrepancies, notify Architect immediately. �i� Coordinate beanng walls, columns and posts with structural sheets. In the event of questions regarding the work or discrepancies in the drawings , notify Architects immediately. Do not proceed with work until all such questions and/or discrepancies have been fully resolved . CONSTRUCTION NOTE Interior detailing, frNshes and materials; including matenal and performance � specfications, as selected and/or approved by the Ownec These inciude , but are not lim�ted to, floor finishes, doors , hardware, trim, stairway handrails, closet systems and shelving, fireplace mantels and hearths, built-in furnishings, cabinetry, appliances, plumbing fixtures, bathroom accessories, light fixtures and ' ' trim, and sound and security systems. Provide blocking as required for proper installation of these items. Sound insulate floor systems and interior walis as determined by the Owner. Peel/Langenwaiter Architects , L . L C REISSUE DATE: 5-30-01 AX E L RO D R E S I D E N C E Davld Mark Peel, AJ A Kathy Langenwalter, A I A. PRIMARY UNIT AND E . H . U . P o . aoX � 2oz va�i , Colorado 81658 date $ IS C� Tele 970-476-4506 Fax 970-476-4572 project I �� Lot 25, Resubdivision of Buffer Creek drawn k.L 1977 Circle Drive, Vail , Colorado sneet— Z of o � " � Unplatted GENERAL NOTES _ - , Contractor is to visit the site, verify existing conditions and familiariz� � himsetf � � B�5? with all work. In the event of discrepancies between the drawings a� � existing '" � � Extend Boulders - 8pq e�5o , - � � - ' ep56 conditions, notify the Architect before proceeding with the work. All 4 �ork to be __ �_ _� �_ \' � 1 ' Above Grade g�� 8 � �_ �� � � 8p performed in accordance with all applicable codes and regulatio�s. � -- - � �` \ ` \ � , ep4t 106 .14' ='`_ '� , �- , \ � � '� - _ �_ � BOqZ� Extend�dulder�-, . � Fence � _ Contractor shall have the Soils Engineer inspect site excavation to vei �fy existing __ � -� �_ _ � � _� � \ epqp -� _ � � �_ _ 1' Above Grade Constr � _ _�_ � - 8p5z soils conditions and the feasibility of the proposed foundation design � - - �� '�� --� � � 8p38 \ --�, � , ��� ll�iiity Ea _ _ ��_-___ ' construction. Do not proceed with the work until the above conditions h.. �e been � � � \ �_ � _� ` �-� ` ' ` \ � - - - Sw � �_ \ TOW 804T�.�1'- � _- - - ` ` '�` BpgQ inspected and ve�ed. � �_ -- � � � � \ ` ' Bp a TOW 8d4R.0 �� _ BOW 8�� �'� �_ _ _- - � _ � __ ��� \ ` 36 � _ / a��� _ BOW 8036.6 �.- _,�� - - �� - - , ` '� ���` �a�ema����, g�8 All interior finishes, materials, detailing, fixtures, appliances, equipment, etc., � rr, - ��--� - ! � � - Swa1e� includin material and rformance specifications, as setected and/or a • ep34 , '� �,. � _ � � � . -_ \ _ .; ,� , , ` � toDrai�r 9 Pe pproved \ � ` --� • _ --LI- _��. - T � �f,�� - by the Owner. These inciude, but are not limited to, iloor finishes, doors, 8p hardware, trim, stairway handrails, closet systems and sheivin fire lace / \ 8 �-� - ��, � Patio - � �� \ _ - ; \ � 1 46 � ____ � / �3z � Concrete _ - � � ' 9, P � ' � f---- - - - - � , � � \ T _� taming �__ Patio �� � - � , Z; 1 _ mante(s and hearths, buiit-in furnishings, cabinetry, appiiances, plumbing ` , _ I , ` ; g�3� wai _ __79W 50�0 � � , - �. _' _ � _ # 8pq4 fixtures, bathroom accessories, lighting fixtures and trim, sound and security -- . -;- - _ BOVN-8032.0' �� ` � � ` � � _ -_ _ _� _ _ _ _ _ y / ' � \ �� _� � ..� � - . - ; - � systems. Provide blocking asrequired for proper instailation of these items. � - � � 8p28 �T . -,- . , � , • .�, ._ � "`- . < _ .e..-.�..,. ` � �i^ _ � � 8pq2 I ����,y�� �� �� 6 , ,��,�„} , ; �� Items noted on the �f�t+�it1�3 g 3 y�t i f y" 9 r "F i e i d V e ri f y" s h a l l b e r e s o l v e d w i t h � � ` � / ' \ gp26 � '-� � : . �.ivi�lp Lev�4Flaor �l. � 8036'-T s },0'-1 3! , } Y � _ the Architect or Owner prior to proceeding with the work in that area. Sound ? I� � � �' l� � � , ., „ BpqO insulate the floor system and interior walis as determined by the Owner. � � 12iMax Slope� � x., � MaattMr 8put,�,t, e ��r�# E. � 3!p#`t -3t5/�1•8 15'-g. � �` LL / — _ � � . �4'�Q V�i� Cia � ��� V� [ Vq�� �._ O . \ � ' ` � ���� �, :� ., � �� f �`� � ^ � i 2 Max Saope o 8 Mecharncal and electrical systems design shall be the responsibility of the \ 8p24 � �` `°- ' �. ���� ' �� - f_ � 2 �38 General Contractor, required subcontractor or others as selected by the Owner. � � � � In floor heat on the lower Ievel and under fioor heat on the upper level is � . � �` � � � ` / ` . -.. Et etf38.2` � '" _.� - w � -�----- ' �'., �� � \ ' i , "'�,. '` .,� ������' � " ` r� � ,_ `0 8p� Proposed for the Primary Unit. Hot water baseboard heat is proposed for the � � ,� y �f'�€�'18C�1 �@$I��lH1�8 v µ � -_ � Employee Housing Unit. Coordinate heating zones and thermostats with Qwner I � � � ;\ `'~� _ � � "~ ;o ��- � �, �� � � , � - e prior to the start of the framing phase of construction. � -�. � � -- •. ._ Y�, \. � o3q _ _ _ _ _ _ ; '° .,,,, �� `� `���� �'j ; � � - -\ � The Architect assumes no responsibility for errors, omissions and applicable � - - -' �""-� �� ✓ (� ` ' � 8p code reQuirements of consultants. The Architect assume n I � � , � �r; 3z s o responsibility for � '>� E E E +� - --- - - — � �"; ' LOt 26 -�., y' 4-.`��-� � ..� �.., ' ' - utility coordination, care of adjacent properties, performance specifications and � , � E �� - T = ' ��{" � LOt 24 the components of construction sa/ety; nor for the Contractors failure to carry � ' ' � ;_� . � � � � tih k ' \ g�� T � E , _ __ � - � �_ I ou e wor in accor.dance with the Construction Documents. � ,. I �. � i ! , ' ^ `5 C�'� �. �-_ � - � ' Note Cover stream with load beanng planking to - . :' . � , -_ � � \ � a� , ' , _ . ; � � - �d�e o- � -- ~ � The Owner shall be responsible for ali existing hazards on the property; and for �-. � \ � _ 6� 1Am_Heght gpruce protect from consVuction traffic and erosion . 9 _ �}^'� arkinp � � �� the discpvery, presence, handling, removal or disposal of, or the exposure of � / \ \ � ` . Bwldin P / \ � I �\� - �\� Footpnnt - ' __ v, � t S� _ �r--�. � � �' persons to hazardous materiafs, waste or substances in any fortn on the / / low . WGbw�, , �� �, �_� \ � �� • �- Edge of Roof I \ r !� j \ ' a Pr��Y� / F � F � � / � � � / � �� Overhang � t 'P / : � o � _ -- - -___ ' � � a Ownership and possession of the originai Architectural Drawings shaq remain p I 1� - - - - -- -- _ ' - - / � � TOW 8026.0' � ' � � � � '� ' that of the Architect. Re roducible co ies will be rovided at the Owners / _ � - ` � _ - - - --" / i \ BOW8030.0' � � � ,t __ - �.�' - --- _ ...- < - 1 r ""-_ i - P P P � / ,t - - '-�. .i-- � � ` _ - - - - - . .. i � , � � �� j ; - � � - _ _ _'��- { ; t e ques t a n d e x p e n s e. Th e s e D r a w i n g s a r e no t to b e u s e d on o t h er pro j e c ts � _ \i ,/�, �� /�, T ^ ' i Strea�p.a _-„ � � tor Ste�m. 2" _ except on agreement in writing and with appropriate compensation to the � Y �- ; � � � oo / � , � : m9atbn F��ble ,�` Bslow � - - _ � Architect. �tQ�� I �-�-�'v��� � +-Existlng Wi�low�. f , ,. N I � � Tc - � _ ; I ' to be Removed � � � k 1, � m �, � / � i j � � � j - � ` � �' � �� mj r� Lot 25 ' %� / ,�1• - " � �. � i I ' � . ' - so2z _ z� � , � I �. � S ! -- ` ` c4 i 0.32816 Aues � / � v ���Y/Y�/i ` � I � � � r �' 1 ! �' �[j � � i � � I / I tt � �, I � / . - +, - � INDEX OF DRAWINGS 2 Mia. CaNpet�pen �' � - - — � � � � A _ _ i � - - -- —_ _ __ , �i y�,__C� '�. Clu n _ , � Existing � ' �,� ., ; ' X - .�;. _ I � I � Evergreen, Typ � r ( ;� ��, 'ey�� �#� �a�. � ���.� � /�1 1 SITE PLAN � LANDSCAPE PLAN .�� �- � •� I � b ,� e� �tnor Et. � $D��'- 3t4" 9�-1 3!4~► � A 2 PRIMARY LOWER LEVEL PLAN � Shrubs, TyPical ` i � � '� �G $�3 EL � �4�2'-$" `$"� � i � ` \ f ' �" s Gauon Min. I ` I � i � "�.. - - + -� Edge of E. H . U. LOWER LEVEL PLAN �- ` \� �\ ` sozo � `� � ,`' � ' ., j l � Bwlding A 3 PRIMARY UPPER LEVEL PLAN, � 1 � ` �C ' , ` �E; i � � \ `1 � ` , � y�{' \ DedcAeo :e � ~' � ��' � � � - edgeotRoof E. H . U . UPPER LEVEL PLAN � °I f� ;>� � ovemane A 4 PRIMARY ROOF PLAN , E . H . U . ROOF PLAN , � ` 2• Min. caNpe► ngpen -- - _ - - - -- - � , '`\ � � / \ . 1, \ ` - - ��» / h ' _ ' I WINDOW/FASCIA DETAIL I \ 11�1 I \ ��.... � ♦. . _ .. � + �. � `v` � �\ � _ � Hatcned Area �ndicates - . � .� . � I . �� ��' �,�•�"�` ' � �`-N. t. /4 rJ BUILDING SECTIIONS '� �� Snow Storage, Typ. � \ _ �� �'� � } �'` € �, N � i A C BUILDING SECTIIONS , DOOR & WINDOW \ _ , ` � � I � � � , � - - _ - j � ,' � � �' i - � � � � � —� - - - Nf)7ES : ' ) DATE 01� SURVFV� tl ! 08i01 2) SURVFYOR F1AS MAUE NO INVESTIGA110N OR INDEPE. NUENI SEARCH FOP EASEMENTS OF RF.CORD (OTHER iHAN PLATTEO), ENCUMBRANCES. RESTRICTNE COVEWWTS, OWNERSHIP TITLE EVIDENCE. OR ANY OiHEF FACiS IHqT AN ACCURATE lWD CURRENT TITLE SEARCH MAY DISCLOSt `� 3) NOTICE ' ACCORDING TO COLORADO UW YOU MUS7 COMMENCE ANY IEC�I I �� H4515 OF ELEVATION AC110N 84SED UPON ANY DEFECT IN THIS SURVEY WRHIN THREE VEARS I SEWER MANHOLF AFTER YOU FIRST OISCOVER SUCH DEFECI IN NO EVENT . MAY� ANY RiM� A030.0 ACTION BaSED UPON .4NY OEFECT iN THIS SURVEY BE COMMENCED MORE _ FOUND No. 4 REB.AR INV: 8019 .4 TWnN TFN YEARS FROM THE DATE OF THE CERTIFiCATiON SHOWN .� I HERFON. LOT Z4 �) �SIS OF EL�ATION•. SEWER MANHOLE AS SHOWN HERON . O S) 8ASI5 Of PROPERlY LINE LOCATION. MONUMENTATION AS $HOWN bif ��iN I � 45• � 4 s� BEARINGS AND DiSTMICES ALONG PROPERTr uNES SHOWN HEREON 4Rt n, �- �� .nnr,N D� t � � • FOUNU N 4 REQAR � AS SHOWN ON iHE SUBOMSION PLA7 ONLY. A BOUNDARY SURVF� wOlnf�� S22'40'Y74"E t .80 BUII. DiNG �f 1f3A�H 15.6� , BE NECESSARY TO DETERMINE THE TP.UE OIMENSIONS OF THE lG' :.N�i I ��� �� � � kA�K �� � SEIBACKS, WHICH MAY VARY FRpM THE PLA7TED D�MFNSIONS � . 15.0� WVERT IN � 5 CktP ?6. 1 "�•., -L ` ' p A � 7) NO DRIVEWAV ai i�ME OF SURVEY . TELEPHONE RISER . O � . � 15'7 �� „c 8) 2 1 �2 STOHV BU4DINC UNDEH rnN°,�rRUCnoN , UiMENSn::H` rnKt �+ i_, ��i rwuu(,; 15.0 /��`'�p6�� � � � t ",. 5' /(' � CATV RISER - - - - Qf�gS6 _ � . `-_ - --TRANS�ORMER 9) NO POSTED ADDRES`_,. t e �! I - - - F LE C7RIC AIANHOLE UNPLATTED ,� I �.ARAGE �;lnH x 8032 t � � i ::�;_, , . �, , . � 3 O I 0 ' UiiCr� uriurr �1 � � ""; � , f � EASEMENT � �_ / 4Y! CON(;RFTC WALLS x : i3U32 . 3 � , �� "�. y�. n�iTL Nt" � � °" � � � � INVERT OUT � 1 ��';�'�CAL) � 1 .5� CMP p[AK � ' : gp44 5 ' ,O � I ., LOT 25 �-- 1 � o �P-ti�" t a 296 S0 FT IN W I . „ 1977 1 �: � IMPROVEMENT LOCATION CERTIFICATF O � � p �. � r �nAW FLOOR STONE OITCH\WA1CR fEATURE I " � I hereby certify that this Improvement Location Certificate wos prepared 8037.3 , � for AXELROD BUILDERS , 9 8. k � �. _ _ � � J that it is nol o lond survey plot or improvement survey plo1 , and that it is CONC . wALI_ y'�.; BUIIDMIG SEf9ACK5 O not to be relied upon for ihe establishment of fence, bulding or other future -- ---J .. / � improvement lines. � a �� z / �0 0 �-- I �d � � „ . '� � ,� � . U i further certify thot the improvements on the above descri6ed parcel on � � ihis date, ti /08/0 � , except ulility conneclions, are entirely within the - - - . � � U7tl,IN � . J Doundories of the parcel, except os shown . thot there ore no encroochmenls FOUNp MONUMEN7 '. � � � EASEMENT � upon the desaibed premises by improvements on any adjoininq premises, PIN AND ALt1MINUM CAP � � 15.0� except os indicoted. and thot there is no apparent evidence or sign oi any LS �'26967 I 12787 � � easement crossinq or burdening ony part o� said parcel, except as noted. T � � . 5.0' ' �� ^ �� :� • � , �� � � O PIN nNU ALUMINUM CAP Slan� � ° F � �- ` T.n-�� �i+ �- r. t5 �26967 Colorado P .ES w� 5a5'e9 ' 16"f (? a - _ ;avJ98 �o t,� - LOT 26 . � 98 : � s ,/� � : >> - UATE: __� �.%yC�RL �.,,� ; - `;FWER MANHOLE �.' �• „ �� • � ��,�{" � I�IM 90 ' S . '% . ,, ° . . �•l: . BC�nN_�, .,�. , �� � - ��� ��� � ii�� �� o� �� �� �� IMPROVEMENT LOCATION CERTIFICATE LOT 25 RESUBDIVISION OF BUFFER CREEK 41199 HIGNWAY 6 dt 24, EACLE - VAIL TOWN OF VAIL � ° e°x , 2� EAGLE COUNTY , COLORADO EOWARDS, C0. 81632 ( 970)949 - 1406 BKB itjt4/07 JOB No . 4 4 Page # 8 Code review for : Project Id . : AXELROD RESIDENCE Address : 1977 CIRCLE DR 1 ) Provide a window or door to the exterior from every room used for sleeping and basements . - - Sec . 310 . 4 A window must provide a clear open area of 5 . 7 sq . ft . , a clear height of 24 inches (minimum) , and a clear width of 20 inches (minimum) . — Sec . 310 . 4 4 ) The minimum ceiling in a habitable space is 7 feet 6 inches except kitchens , halls , and baths may have a ceiling height of 7 feet . - - Sec . 310 . 6 . 1 5 ) Provide a smoke detector in all sleeping rooms and areas having access to sleeping rooms . - - Sec . 310 . 9 . 1 . 4 6 ) If there is a basement , provide a smoke detector that is connected to an alarm audible in all sleeping areas . - - Sec . 310 . 9 . 1 . 4 7 ) Provide a smoke detector on all floors that is connected to an alarnl audible in all sleeping areas . - - Sec . 310 . 9 . 1 . 4 Page # 7 Code review for : Project Id . : AXfiLROD RSSIDBNCS Address : 1977 CIRCLE DR SMOKE DSTECTOR REQUIREMENTS : 1 ) A smoke detector is required on the ceiling or wall at a point centrally located in the corridor or area giving access to each sleeping area . - - Sec . 310 . 9 . 1 . 4 2 ) A smoke detector is required on the ceiling or wall in each sleeping area . - - Sec . 310 . 9 . 1 . 4 3 ) A smoke detector is required on all stories . - - Sec . 310 . 9 . 1 . 4 If the upper level contains sleeping room ( s ) , a smoke detector is required in the ceiling of the upper level close to the stairway . - - Sec . 310 . 9 . 1 . 4 4 ) Smoke detectors are required to be wired to the building ' s power source and shall be equipped with a battery backup . - - Sec . 310 . 9 . 1 . 3 5 ) Detectors shall sound an alazm audible in all sleeping area of the dwelling in which they are located . - - Sec . 310 . 9 . 1 . 4 OCCUPANCY SHPARATION : Between the garage and the residence , materials approved for 1 hr . fire resistive construction are required on the garage side only and any doors between the garage and the residence are to be a self - closing 1 3 / 8 inch solid core door or a 20 minute fire door . - - Table 3 - B & Sec . 302 . 4 exc . # 3 SHAFT SNCLOSURSS : 1 ) Chutes and dumbwaiter shafts with a cross - sectional area of not more than 9 sguare feet may lined on the inside with not less than 26 gage galvanized sheet metal with all joints locklapped . The outside must be 1 hr construction . All openings into any such enclosure shall be protected by not less than a self - closing solid wood door 1 3 / 8 inches thick or equivalent . - - Sec . 711 . 6 2 ) Gas vents and noncombustible piping installed in walls passing through 3 floors or less do not need to be in 1 hour shafts , provided the annular space around the vents or piping is filled at each Ploor or ceiling with noncombustible materials . - - Sec . 711 . 3 3 ) Shafts for gas vents , factory - built chimneys , piping , or ducts that do not extend through not more than 2 floors need not be in 1 hour shafts , provided the openings around the penetrations are fire stopped at each floor . - - Sec . 711 . 3 4 ) All other shafts are required to be enclosed in a 1 hour assembly . - - Sec . 711 . 1 & Table 6 -A Page # 6 Code review for : Project Id . : AXgLROD R£SIDENCE Address : 1977 CIRCLE DR GLAZING REQUIREMSNTS All glazing in hazardous locations is required to be of safety glazing material . - - Sec . 2406 . 3 & 2406 . 4 Locations : 1 ) Glazing in ingress and egress doors except jalousies . 2 ) Glazing in fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors . 3 ) Glazing in storm doors . 4 ) Glazing in all unframed swinging doors . 5 ) Glazing in doors and enclosures for hot [ubs , whirlpools , saunas , steam rooms , bathtubs and showers . Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and drain inlet . 6 ) Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24 - inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface . 7 ) Glazing in an individual fixed or operable panel , other than those locations described in items 5 and 6 above , than meets all of the following conditions : A . Exposed area of an individual pane greater than 9 square feet . B . Bxposed bottom edge less than 18 inches above the floor . C . Exposed top edge greater than 36 inches above the floor . D . One or more walking surfaces within 36 inches horizontally of the plane of the glazing . 8 ) Glazing in railings regardless of height above a walking surface . Included are structural baluster panels and nonstructural in - fill panels . 9 ) Glazing in walls and fences used as the barrier for indoor and outdoor switcuning pools and spas when the bottom edges is less than 60 inches above the pool side and the glazing is within 5 feet of the pool or spa water ' s edge . 10 ) Glazing in walls enclosing stairway landings or within 5 feet of then bottom and top of stairways where the bottom edge is less than 60 inches above the walking surface . Page # 5 � Code review for : Project Id . : AXELROD RESIDENCE Address : 1977 CIRCLB DR FOOTNOTBS : 1 ) BGRESS - An operable window or door that opens directly to the exterior is required from this room . The minimum clear openable area must meet the following . - - Sec . 310 . 4 1 ) The minimum clear height is 24 inches 2 ) The minimum clear width is 20 inches 3 ) The minimum clear area is 5 . 7 square feet 4 ) The maximum sill height is 44 inches 2 ) The number of exits is based on Table 10 -A ( Dwellings ) 3 ) A mechanical ventilation system may be used in lieu of exterior openings for ventilation . - - Sec . 1203 . 3 Such system shall be capable of providing two air changes per hour . ROOM DZMENSIONS : Habitable space shall have a ceiling height of not less than 7 feet 6 inches . Kitchens , halls , bathrooms and toilet compartments may have a ceiling height of '7 feet measured to the lowest projection . If the ceiling is sloping , then the minimum height is required in only 1 / 2 of the area . - - Sec . 310 . 6 . 1 Bvery dwelling unit shall have at least one room which has not less than 120 square feet of floor area . Other habitable rooms except kitchens shall have an area of not less than 70 square feet . - - Sec . 310 . 6 . 2 Habitable rooms other than a kitchen shall not be less than 7 feet in any dimension . - - Sec . 310 . 6 . 3 STAIR RfiQUIREMENTS : 1 ) A stairway in a dwelling must be at least 36 inches wide . - - Sec . 1003 . 3 . 3 . 2 2 ) The maximum rise of a step is 8 inches and the minimum run is 9 inches - - Sec . 1003 . 3 . 3 . 3 , Sxception i 3 ) A handrail is required on one side a stairway 34 to 38 inches above the nosing if there is 4 or more risers . - - Sec . 1003 . 3 . 3 . 6 , Bxceptions 4 ) Provide a guard rail where drop off is greater than 30 inches . The minimum height is 36 inches and the maximum opening size is 4 inches . - - Sec . 509 . 1 & 509 . 2 , Exception 1 5 ) The minimum headroom is 6 ft . - 8 inches . - - Sec . 1003 . 3 . 3 . 4 6 ) Enclosed usable space under the stairs is required to be protected as required for 1 hr . fire - resistive construction . - - Sec . 1003 . 3 . 3 . 9 Page # 4 Code review for : Project Id . : AXELROD RESIDENCE Address : 1977 CIRCLE DR FL NAMFs AREA MIN . LIGHT MIN . �IENT NO . EXITS FsGRIISS 2 Living room 414 41 . 4 20 . 7 1 No 2 Dining room 234 23 . 4 11 . 7 1 No 2 Kitchen 176 . 0 8 . 8 1 No 2 ENTRY 72 . Q 3 . 6 1 NO 2 PANTRY 18 . 0 . 9 1 No 2 Bathroom 33 . 0 1 . 65 1 No 2 Closet ( s ) 7 . 0 . 0 1 No 2 Hallway 96 . 0 . 0 1 No 2 Office 149 14 . 9 7 . 45 1 Yes 2 Master bath 120 . 0 6 . 0 1 No 2 Master bedroom 329 32 . 9 16 . 45 1 Yes 2 Halls , closets , etc . 84 . 0 . 0 1 No TOTAL FOR FLOOR 1732 1 1 Garage 506 . 0 . 0 1 No 1 Bedroom # 1 165 16 . 5 8 . 25 1 Yes 1 Closet ( s ) 14 . 0 . 0 1 No 1 Bedroom # 2 165 16 . 5 8 . 25 1 Yes 1 Closet ( s ) 14 . 0 . 0 1 No 1 Bedroom # 3 152 15 . 2 7 . 6 1 Yes 1 Closet ( s ) 14 . 0 . 0 1 No 1 Bathroom 60 . 0 3 . 0 1 No 1 Storage room 55 . 0 . 0 1 No 1 Bathroom 47 . 0 2 . 35 1 No 1 Mud room 98 . 0 4 . 9 1 No 1 Family room 196 19 . 6 9 . 8 1 No 1 MECH ROOM 43 10 . 0 5 . 0 1 No 1 Laundry room 55 . 0 2 . 75 1 No 1 Halls , closets , etc . 96 . 0 . 0 1 No 1 Hallway 48 . 0 . 0 1 No TOTAL FOR FLOOR 1728 1 BUILDING TOTAL 3460 2 Code review for : Page # 3 Project Id . : AXELROD RESIDENCE Address : 1977 CIRCLE DR None - - No fire protection requirements for openings . 3 /4 hour - - ppenings are to be protected with 3 / 4 hr fire assemblies . 50 °s of the area of the wall maximum . - - Table 5 -A , Footnote 5 & Sec . 503 . 2 . 2 Maximum single window size is 84 sq . ft . with no dimension greater than 12 feet . - - Sec . 713 . 8 Not Allowed - - Openings are not permitted in this wall . Parapet - - If exceptions do not apply , exterior walls indicated require a parapet wall not less than 30 inches above the roofing . The parapet wall is required to have the same fire rating as the wall . The uppennost 18 inches shall have noncombustible faces including counterflashing and coping materials . - - Sec . 709 . 4 . 2 EXCEPTIONS : 1 ) When roof is a two - hour assembly . 2 ) When the roof is entirely of noncombuxtible material . 3 ) One - hour walls with one - hour fire - resistive roof construction per exception # 5 4 ) Wall is not required to be fire - resistive and openings are not restricted . - - Indicated by � No ' above . See section 709 . 4 . 1 for details and additional exceptions . Page # 2 Code review for : Project Id . : AXELROD RESIDENCE Address : 1977 CIRCLE DR EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Table 5 -A NORTH For Bearing Non - Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required R3 0 hour 0 hour None Any No U1 0 hour Q hour None Any No EAST For Bearing Non - Bearing Opening Construction Parapet Occupancy wall Wall Protection Material Required R3 0 hour 0 hour None Any No U1 0 hour 0 hour None Any No SOUTH For Bearing Non -Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required R3 1 hour 1 hour Not Allowed Any Yes U1 1 hour 1 hour Not Allowed Any Yes WEiST For Bearing Non -Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required R3 1 hour 1 hour Not Allowed Any Yes U1 1 hour 1 hour Not Allowed Any Yes One hour exterior walls may be protected only on the exterior side in a U1 occupancy . - - Sec . 503 . 4 . 8 TOWN OF VAIL BUILDING 75 S . FRONTAGS RD VAIL , CO . 81657 970 - 479 - 2143 Plan analysis based on the 1997 Uniform Building Code Project Number : PRJ00 - 0111 Date : June 22 , 2001 Project Name : AX$LROD RSSIDBNCB Address : 1977 CIRCLB DR Contractor : AXELROD SUILDBRS Occupancy : R3 , U1 Architect : PEEL/ LANGENWALTER ConstruCtion : V -N Engineer : STANLEY NEUJAHR Report By : JMONDRAGON NOTS : The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 1997 UBC . It is a guide to selected sections of the code . Report created using Plan Analyst software by b w & a . ( 719 ) 599 - 5622 Portions of the material contained in this program are reproduced from the Uniform Building Code with the permission of the International Conference of Building Officials . -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - SEPARATION DIRSCTION BOUNDARY ARfiA INCREASB FIRE PROTECTION NORTH Property line 15 . 0 Feet 15 . 0 Feet EAST Property line 80 . 0 Feet 50 . 0 Feet SOUTH Building 15 . 0 Feet 0 . 0 Feet WEST Building 15 . 0 Feet 0 . 0 Feet Page # 3 Code review for : Project Id . : AXELROD RESIDENCE Address : 1977 CIRCLE DR 20 ALL Include engineered truss drawings by the truss manufacturer � s engineer . ( reg in this state ) 21 ALL Include a roof framing plan with trusses labeled to match the truss manufacture ' s engineering . Page # 2 Code review for : Project Id . : AXELROD RSSIDENCS Address : 1977 CIRCL$ DR 7 ALL A smoke detector is required in this area since it provides access to rooms used for sleeping purposes . - - Sec . 310 . 9 . 1 . 4 8 ALL A smoke detector is required in the upper level ceiling at the stairs . - - Sec . 310 . 9 . 1 . 4 9 ALL The garage must be separated from the dwelling by 1 hour fire - resistive construction on the garage side . - - Table 3 -B and 302 . 4 , Sxception 3 " 10 ALL The door between the garage and the dwelling is required to be a 1 3 / 8 " thick solid core or 20 minute self closing door . - - Sec . 302 . 4 , Bxception 3 11 ALL The stairway indicated does not provide the required minimum width of 36 inches . - - Sec . 1003 . 3 . 3 . 2 12 ALL The maximum rise of steps is 8 inches . - - Sec . 1003 . 3 . 3 . 3 , Exception 1 13 ALL The minimum run on each step is 9 inches . - - Sec . 1003 . 3 . 3 . 3 14 ALL The minimum head clearance vertically from a line along the nosing is 6 - - 8 " . - - Sec . 1003 . 3 . 3 . 4 15 ALL A continious handrail is required along one side of the stairway . - - Sec . 1003 . 3 . 3 . 6 16 ALL The minimum height of the handrails is 34 " and the maximum height of the handrail is 38 " . - - Sec . 1003 . 3 . 3 . 6 17 ALL The maacimum opening in the handrail /guardrail is less than 4 inches . - - Sec . 1003 . 3 . 3 . 6 & 509 . 3 18 ALL A 36 " high guardrail with openings less than 4 inchea is required where the drop - off is 30 " or more . - - Sec . 509 . 2 , Exception 1 & 509 . 3 19 ALL The enclosed usable space under the stairs is required to be protected by 1 hour fire - resistive construction . - - Sec . 1003 . 3 . 3 . 9 TOWN OF VAIL BUILDING 75 S . FRONTAGE RD VAIL , CO . 81657 970 - 479 - 2143 Plan analysis based on the 1997 Uniform Building Code t� M Project Number ; PRJ00 - Q�L1 4 ' 1 Date : June 22 , 2001 Project Name : AXELROD RESIDENCE � v( Address : 1977 CIRCLE DR ' Contractor : AXELROD SUILDSRS Occupancy : R3 , U1 Architect : PSEL/ LANGSNWALTfiR � Construction : V -N Engineer : STANLEY NSUJAHR � Report By : JMONDRAGON � NOTS : The code items listed in this report are not intended to be a complete listing of ali possible code requirements in the 1997 UBC . It is a guide to selected sections of the code . � Report created using Plan Analyst software by b w & a . ( 719 ) 599 - 5622 Portions of the material contained in this program are reproduced T from the Uniforni Building Code with the pezmission of the IInternational Conference of Building Officials . # SHEET IDENTI-�' ICATION CORRfiCTION REQUIRED 1 ALL / � - Provide a truss drawing for each type of truss by � ���. the truss manufacture ' s engineer . - - Sec . 106 . 3 . 3 2 ALL �� � S Include a copy of the soils report for this site . - - Sec . 106 . 3 . 3 3 ALL Glazing in this hazardous location is required to be glazed with safety material . - - Sec _ 2406 . 3 & 2406 . 4 4 ALL This area requires glazed opening ( s ) having an area equal to 1 / 10 or more of the floor area . - - Sec . 1203 . 2 5 ALL this area requires operable exterior opening ( s ) having an area equal to 1 / 20 or more of the floor area . - - Sec . 1203 . 3 6 ALL This bathroom is required to have an openable window or a mechanical ventilation system . where there is a bathtup or shower , such system shall be connected directly to the outside . - - Sec . 1203 . 3 I ' ` __ - _ � . — _ � - - _ — i I Page # 7 Code review for : Project Id . : AXELROD EHU Address : 1977 CIRCLE DR 1 ) Provide a window or door to the exterior from every room used for sleeping and basements . - - Sec . 310 . 4 A window must provide a clear open area of 5 . 7 sq . ft . , a clear height of 24 inches (minimum) , and a clear width of 20 inches (minimum) . - - Sec . 310 . 4 4 ) The minimum ceiling in a habitable space is 7 feet 6 inches except kitchens , halls , and baths may have a ceiling height of 7 feet . - - Sec . 310 . 6 . 1 5 ) Provide a smoke detector in all sleeping rooms and areas having access to sleeping rooms . - - Sec . 310 . 9 . 1 . 4 6 ) If there is a basement , provide a smoke detector that is connected to an alann audible in all sleeping areas . - - Sec . 310 . 9 . 1 . 4 7 ) Provide a smoke detector on all floors that is connected to an alarm audible in all sleeping areas . - - Sec . 310 . 9 . 1 . 4 Page # 6 Code review for : Project Id . : AXSLROD SHU Address : 1977 CIRCLS DR SMOKS DBTBCi'OR REQUIREMENTS : 1 ) A smoke detector is required on the ceiling or wall at a point centrally located in the corridor or area giving access to each sleeping area . - - Sec . 310 . 9 . 1 . 4 2 ) A smoke detector is required on the ceiling or wall in each sleeping area . - - Sec . 310 . 9 . 1 . 4 3 ) A smoke detector is required on all stories . - - Sec . 310 . 9 . 1 . 4 If the upper level contains sleeping room ( s ) , a smoke detector is required in the ceiling of the upper level close to the stairway . - - Sec . 310 . 9 . 1 . 4 4 ) Smoke detectors are required to be wired to the building � s power source and shall be equipped with a battery backup . - - Sec . 310 . 9 . 1 . 3 5 ) Detectors shall sound an alann audible in all sleeping area of the dwelling in which they are located . - - Sec . 310 . 9 . 1 . 4 OCCUPANCY SEPAR.7ITION : Setween the garage and the residence , materials approved for 1 hr . fire resistive construction are required on the garage side only and any doors between the garage and the residence are to be a self - closing 1 3 / 8 inch solid core door or a 20 minute fire door . - - Table 3 -B & Sec . 302 . 4 exc . # 3 SHAFT ENCLOSURBS : 1 ) Chutes and dumbwaiter shafts with a cross - sectional area of not more than 9 square feet may lined on the inside with not less than 26 gage galvanized sheet metal with all joints locklapped . The outside must be 1 hr construction . All openings into any such enclosure shall be protected by not less than a self - closing solid wood door 1 3 / 8 inches thick or equivalent . - - Sec . 711 . 6 2 ) Gas vents and noncombustible piping installed in walls passing through 3 floors or less do not need to be in 1 hour shafts , provided the annular space around the vents or piping is filled at each floor or ceiling with noncombustible materials . - - Sec . 711 . 3 3 ) Shafts for gas vents , factory - built chimneys , piping , or ducts that do not extend through not more than 2 floors need not be in 1 hour shafts , provided the openings around the penetrations are fire stopped at each floor . - - Sec . 711 . 3 4 ) All other shafts are required to be enclosed in a 1 hour assembly . - - Sec . 711 . 1 & Table 6 -A Page # 5 Code review for : Project Id . : AXSLROD fiHU Address : 1977 CIRCLB DR GLAZING REQUIREMENTS All glazing in hazardous locations is required to be of safety glazing material . - - Sec . 2406 . 3 & 2406 . 4 Locations : 1 ) Glazing in ingress and egress doors except jalousies . 2 ) Glazing in fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors . 3 ) Glazing in storm doors . 4 ) Glazing in all unframed swinging doors . 5 ) Glazing in doors and enclosures for hot tubs , whirlpools , saunas , steam rooms , bathtubs and showers . Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and drain inlet . 6 ) Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24 - inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface . 7 ) Glazing in an individual fixed or operable panel , other than those locations described in items 5 and 6 above , than meets all of the following conditions : A . Exposed area of an individual pane greater than 9 square feet . B . Exposed bottom edge less than 18 inches above the floor . C . Sxposed top edge greater than 36 inches above the floor . D . One or more walking surfaces within 36 inches horizontally of the plane of the glazing . 8 ) Glazing in railings regardless of height above a walking surface . Included are structural baluster panels and nonstructural in - fill panels . 9 ) Glazing in walls and fences used as the barrier for indoor and outdoor swicmning pools and spas when the bottom edges is less than 60 inches above the pool side and the glazing is within 5 feet of the pool or spa water ' s edge . 10 ) Glazing in walls enclosing stairway landings or within 5 feet of then bottom and top of stairways where the bottom edge is less than 60 inches above the walking surface . I I Page # 4 Code review for : Project Id . : AXELROD EHU Address : 1977 CIRCLE DR STAIR REQUIRSMENTS : 1 ) A stairway in a dwelling must be at least 36 inches wide . - - Sec . 1003 . 3 . 3 . 2 2 ) The maximum rise of a step is 8 inches and the minimum run is 9 inches - - Sec . 1003 . 3 . 3 . 3 , Exception 1 3 ) A handrail is required on one side a stairway 34 to 38 inches above the nosing if there is 4 or more risers . - - Sec . 1003 . 3 . 3 . 6 , Exceptions 4 ) Provide a guard rail where drop off is greater than 30 inches . The minimum height is 36 inches and the maximum opening size is 4 inches . - - Sec . 509 . 1 & 509 . 2 , Exception 1 5 ) The minimum headroom is 6 ft . - 8 inches . - - Sec . 1003 . 3 . 3 . 4 6 ) Enclosed usable space under the stairs is required to be protected as required for 1 hr . fire - resistive construction . - - Sec . 1003 . 3 . 3 . 9 Page # 3 Code review for : Project Id . : AXELROD EHU Address : 1977 CIRCLE DR FL NAME AREA MIN . LIGHT MIN . VENT NO . EXITS EGRESS 2 Living room 75 10 . 0 5 . 0 1 No 2 Kitchen 86 . 0 4 . 3 1 No 2 Bedroom 130 13 . 0 6 . 5 1 Yes 2 Closet ( s ) 23 . 0 . 0 1 No 2 Storage room 23 . 0 . 0 1 No 2 Bathroom 55 . 0 2 . 75 1 No TOTAL FOR FLOOR 392 1 1 Garage 260 . 0 . 0 1 No 1 Furnace room 20 . 0 . 0 1 No 1 Bathroom 38 . 0 1 . 9 1 No 1 Bedroom 129 12 . 9 6 . 45 1 Yes 1 Halls , closets , etc . 104 . 0 . 0 1 No TOTAL FOR FLOOR 551 1 BUILDZNG TOTAL 943 1 FOOTNOTES : 1 ) EGRESS - An operable window or door that opens directly to the exterior is required from this room . The minimum clear openable area must meet the following . - - Sec . 310 . 4 1 ) The minimum clear height is 24 inches 2 ) The minimum clear width is 20 inches 3 ) The minimum clear area is 5 . 7 square feet 4 ) The maximum sill height is 44 inches 2 ) The number of exits is based on Table 10 -A ( Dwellings ) 3 ) A mechanical ventilation system may be used in lieu of exterior openings for ventilation . - - Sec . 1203 . 3 Such system shall be capable of providing two air changes per hour . ROOM DIMENSIONS : Habitable space shall have a ceiling height of not less than 7 feet 6 inches . Kitchens , halls , bathrooms and toilet compartments may have a ceiling height of 7 feet measured to the lowest projection . If the ceiling is sloping , then the minimum height is required in only 1 / 2 of the area . - - Sec . 310 . 6 . 1 Every dwelling unit shall have at least one room which has not less than 120 square feet of floor area . Other habitable rooms except kitchens shall have an area of not less than 70 square feet . - - Sec . 310 . 6 . 2 Habitable rooms other than a kitchen shall not be less than 7 feet in any dimension . - - Sec . 310 . 6 . 3 Page # 2 Code review for : Project Id . : AXELROD EHU Address : 1977 CIRCLE DR EXTERIOR WALL FIRE RATINGS AND OPENING PROTECPION Table 5 -A NORTH For Bearing Non - Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required R3 0 hour 0 hour None Any No U1 0 hour 0 hour None Any No EAST For Bearing Non - Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required R3 0 hour 0 hour None Any No U1 0 hour 0 hour None Any No SOUTH For Bearing Non -Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required R3 0 hour 0 hour None Any No U1 0 hour 0 hour None Any No WEST For Bearing Non -Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required R3 0 hour 0 hour None Any No U1 0 hour 0 hour None Any No None - - No fire protection requirements for openings . 3 / 4 hour - - Openings are to be protected with 3 /4 hr fire assemblies . 50 � of the area of the wall maximum . - - Table 5 -A , Footnote 5 & Sec . 503 . 2 . 2 Maximum single window size is 84 sg . ft . with no dimension greater than 12 feet . - - Sec . 713 . 8 Not Allowed - - Openings are not permitted in this wall . Parapet not required based on the building not having a floor area greater than 1000 sq . ft . on any floor . - - Sec . 709 . 4 . 1 exc . # 3 TOWN OF VAIL BUILDING 75 S . FRONTAGE RD VAIL , CO . 81657 970 - 479 - 2143 Plan analysis based on the 1997 Uniform Building Code Project Number : PRJ00 - 0111 Date : June 26 , 2001 Project Name : AXBLROD EHU Address : 1977 CIRCLE DR Contractor : AXELROD BUILDERS Occupancy : R3 , U1 Architect : PPEL/LANGENWALTER Construction : V -N Engineer : STANLBY NEUJAHR Report By : JMONDRAGON NOTE : The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 1997 UBC . It is a guide to selected sections of the code . Report created using Plan Analyst software by b w & a . ( 719 ) 599 - 5622 Portions of the material contained in this program are reproduced from the Uniform Building Code with the permission of the InternaLional Conference of Building Officials . - - - - - - - - - - - - - - - — - - - - - - - - - - - - — - - - - - - - - — - - - —_ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ __ SEPARATION DIRECTION BOUNDARY AREA INCREASE FIRE PROTSCTION NORTH Property line 15 . 0 Feet 15 . 0 Feet EAST Property line 25 . 0 Feet 25 . 0 Feet SOUTH Property line 50 . 0 Feet 50 . 0 Feet WEST Property line 80 . 0 Feet 80 . 0 Feet Page � 3 Code review for : Project Id . : AXfiLROD EHU Address : 1977 CIRCLE DR 19 ALL The minimum height of the handrails is 34 " and the maximum height of the handrail is 38 " . - - Sec . 1003 . 3 . 3 . 6 20 ALL The maximum opening in the handrail /guardrail is less than 4 inches . - - Sec . 1003 . 3 . 3 . 6 & 509 . 3 21 ALL A 36 " high guardrail with openings less than 4 inches is required where the drop - off is 30 " or more . - - Sec . 509 . 2 , Exception 1 & 509 . 3 2z ALL Include engineered truss drawings by the truss manufacturer � s engineer . ( reg in this state ) 23 ALL Include a roof framing plan with trusses labeled to match the truss manufacture � s engineering . Page # 2 Code review for : Project Id . : AX$LROD &HU Address : 1977 CIRCLB DR 7 ALL this area requires operable exterior opening ( s ) having an area equal to 1 / 20 or more of the floor area . - - 5ec . 1203 . 3 8 ALL This bathroom is required to have an openable window or a mechanical ventilation system . Where there is a bathtup or shower , such system shall be connected directly to the outside . - - Sec . 1203 . 3 9 ALL This area requires an exterior opening for emergency escape or rescue . The minimum area is 5 . 7 sq . ft . and the minimum dimensions is 24 " X 20 " . - - Sec . 310 . 4 10 ALL A smoke detector is required in this area since it provides access to rooms used for sleeping purposes . - - Sec . 310 . 9 . 1 . 4 11 ALL A smoke detector is required in all rooms that may be used for sleeping purposes . - - Sec . 310 . 9 . 1 . 4 12 ALL The garage must be separated from the dwelling by 1 hour fire - resistive construction on the garage side . - - Table 3 - B and 302 . 4 , Bxception 3 " 13 ALL The door between the garage and the dwelling is required to be a 1 3 / 8 " thick solid core or 20 minu[e se1P closing door . - - Sec . 302 . 4 , Sxception 3 14 ALL The stairway indicated does not provide the required minimum width of 36 inches . - - Sec . 1003 . 3 . 3 . 2 15 ALL The maximum rise of steps is 8 inches . - - Sec . 1003 . 3 . 3 . 3 , Bxception 1 16 ALL The minimum run on each step is 9 inches . - - SeC . 1003 . 3 . 3 . 3 17 ALL The minimum head clearance vertically from a line along the nosing is 6 - - 8 " . - - Sec . 1003 . 3 . 3 . 4 18 ALL A continious handrail is required along one side of the stairway . - - Sec . 1003 . 3 . 3 . 6