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I / ` �7 � � r � R , �1�� ! 4�� E�f� ��'� � ;i rl jtJ' !`t+''«f ' tl:�� ` ��t�l,�..�15 '�,�`•'s; � ��I�� • . � V ' ��r't`r,t � `l4 ( r�t� [� lf,'i r�i; ,+r,+ fi �.t t�,.�., , n �l t ti•.,}.•,�,�t ! � ,�,r- �j�f , � j �t,l j!r �( r r r ,I'� ��'yo!! + f �"`:�� c� 1 �: r,, �.`� � � t1,t, 1� � / r � � . ,�,;rrt x � r �t,+r �r� 47Cr i�j f'�' �r , i�{. 4E.,�� 1�j4z. �,�1',� �. :itu�„ ./ � _,�/G+ • �. � ` ��r��r"r�t�A'i:l;r,4y,�r���1�t1� NI+p�fk,i1''�f'u�'t+`ihf'�t rrtr';'''fl '��+''+ f `?�,a�t'w�.'-" �`�;�,�,¢ � ��dl�l�`�i�!l11`�� x:,�i t«`• F �� � - j r� 1 7��,, 't ' !t,.t,� 6 rtk)�� ' \ \ 1 ,% `°�;`. t � t ,�1 � c* i ,� „i,,i�r+l t t SfG,r ltrl'�r �y �., tft ��+lu, • 1`es i� � i`i,v� � t' ��;«t'` i � . � � . � r 't ;; yr r,�.,r1f;;� t �r;nt, !!� i, y ,\/ �I, ��5,�,s+ � �� i � -- , , i � »•„'`tr itr t1 t% �! 4.,, �+r+� �y� . , s.t�;est� . t � � � ,� �. ��,, u,,,��,� , �� �r,,�'ry�1,�� rtf � r � ,,,, �ta�,;;.; ,�„�,�„ l, GENERAL NOTES ^�� H. ,�t, �r,�7,1�;�d�rr�t t� t„i r 5, +f�'r,'1'! =t�r I.��l�,,,�,�`!;"i,. t�±� ;��r�,;,;f �+ .� � `:�s �l ;rd tt ,is`l�4``�����,rt �` H %� � � 6'�'7' rr �t�� tt��(;r�'�� ��'�it;�',,��i,'r ;t r i ��,r r ,t �, .`� \ � �tt�ti stk� f . . < , d, � �� ,<<�ct�rG,',!�F��if ' r'+1�'i ;r• t, ��iii�r7; d� ��f ��r,rrliht�P�,r :f;i� ,r:t� t'r,v� � �,�`•` 4ki+�t�i;,,�. �L:,i�'i�`tit�h`�;� � `� ���i _..' � �t, �4tg 1, i 1 h� � tr,� 1 ' rFr!'tr ,.,�`.,,�'• �,2, i„ ,. `�,` 1(r �°�,77 '�i t,I,!,�ry I � �1�� lrl�, �� t'rrr �st, �,Ls, i �tic��` �`' ' � �N, � t i!r�'��i,���1l.k�`,i,lrt,I j J J�yl" t�!l,,,7",�r' hf;t;1�;'r 7,i�;��dr��it'�r r r� r� '`t"�l�� ,4�`'tt�`i t`,,t,,s :; �� /� ( , • 1 , � . j,� jrlt� f11�� h;u i �;��h�rt i,,. r�r�.,, !�r ef�, h � � , t°'�, �`,� i�.t f /� � ` ' ' - � " _ r �,r+i�Ny��yv'x�r��:'�jj,''rf��t�, � JGIfi �, fi�S�rl;�f���rxt+���•� r'rUhj.j,`,'�,' ``t 1 t;��t t,��ti`�s„'•1`o,+.•t,��t�,�`� . �/� . , i = ` ' _ � , h ,( �/ � f�,f,u,��, '( /� - . - . � x � ' 'G`' '�'u "�!�`'x�i"� '��i�t'��f���,,���1i;,>>r,t?+; ,i��I�`�I�?����'��fi�ih` th,''� �",1 l;rj;,'�,:.;r_ C � '` ` ,�'""�,`' � - ��j'" CONTRACTOR IS 'FO VISIT THE SITE AND VERIFY EXISTING CONDITIONS AND FAMTLIARIZE • ' � „ � � "'" � , �1� 7�,�j1{,,+� li �, J4 J��;r„N}j •,ytt;�/'lsi,��t��t�� r �,+r�,�,r , . / � �.`��,�� /•Qy�j•� D�Q � t�/i'l� � �` '� f';lrfl�fNt�r r t «(� � t�' �t�rr 1^ t tr u r�'�1� �x��!fjr� , � ! �,,�`=�' � ,,� lL HIMSELF WITH ALL NEW AND REMODEL WORK CONFIRM DEMOLITION AND SALVAGE WORK WITH i ` - , - � � � �.{ '� t''r,}l,il�rrjh�t;��ff fl,+��{�If�f��l�t�i! f��'�,;,��'lti'�,rf� .�t''��4���k• :�'� � ,,�ir,l�' ��'!�''�f � � � � Y '� � � ' � f • - - j . . , . -� � � , � ,�, i,;r;t I ,,1;, �,,���r,,,��,r��r, �'�;' �' rr„=. 1 . ,� �`'`` '��`~t��y`'` , t * , V ` �` / ' 1,,�;,'.�;�;J� ,,;,�'�,�,jr?r?,�k3�n�'=1ri(I�„���,�+,i� i�,,, �il;�,l�r'��f�, � �` � ,\ � �, F �� � ` /� \ THE OWNER AND ARCHITECT. IN THE EVENT OF DISCREPANCZES BETWEEN THE DRAWINGS AND !�'��'a=� '�__'' jt '� jY" ` tI'a��'' ' �t,,'�j�' i7F �' C % EXI5TING CONDITIONS NO�I�Y THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. ALL F' , c , " r ` � ` r�rr ,���.����'�� f7����j�+ �r,�`;',ittrl��j '� i; f,�ii ij'S�r���° �� h � � . /� �! � / �j;f��'�'�' �� , ,,��Ii7jj 1�!(�tir (�; � ����7 �� r�j'r�r,!';�tr�'f�'��1%;'f';�t l+r � � 4 • � � ; ° � - . , . � -�,- _ 6�' � -- . �':�,;,r,��Nlr,,G,1r,�,,�i, r .m;r�;r;�?lr�,r���t !i?�,�!���y,,, ��; ,r,�'t;,,y,�;,��,�,��;r��,y,, r rj,��,>>�,?,,� 1 � � 4% .,� WORK TO B� PERFORMED IN ACCORDANCE WITH ALL APPLICABLE CODES AND REGULATIONS. . � > , � iu�� "- . 1 ;;`',�';j i,��f�i��� r;�°�r+ri'r�1�1'��,i�r u'P ��t'!r'1�,r��7�';�,+,n�:,��tf:.,qr�jtr �r'�Grfi�'tv�r f ` w � -, , , , ` , • " � � � � � � "'`�;', 't �i'�t�,�r rr� j�('�,�� ,�,:ir.�r'I;tr ��1 1 1'•�,t �r�� � `� D/ ., j.� �9"fN,' ;i'��,+'i. 7, h 3.�rt t +!j !r lt,�t17 ���! ��'fi,;,rhf" \\\ ( � . ' E - `, . \ � - '.!,'''';t'?f'"'!G;l��' • `���`�'� ��t+�,�'1j 'j t�+j''`�!t`'ki'���'�"'f't+ t,;J��'!+ ,�"' ` ' - _ "-'" . �/ �;. � ' �� ' ' ALL rINISHES, MATERIALS, DETAILING, FIXTUIZES, APPLIANCES, EQUIPMENT, ETC. , INCLUD- � � , ` ' � _ � \ /� • �r�i ��' 7 Ii� !Ii�i''! Nr:! +:E7 r �t�+'+;�`'�rf� i D � J�'i��rPat�' te t r� l��t x �.. . 'r�,' , 'j , f�lf��1�?'�r �,���r��,�,t��t�r„�J.tj� � �r rr ,r `/ � . , ' , � � � -__��;����J� �-�__,_,_- _, , � �!,`�y�� �,"r"'����i r,,; �"({'.'p"t;i+�'�' '9t'r,r��'u+,�h+'s+t ����'i�`'���n '�'r,+ir��' ...- _ - B , ING MATERIAL AND P�RFORMANCE SPECIFICATIONS AS SELECTED AND/OR APPROVED BY THE `� � `t� �+�'�tj'�rf�'F r k� �''t ��it;r'�Lt�;l;�i lr�� +�`�hEtf,��`�1t��1�rh,�� �j f ' � - - ' ' � `•rf?��3�te'�''�;��''� '���`� '"'` �f'�r�j«1''���:�'�7j�yrfi+�t�'��f�''+=!'��'" r`'� � 1 � � OWNER. MECHANICAL AND ELECTRICAL SYSTEMS DESYGN SHALL $E THE RESPONSI$ILITY OF THE i , , , � r n�,r �t�!i f�lelt�•f� i+rE t .I,t�� n �1��,�tl � LL � � � , . � , • �j;'�, ''�+�,yr,s� , � it''!r`'� `~�<'�!�''3�i' '��1,�°��„���,,,,, �,; ,�;;},�,��/ ' Y � GENERAL CONTRACTOR, REQUIRED SUBCONTRACTOR OR OTHERS AS SELECTED BY THE Ot�1N�R. « -- � �;_� , ,r�;u � � ���, � k , ii'r'f1�a,, , ,r r=�.t, ����;;„ `,�'�h'�1��.,, '�'i,f���r, � � +��r�} }t,��^!'�"'` ,i r� i { ,z ,r, 1"r"+,1 F r � ; E��ir�in �t!'` � �I� i`` � ��� -J ��� 1 1� ?iy� ! /� 'n,,i= 't ��,f' ` sq �'fit,l;�t�t,rrii; ,i�,u liy�, � ]�' ) ' ° � , ` s,,�lr�t j�li fdfilil�f !-p ' j'S jj,r5r,�1�li�rt�'���'�1t,Si!;f�'' Y � ��\`�� ,.%� � - • a ,,,r;r �', �, � !1� x �,; ,r�,;� ' �„ r;��' �r� -_ � � � � - - IN THE CASE OF REMODEL WORK OR ADDITIQNS TO EXTSTING CONSTRUCTION FINISHES DETAIL- dY,='rt�r f •t f�', j• !,�. f ._ . _ _ �,�{��. f� , f f ' '�,�� ���f��yi��r 1'Itt ,���'�j��r����,;�'� ' , ; � - �� � 1� r�`f G��/r=���„'�- 1 !� , _ ING MATERIALS ETC ARE TO MATCH EXISTING OR AS SELECTED AND/OR APPROVED BY THE • �,��r,!„' '' �_�t,' r ,�t � ' k'�`„ F�t'1 �� 1 , > > • ► �„l1;� '�tu+; +�r,,''�' '�, t rr '. � �;,,t �� ��� t e, r,,,,�) 1= .� i � !� -...� \ ` � , � "'"'�''1�+':r '`'�"�����"''j+�t'f1�! '� �'�f G' A � � � �� -- �.���,�i ,��IC� '�"O �-�,,��'-'„�'- �"-p� � OWN�R. CONTRACTOR TO VERIFY EXISTING CONDZTIONS AND SY5TEMS, TNCLUDING R�QUTR�D ' ' w' �'�''"�>>''��t�r rrj�;;�r��,rr'�r��''i,', r' �-'c ,- "+"�'��L_ / � � � . ,�r:;,,��i, IF -; � 1 • VENTILATION, RELOCaT�D HEATING ELEMENTS, SPA CONSTRUCTION AND EQUIPMENT, ETG., AND f 1 _ y , , ��\ F'S;ti�'r+�a�r,�;t;� �/ , , t'',,,r �.,7�d„t'�q, _ �j- '�� „' , 1 � �.�/ E .�,41 �_ (� i � E DETERMINE ADAPTABILITY TO NEW WORK. � �f � , - � � � •� a �- . - --.-d/��_ _ _ , � o� r��}��';,��,�ri,�r!},+�, o ._ � __ j�� i }�y��,�,� � � • , , . '� , _ ` � �� � � ��,t'1� �r�'' ,'t � �� � �d `_`I ��^�-'� i/�fi�� ����� ` , � . � ��j � ,� - I - - - - } 1 THE ARCHITECT A5SUMES NO R�SPONSIBILITY FOR ERRORS, OMMISSIONS ANII APPLIGABLE CODE ; , _ , - , �i . . �• � __ , - �';� ��`�'`c-�� Jr'fl f __ � ; � , • � , . , � � , �� �-/�� � � REQUIREMENTS OF CONSULTANTS. THE ARCHII'ECT ASSUMES NO RESPONSIBILITY I'OR UTILITY i, � ; , (=1 � � � �� 1 , f f � � � � ��f � CAORDINATION, CARE OF �ADJACENT PROPERTIES,� PERFORMANCE�SPBCII'ICAT�NS AND THE COM- , ,� � , O\ PONENTS OF CONSTRUCTION SAFETY; NOR FOR TH� CONTRACTOR S FAILURE TO CARRY OUT THE 4� __ `� . a� \ � �����f� l,�.----� _ � ?' �'� �� r��� .�' ` �, �� � , , WORK IN ACCORDANCE WITH TH� CONSTRUCTION DOCUMENTS. � ! ' , .- � . . _ ;�, �� , _ g � _ � ` " (J,, A� -,_ D `�C, � _ ° .Q � ,r � �� "� ; , F _ � � � TfiE Ot�iNER SHALL BE ftESPONSIBLE FOR ALL EXISTING HAZARDS ON THE PROP�RTY; AND FOR THE k � " ' `'� � � C � `f DISCOVERY, PRESENCE, HANDLING,,REMOVAL OR DISPOSAL OF OR EXPOSUR� OF P�RSONS TO ' � ¢ ' � � ; "�� , , � A _ � ` I,�� � � �� HAZARDOUS MATERIALS, WASTE OR SUBSTANCES IN ANY FORMS ON THE PROPERTY, INCLUDING BUT , . � _ ` � . - �`- . �� f'' ' � . ` -�/j�'� � NOT LTMITED TO ASBEST�S, ASBESTOS PRODUCTS, ETC. , . . , , � � ����� : ' � � � �°": /i 'f ' , , a . , . �� � _____._..../ � � , �p �� -E � -l� � � � . � _ - � � . � � � ..��, � � �k1 J, / OWNERSHIP AND POSSESSION OF THE ORIGINAL ARCHITECTURAL DRAWINGS SHALL REMAIN THAT i � , � � .� 2 C ' ,� « 't ` / OF THE ARCHITECT. REPRODUCIBLE COPIES WILL $E PROVIDED AT THE OWNER'S REQUEST AND , r � , '' �,�„_ _ ' fi�, "'� t`,1� .`, 5 f EXPENSE. THESE DRAWINGS ARE NOT TO BE USED ON OZ'HER PROJECTS EXCEPT ON AGREEMENT i . . - _ ` •t��, - ��-�'• ��., � � ` � ��j _ �_�� / IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT.� � � , . ''�� \ �� / � � ; - _ � / � , , C ' ' , '� � �� � :�_ �-�' . , ,, ', , . _� 1 � , ` , �� , ��� � � �� • E � � _ --�/ i � . , , . _ ��� �, �� �.. .�.--- ,/"�-� A � , � � _ �G�''� 'f ✓� � �� `. �t�!��'i�.�"�, ,�/ � ` � . � � � , , � , , � . 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F i-A�'IILY RESID���ES ' 23$8 arosQ drive 343-476-450b date � ' � ` N THE EVEt�f� OF QUESIZt?NS R�GAI2DING THE WC�RK OR DISCREP- � Post ofFice box 1202 vai�,Co 81658 PsczES nv � rn�.wnvcs, NOTIEY TfiE ARCHITECI' IMM�DIATELY. _PAR�EL 5, SUNDfAI PHASE ONE �praject n NOT PROCEED WITH WI�RK UI�TI'IL ALL SUCH QUESI�ONS AND/OR cl rawR Qsc��rtc�s �vE B�t x�soLVEO, Mr�111N GC�RE PL�CE, VAIL, CC�. ;�n�uiahr anc� �gorman, inc... .- - KE . , � structurnl engir�ears°,�D3-377�2732' sF�eet of . - , � . ����'�/ 4 �' � , � ' F r � .� Y ` i � � � m � ~ i . � rv L S x v e F � � � � ' ^ _ } y � ` � ` r . • F 1 � i a t r ' S + 1 ' x c `' � °, ' ,' • � ' ' ^ t .; ~ „ . •� —.. �{r�,.Y .. w n�i t a ._ — a r._ n— — f ^ + . * '^ i a r .n *' , ` ... ' Y , � v `V —� — .. a i w � � � <— T x r A r e �_—r. . , � Z � f r 1� � � ` , , r � r r ` " v � y i �r i' ♦ � r i � _ y � � i � � t � ,p r_ t w ` ' _ ; � . ' � ° - , . , . � � � , , . - _, . . • � - � ~ DOQR SCHEDULE' . - � 3 � � - � ; � WEATHER SHIELD WINDOW SCHEDULE (CLAD, WESTERN ADOBE� _ ; p - . ` - �, " � � � ' , 4, - � . ' � � ' , , - - , , - . � � N0. S�ZE ANA THICKNE55 MATERIAL AND B�LID�HOLLOW REMARKS � N0. TFT UNTT NUMBER ROUGH OPENING (WIDTH x HEIGHT) R�MARKS ; , - _ , . - � � , � , � � ,- t . , , r _ _ , ' . , ' � , 1� 16080 - . . Garage w/operator/siding� ' , { , , f , , : O1 21-2444 4-9 x 4-1 3/8 Egress hardware ' � � ' Y � ' � , Y - , , , ' � 2 2$68 1 3/4 Meta1 SC insulated , � 2 31-2444' � ' . � 7-i x 4-1 3/8 - Egress hardware 5 , . . ` � � � w � � ,� . � � � :-3� 2868" 1 3/4 Wood SC , Self closure • 3 21-2444 4-9 x 4-1 3/8 ' Egress hardware � � � � , , , � - , � ; -- � , - , � . , ' - � - 4 Weather Shield �,ee Haven 3-0 x 1-4, 4-9 3/8 x 6-0 X/16 R.O. , Code A, W. Adobe 4 11-Z044 , Z-1 x 4-1 3/8 , � .� , , �, _ _ � , - - � � . , � , , - . • - � ' S 2668 1 3/8 Wood HC � 5 2I-244�+ 4-9 x 4-1 3/8 • � . : . � � ' . � 6 2668 1 3/8 ' Wood SG Self closure if Req'd. 6 21-2458 4-9 x 5-3 3/8 � Csmnt. Eyebrow, egress ; , � - - , � 7 2668 1 3/$ � Wood SC 7 21-2444 4-9 x -4-I, 3/8 Egres� hardware , � - ' � ^ ; 8 5068 1 3/8 Wood HC Closet bi-pass 8 11-2044 2-1 x 4-1 3/8 r � � - - � 9 2068 1 3/8 Wood HC 9 Ha1f eyebrow Field measure Fixed above�door ' � , � � , 10 • 2068 1 3/8 Wood SC 10 Halt eyebrow Field measure Above 21-3212/picture � . , , f � ' - , _ � ' 11 2668 1 3/8 Wood SC � 11 21-3212/picture 6-1 x 5-7 7/8 Awnings/single panel ' � , 12 2068 1 3/8 Wood HC 12 Half eyebrow Field measure Above 21-3212/picture ' � , , � 13 2668 1 3/8 Wood SC � � . , , , 13 21-3212/picture b-1 x 5-7 7/8 Awnings/single panel � � 14 6068 1 3/8 ' Wood HC Closet bi-pass 14 Ha1f eyebrow Field measure , Fixed above door r . - , � 15 Weather Shield French Ynswing Z-6, 2-8 S/8 x 6-10 1/16 R.O., Code A, W. Adobe 15 31-2458 7-1 x 5-3 3/8 ` - . � , � , ' 16 Weather Shield Frenc� Inswing 2-6, 2-8 5/8 x 6-1Q 1/1G R.O. , Code B, W. Adobe 16 21-2458 4-9 x 5-3 3/8 ; , � , - I7 2068 1 3/8 Wood SC , 17 Fixed eyebrow 4-9 x Z-9 3/8 Single panel � � � � • � , ' � - � 18 2068 I 3/8 Wood HC Pair, linen closet � 18 21-2036 4-1 x 3-5 3/8 , � _ . . . . � ' , " ' . " � � 19 2668 I 3/8 Wood SC � ' 19 Fixed eyebrow 4-9 x 2-9 3/8 Single panel ' � , � . 20 2668 1 3/8 Wood HC _ ` 20 21�2444 4-9 x 4-1 3/8 �F' . � � , . ' 21 2068 1 3/8 Wood HC 21 11-2444 2-5 x 4-1 3/8 Csmnt. eyebrow, egress , ' ' - � ' 22 2068 1 3/8 Wood SC , 22 Fixed eyebrow 4-10 x Field measure Single panel � ' - - - _ i ' � � � � � ° • ' 23 2068 1 3/8 Wood HC Pocket door, toilet 23 T'ixed .eyebrow 7-4 1/8 x Fie1d measure Single panel ; � - ;: L � � ' . � � , � ; 24 8080 Garage w/operator/siding 24 11-2036 2-1 x 3-5 3/8 , - . - - , . , , _ . ' 25 8080 � Garage w/operator/siding � , ' � . , � � . - � � - � - - - � . . , i . � , - , � 26 Weather Shield Lee Haven 1-0 x 3-0, 4-5 3/8 x 6-0 1/16 R.O. , Code B, W. Adobe ' , , � ` ,.. , t 27 Weather Shield Clar-Vu 5-0, 4-10 x 6-10 1/16 R.O , Code B, Western Adobe � _ ' - - �_ � � ' ' � � � � , ; 28 Weather Shield ,Clar-Vu 7-6, 7-4 1/8 x 6-10 1/16 1.0. , Code E, W. Adobe � � � ' , � � ,, , � : " 29 206$ 1 3/8 Wood SC • , ' ; � ; � � 30 2068 1 3/8 Woad HC Bi-fold � � + , R . . i ' , � k 31 2668 1 3/8 Wood SC , ' ; , � � � _ � ' _ , � " . { 32 2068 1 3/8 Wood SC ' � ,� ' 33 2068 1 3/$ Wood HC � Pair,, linen closet � . � � � 34 2068 1 3/8 � Wood HC ' - � - , ' 35 Weather Shield French Inswing Z-6, 2-8 S/8 x 6-1( 1/16 R.O., Code B, W. Adobe , ' � �I ' � i � . _� ; 36 tdeather Shield Clar-Vu 5-0, 4-10 x 6-10 1/16 R.O,, Code B, Western Adobe , . 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' iv . . � � 'y ^ _ , . � � ' w . . . , w� v � ,+ : . ' . . ' � ! � � �' , Y i �. � - �, � � �, " . ' �� 'y � � ' ,� � � ' �� t. �- ` . , � 4 • _ r r ., .,. , , . ' , . � - � . � � � ` ' � ' ' , y � � ,. ' . , ` �� ,� .. �, ' �. � ' � F , - � ^ _ ^ , z ° ,, � �° , ' " '� , °fi � � ` C •�� � � � , �� � "� " '� , - . � • � , x , ' � � ' , _ � 1� ` ,. � ^ � ,. .. . ' � " ' r � ' , j _ � � , ' , +�� j ' ' , < < ` � • i . ^' „ _` . ` ` , � � a .. , � .. r�.. ' `y r � _ ,�` , • ` � ��� / � . a n .. .- � . - u n � .� r _ h y � � . + ` x , �, , � ' ' � ' r 4 t, _ ' _ � "t � � ,+ � ' �. . C '. r� � _ ` i i ♦ r ` ` T P 4: . . Y � ' � ` � w r. T y e i t >.. e ., r i � ` � � � . ' ., � • 'x £ � � � ~ • i � M " x r + ^ ��4 R. ;+ ;,k - � , � . , . . e' . , " _� ' �. � , ` .� . ` ,- , , ^ , _ . � , � _ . , _ , - � F ' _ ` ,, , � ; �, � ', � ,' : � ,y °� ° . � : � ' � . 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"� 'ItOtI1}� IUrIt,�+�r1WA.�t�I�r.,�+C�.i.+C�~-'�. °,1�JC?R FlR±M'tING P�.«4Nti � ' � , , �, . i t � � �h� _ ; . . � � ' ° ' � � _ � ' , , , � a � a r t .• , , , . , v _ � 5, �iV�..�►�''��►�;ti ���,�.� ,�.� _ � , - � � .f, � _ ` n - , . , , , � � i�y`�Y ` � t°� � ` 54 � I ' i 'l a' r • ^ ' x ~ � Y . .. � ' * F r ' .c � * - r s � ` � L ' v ' (. r, ; ` l � . « 3 A �L ' . . .� � z ' x • y � ^ ♦1 v � ' i • ,� 4.,'M� µ < � �.} Y , � ' W ry ~ �` s Y ' � , ` A ^ ~ ^ 4 5 t "I ' ~ r . , , , � , , , - . - � - � , a . � , y � _ , , , � , , , . , � ���1�� .,���������� _ � , .�Z�88 ciwsc�{�iriv�e" � �303-47S-4b�8�� ; date Y . `� _ > . 1 � � . � ` . � ° , < , � .< , i '_ - � - .. � . ° , u `� , -°p,o�t af�ice�boi�-t�C2'�L�,v+�il� �o. StS68��, ' � � � , -- � . ` , . ' , . � ` • � - , � , , . - ' �� � � , � �� � � � _ � ` ' pr4ject 94133.. � p t , t ' � � � �. . � �� t y t ., . a " 1 1 � � .. � n , Y � ° eL y � 4 ' _ �V .' � e � � r • • � . �. . �- � � L � � � � �. ; , � , � . . y , - . , . � . . � . � � t , , . ; , . - a< < a � , � � � : � . � `- � � - � � . . _ : . � _ . � .- � . . a � p�c�. �a, ���t: r�txt�. c�� j . �, � , � � . � �� t = �. i! ' �, • �"i � i , . '° � � � , � t _ ' " � , . � , � .. , ' ` ` ` • - ' � . .. ' �F °1\ , "' , F ' ` � t F . ' ' < `r MA�:GiOR� PLACE� �!t7�Fl� �� � � � .+��+ r..�r�. r. f t , �� * d+, . � � , , „ , , , . . , � , - , � � - � . - , .. . � ,- , � •�. � . � - T 3��� - . , , . � , . . r , � . .� . � � , nec�'ahr" an+d c�ormari i�rC. ��a� '� ' � � � ° ' • r�t � ; , _ _ � , . � �- �,; � - - _ . . . . � , z . . - � , ° - � � , , . � - . s � , . , ` � .�� , . : , �� - , . , _` . ,, t , r � y . , ' � _., r ,,�tivctu�'el� sngt�eecs 3�3-!37'7-�732`'�ti, 's't�i,�ef � ot� �► ° , �. � �'- , a.w , � � ' . W . _ . , . ; - ` � � - ' � ' " - ` ' .` � r . � ° ' - ° ' � - '� , ` ` � _` � , � ' �`� ;r; " � ' ` "� ' ' 4 ' ' � , ` � F ` . V j ' r � , , � � " � +r �. + , 1 � ' � � " .. , _ � �� , „a . . . ! , "�, , . , - ,� , �� . , � ^ .� . , , ,;� ^ ' ± � } ? _a � ^��r.� � � � . � y � ' � � ' i � ' ' `_ s _ � ., . ` ` , � . � . � , � , ,. � � , , � ' � ' , , � . " ' - ' ;s ` r ` � ' , " . � � � . ` � , ` � , ' �� . �� ' - ' - .. « � � i � �3� V ,, � � sj �T. Zx6 TREATEO 2x6 at 16�0.�. GENERAL N�TES Zx6 dt 16'o.c. ' - � STIiD WAL� PL�4TE W/ ��'o ANCHOR STLID WA�L Di4' T.t Cs. f'Ll'WDOD --- � �SOLTB et 48'o.c. CMAX.) �x6 et 16'o.c. � ' PLl'WOOD 3�MP.��IN t. Thesa general notes opply to oll structurol drawings cnd ' �; �_' PLl'1i100D g�p w,qLL � 1�- J018T HAT�ICsER supplement the project specificotions which shall be referred /��' EXP. JT. MAT'L. /3�<� T•� G• Pl-YWOOD to for additionel requirements. This proJect is designed in . FINIBN CsRADE CONT, I-JOIST /11�' I-J013T 8t 16'o�c. accordonca with the Uniform Building Code 1991 Edition. 2. Live Loads Used in design: ' ' Z'-m' / CONGRETE BLAB RIM �` �,.0, 10m'-m' A. Roof: (snow) . . . . . . . . . 80 psf (not reducad) � � iv �� ��Q,e,pE �z' EXP. JT. MAt'L. -- --- - ___-_ _ - - _ _-_-- -- 99'"`J3�a' `�' -_ -------_- - ---__ - TA. p��. or drik prov�sions of 1991 UBC Appendtx 23. = • d� x A�at 24'o.c. 99-9s� TA. PL`r'WD. . . - i�. TA.W. � / � SLOPE9 CONGRETE SLAS \ TA.W. - • •� 8. Floors: . Decks. . . . . .. . . .�100 psf I i� _I . , f , TA S�� � ��,qpE r � C. wnd: 8osic Wind Speed . . 80 mph ����,��� ' - - � � � . - - - =-_-_ _- _--- = -- _ _ -_\\_ -- __---- __ 3. Concrote: Exposuro '.�� GONGRETE SL,4B -�I . ' ��=I I��� � _9� � A. Concrete hcs been designed and shall be constructed ���-�� TA.W. •• , - ' ��T• �� 7�'�'T�p in accordance with the American Concrete Institute ON GRADE � 1-"'- � I- ��I , PLATE W/ ��z'o ANCNOR � Reinforced Concrota" � • Il��' I-JOIST et 16'o.c. , �� . � Building Code Requirements� M • ��� ���� . BOLTS at 48 o.c. (MAX) (A.C.I. 318-89) and (A.C.I. 301-89) Specifications for 98'-m' ' � -�� • Structurel Concrete for Buldings. Section 1.3 : TA. s1.ae ' i I I I I I i ' cor�E�w�z�Arv�OR � /�' I ' � - �- • seep Field Obserwtions18 ora ro he'of h set9e eral ty� �-���=��� ' . -��� • BOLTS at 48'o�c. �MAXa pROVIDE GRAWL GI�'`"�`w� ���C� " ~ P 9 P 9 � � ' - � notes. Ali concrete shall be of stone aggregate, unless 9'T'-4' ��_��� � • _�I I-I�� 0 . • � S �Q D TS . � � noted otherwise. Minimum 28-day compressiv�e strength TA�. I I I—i I i= ' . - � /�' ' II cp iv � �: ��i���_ � �� Ct«WL JI - �C� � � , � N � shcll ba cs f 91ows: . . . � , 4 x � et 48 oL. � Slab on rode . . . . . 40Q0 psi , �2� All other concrete . . 3000 psi ' A • 4 x � et 48'o.e. / b See s pecificotions for addittonal durobility .� ` . M (�, • 5 �T. � ` �6. - _ ' requirements. . ` � , ��� g �T. T� : �T . r ( II 6. Reinforcing is to be new biilet steel A.S.T.�I. A615 TOP t 80T. � grade 60, except ties and bars to be bent or welded in ' (Z) " 5 GONT. - , «� 5 C�T• ��-�� the field shell be grode 40. Provide corner bors to match `�' � TOP t BOT. � �i i i���-�I TOP � BOT.- \ , �-"'- ail horizontol reinforci�g tn cast-in ploce wolls. Provide ' • � � , �I((= not less thcn 2-�5 cround oll sides of all openings in N ` -" 4 x � at 48'o.c. �., ' /• 4 x � at 48'o,c. i�. � � �`' � concrete ond extend 2'-0' past edgas of openings. No , � � � ��_�,. • �' � 94�_9si�� • • d 94'-9;�' � � splices of reinforcement ore permitted except os deteiled °J'4 '0��4 6' 6 --� • TAF • or authorized by Structural Engineer. Where permitted. 7AF. . TAF. � . tAF• • ' use contact lap splices, 36 bor diamaters minimum. e , e . A . 0 • , C. Placing of Reinforcemen� Provide chcirs. bolaters. - , , , � additionol reinforcement� end accessories necessery to _ � — 4'o PERFORATEI� 4'o PEf�ORATED support reinforcement at position shown on drewings. � cn � , � DRAIN PIPE � � , pRAIN PIPE Support of reinforcement on form tiea; wood, brick� or � �. 8� 4. ,q,� g� 4� 4 8 4 �: F,L� 4 8 '� F�: P1.AN other unacceptable materiol� will not be permitted. D. The foilowing mintmum concrete cov�er over reinforcing sholt be provided unless detoiled otherwise: �,_4, ��_4� I'-4' ���`�� (�, to earth cast egainst end permanentl 3 jnposed (2) Concrete exposed to eorth or weother � � 1 �Ol.�N1�r4TION D�T�►I� � �OUND�7101� D�T�41� 3 �OUND�7101�1 DET,41L � �OU1�1D,4TION D�T,41L a. �6 bcrs and icrger . . . . . . . . 2 ��. . 1 , b. �!5 bors cnd smolier . . . . 1-1/2 in. - 3/4 ■1 -0 QJ� 9/4'=I'-m' �5 3/4'•1'-m' �5 3/4'■1'-0' �3� a n �14 bars ond largeo eorth or wt�1/2 in. ` �� b. �11 bcro and smalter . . . . . . 3/4 in. 4. Steel: 2x6 et 16'o.c. A. Structural sted� including cost in angles, plates o� STt1D WALL other secttons shell be detoiled and erected in accordcnce with the Americon Institute of Steel �i' PLYWOOD y�4' T.t G. PLl'WOOD Construction (A.I.S.C.) Specifications and Code o Standord P�.actice. Minimum yield strength 35 ksi for 8x8 POST pipes, 46 ksi for tubes. 36 ksi for cll others. / B. Connections: ���_m� / (1) Use stcnda�d fromed beom connectiona meeting - , requirements of Monual of Stee! Construction `��'��� � - TA. PLYWD. SIMPSON GB88 Ninth Edition. Use 3/4" diameter minimum A307 bolts FORM EXPOSED GONG. pO�iT BA3E (or welded equivalent). TA�• • W/ 12'4 SON-O-TUBE , / (2) Minimum welds per A.I.S.C. Specificetion. not Iess ` , II�' I-JOIST et 16'o.c. �� than 3/16" fillet, continuous, using E70XX ' , � electrodes� unless noted otherwise. Welding of ' �CONT. 2x6 TREATED �- / rebar Pnchors to ongle� or ploteg shell be done to 8x8 POST develo 1.5 times the eld stren th of the I=I -I I � PLATE W/ �'o ANGNOR I I GOLUMN t FOOTING � � • BOLT3 st �8'o.c. CMAX.) /GENTERLINE _ � reinforcing bor. �� ,,��� ( � ���� �-) � �- I�) I SIMP°�ON Gf388 5. AoodFroming Lumber sholl be Douglos Fir/Lorch "��� : ��-��� ���-�� FOf�'1 EXP05ED GONG, unless noted otherwise STEEL GOL. PROYIDE GR�WL ' ' I � c � � �; p�q� -"'-��� � �-"' W� ���p �_�_�8� POST BASE � Studs . . . . . . . Hem Fir Construction Grade • SPAGE vENTS . C�w� `��'��� I BASE iQ °� x 9 x 0'-9' 2 J o is ts . . . . . . �2 Grad e or better _ A q�c �Q�p, �W/ l4) �i�'o ANC. BOLTS 3 8eams . . . . . . . �t1 Grode Beam dc Stringer - ' • � -�-- � ( / ^ 4 Posts . . . . . . . �ft Grade Post k Tmber 12'o GOPIG. PIER W/ � � " 4 x � et 48'o�c. ��O � I � /(2) � 5 FULL LE1�CsTN � 5 Wood Decking . . . Commerciol�Grade / �, � �i� � ��M � / B. P r o�d e 1 X 4 c r o s s b r i d g m g a t 8-0 o.G. m a x i m u m a n d ' �' b' � � /NON-SHRINK CsROUT � � ��_� -� �- �-�� solid blodcing between joists at all supports. ' I�_��� ���-�I� C. a l w o o d c o n s tr u c t i o n s h a l l b e i n c o n f o�m o n c e w i t h t h e _ _I � � e -, „-1 � �I_ "'- provisions of "Tha Netionel Design Speci�cotion for _ � • �- � .� � Stress Grode Lumber and its Fostenings.' ��� N g Gp�Y, � , �(�,���� 95'-6' C2) • d x ' D�IiJELB D. Glue laminoted beoms shall be industrial grcde conforming �� . / � to combinotion 24F-V4 strength end stiffiess TOP t BOT. \ I_I I_I , ' . . ' I_ I I_I, — / 6' � requirements. Ship members to the site ond store ln � . .�� e � ��,;����� � . • � ����,_,,�� � ' C3) • 4 EA WAY manufacturer's protective wrcppera. 94'-O��s' - � , , . � 12'0 GONG. PIER W/ E. Plywood web joists shall be as manufectured by Boise B , 0 ' � � Cascode Corp.. White City. Oregon or approved equivolent. TAF. � . � = . 0 �l Z) 5 FULL LET�ICsTN Supplier shall fuMish shop drowings showfng all joists, A • � � • `r the 9stru�ct rol iengtn er p tor to fobrication r rThe w by - . U � contractor shotl not cut� notch or otherwise modify the 4'� PER�ORATED � ��_�. ��_m. joists without the written consent of the structural in �� 8� 4, DRAIN PIPE �: �-'�'� FOR FTCs. SIXE < REINF. enqineer. � F. Laminoted Veneer Lumber shall ba as manufactured by the RE: SGHEDULE Z�_0� Boise Cascade Corp.. White City. Oregon, or approved equivalent. ��_4� G. Wood roof trusses sholl be designed by o registered professional engineer iicensed to precttce in the State 5 �OUNt��TION t��T�I� 6 INT�RIOR COLUMN �?C�. D�T�41�.. � GO�.t,lt'1N �OOTI1�tCx D�T,41� 8 pECK D�T�41� of Coloredo. Calculated live lood deflections of truases _ shall not exceed 1/240 of the spon length. Shop drawings 3/4'•1'-0' 3/4'•1'-fd' and colculations bearinq the seal ond signature of the g5 3/4'■I'-0' , QJ5 3/4'■1'-0' CJC, g5 design engineer shcll be submitted for the review of the ' structurel engineer. These shop drawings shell show the locotions of oll tn.isses. connection plate size ond capocity and the size ond grade of lumber to ba used. Shop Drawing review by the structural engineer shatl be � � �, bxlZ shall rovlde blockin at bearin locations and brid in completed prior to truss febrlcotion. Truss manu oc urer �, , � cy�MpSpq� g�,qp as required for truss stability. 9 9 9 6. Foundotions: o �� A. Tha structure shall be founded on spread footings placed ,, ;, on undisturbed naturol soils or compacted fill with a mcximum allowcble beoring pressure of 2000 psf. � B. Refer to soil report #94215G, dcted 4-29-94, prepered by Inter-Mountain Engineering LTD., Avoon, Colorado for other pertinent � ' YI�U1 Q-�4 soils information. The controctor shall be fully familior with +, l2) SIMP�ON o FHAY1 6xlZ a OIiTR�GGER oll ospects of the soil report before beqinning construction. 7. Field Observattons: A. The contractor sha11 inform the Structuret E�gineer at least 48 hours prior to cesting any concrete so es to allow the Structural Engineer the opportunity to review .r v> B. ContcctcNeujoh rdcrGomnon.minc. 1n303-377-2732. - �n 8. Coordination: ,� A. All dimensions on stn�cturnl drowings shall be checked � against a�chitectural drawings and any dlacrepancies � ».• shalt be brought to the ottentian of the erchitect � °-' immediately. Refer to mechanicol� electrical end � E orchitectural drawings for openings not shown on �V � C3� Z� structural drawings. B Shop drawings eholl be prepared by the fabricetor. ;; ;; 5.5� Copy+ng of these construction documents for use os s hop .� 00 � ' '� drawings will not be permitted. ��y'y�i '�� ;�'�i�S� 4 M ���'�,,��° ��� �n � �� �, �.. � � > • �� �1-/�/��� a � oz °b PLYIiJOOD � Z c CZ) 1�4'xll�y' E VERSA-LAMS � w 80LID BLOGKINCs v �'j o • FOUNpATION DE?AtLS t � PL1'WOOD � dovid mark peel, a.i.a. 0 0���1",umm�unii�i�i,, GENERAL 1�tOtEg v� l3) Zx6 \\ ��� RDi��N ��� � ,``�;..��°,ST°,�,F�,, CULSHAW SINGLE kothy langenwalter, a.i.a. ' �' � '� ' FAMILY RESIDENCES 2568 orosa drive 303-4�6-4506 date � a � �'� � � �y� post office box 1202 wil, co. 81658 ' .� > = •� •� project 94153 =� � �:°, _�� PARCEL S� SUNDIAL PHA3E ONE ` g ROO� �R�M�N�x DET�I1. ��'�% A , �� MAIN C30RE PLACE, VAIL, CO. neu jahr and gorman, inc. drawn R.rt. � � �s �_ � ����i���4�CpL�\���`''��� strtacturol engineers 303-377-2732 sheet S of 6 . 3/4 I 0 �mm�p�a a`w �� I ` �� , �_�. . -,;�--,r -- � - , �, i' , � � Zx6 at 16'o.c. 9/, 3TUD WALL ' SOLID BLOCKING � T.t Cs. PLYWOOD � �,4x� �s' PLYWOOD �i,z. �2. / ��s' T.� G. PLYWOOD ��"�� W 10 100'-m' �. 3 • ����� ���� 98'-11'•�' ��4' 6ETlT SADDLE C2) �s'o TNRU BOLTS � 10'T'-11'�' SOLID BL.00KIi� 98 Ii� TA. PLl'Ud�. -_-_-= - ---- _ _- - -_ _ � �� �n GAP f� W/gii'� I(d9'-P�� I THRU-BOLT -- - ___--_ ---__- _-_ - -_ TA. PLYU�. � � �� � � - ---- - ,i ---- --- - —— , ;� j i i i I I \ 3/I6' - - =---_- --_--- -_ -___ ' � � `C3) 1����xIP�' vERSA-L,�MS �. (3) l�is'xil�' �' '� il�' I-JOIST at 16'o.c. �3� ��4�x���� \�RE: PLAN FOR STEEL C2) 2x6 2x CONT. 'PLATE yE{ZgA-��g � I I ��A-L'�g GO�UMN SIZ� KING STIJDS �lZ) �xb FASTEN TO BEA1"f W/ 3/16 I I ' ,��4' BENT SADDLE GAP TR��� .145o POIUl�ER DR 1/EN � ( f� W/ (Z)��{'m THRI.t BOLTS FASTETlERB et 2d'o.c. 11�' I-JOIST at 16'o,c. I I �,STEEL GOLt1Mf�l I I RE: PLAN FOR 31XE STEEL BEAM I I RE: PLAN FOR SIZE Zx BLOGKING W/ � , 3/4'a TNRU-BOLTS - � et 32'o.c. ' _ ; � ' 1 �LOO�i �iv4MI1�tC� 1�ET�IL Z �3��►M / GO�.UMi�I GOKN�CTI01�1 3 �3��4M / GOLUMN COi�IN�GTIOi�I '� �R�4M11`tC� D�T�I1. 5 FLOOR �i�41"tli�lC� D�T�4I� 4 �� 3/�'=I'-0' QJ� 3/d'=1'-0' �� 3/4'=I'-0' QJ� 3/4'=i'-m' �� 3/4'=1'-0' ; � � , � � �xb at ib'o.c. FABRIGATE � �= A�N• STUD WALL 2x6 DEGKINCs SADDLE W/ ��4' f� 1'-0' ��z' P1.YlU00D �\ RE: ARCN. t l4) �i4'� TNRIl- RE• PLAN FOR 10 SIMP30N ST6�2� , \ / BOLT3 BEAI'1 SIXE RE: PLAN FOR 3TRAP AT EA. J018T � � � 2x6 DEGKINCs �i,�� T.t G. PLl'l1JOOD 2xifd at 16'o.c. SOLID SLOCKING ����� ���� 1��� SEAM 51XE RE: ARGN ` = / RE: ARGN. 108'-i��' �.^' gi{' T.t G. PL.YWOOD ' 109'-}�%' Im-8-'-il�' �� � 109'-1�4' + l08'-II�' - TA. Pl.l'UJD. Y T,O. DECK -n �'^ TA. F'1..1'tl�. - - - -- - � ; T -- _- _ - -=_--- � � 7A.DEGK — , � , � - - � �� , , � j � F,4SRIGATE 3ADDLE ``�� - - - - - ---- - -- _ t / W/ �is' fP t (3) 34'Q - -- --- - - ' � � - --- -- ---- � THRU-BOLTS �� � Zxlm at 16'o.c. 11'1g' I-J013T at 16'o.c. Np, �� W/ 51MPSON U21m � 3/ib' \� fP �i4x4x0'-S�z' I1'�' I-JOIST 8t 16'o.c. CONT. v�RSA-RIM BEAT'1 SZ ER _ _ 8x8 POST Sil"1P80N IUII � RE. ARGH C2) fe �%�x4xP�'-8�iz' \8x8 POST N�ER trYPa CZ) Pi�'xll'�' 1/ERSA-LAM � � �LOOR �R�1"�11�C� D�T�IL � DECfG �R�►►M11�1C� DET,�IL S F �' MIi�C� DE7�4�L g DECfG �i�►MIf�C� D�T,41L 1� �LOOR �R�1"iINC� D�T�IL �� Sr0 3/�4'=I'-0' �7�D 3/d'�I'-0' S�O 3/4'=I'-0' �7�0 3/4'=i'-0' S�D 3/4�,��,m� � � SOLID BLOGKINCs "�!' TR1158ES �xi2 et 2x6 et 16'o.c. � � at 24'o.c. ��'o.c. STUD WALL \� j a PLl'WDOD CZ) �xi2 �2' PL7UJDOD � - ; �Z 12 2x12 vALLEY ITYP v� \ a� � CONT. 2x1? 55�- � ��5 o lZ 1�6d NAILS bx12 OUTRICsCsER SIMPSON U21m �- � At EA STLID si8' PL'r'UJOOD DASNED LINE = ' �-};� �= ` INPa C2) g��� °� PLYWOOD \ INDfCATES BOT. OF `;�' FHA18 2x12 ROOF JOfSTS - 12 // � ' �� �-�'r � CTl'P� OGiGINCs - 4 � BLOGKINCs NOT 5�,r, � 12 1� '"I.t�� ' � rn SNOItJ�I FOR `� � � � . � C�ARITY 8.5 —�55 �{}�` v � . � BfMPSON � ° N2.5 � a � C6) lbd /// \�� ...• o NAILS // �� 11�' i-J013T at ib'orc. HU21�2g-� (2) 2xlZ RIpGE cn c� g�M,gp� RE: PL�MI FOR °�,' °�,' lZ) Zx6 L89J21m / � CsLU-LAM RIDCsE 3(MPSON LS'10 0 0° �ir�r�ERS 6xiz � BEAJ`1 91ZE �rYP� Town of 1l��1 ZX�7 8L Z4�O.C. // � �ee9ww! ..�. ,•.�y :�; ,� � ; � ,� . � 31MP30N L590 p � AM ,�*_, , • � � - � � > �-�. T�gg � � �� � ir�� n�r�ai�. �� �� F��r�t�� n�T�a« � -��� � o Z EA. 3 DE t�O� I�u 1 Z c gxi; at 2�4'o.c. CLAYOUT OUTRIGGER o I S F O R C s R A P H I C A L � 3/4'=1'-0' Q J� 3/d'.I'-0' � E Zxb at 16'o�c. P t 1 R P O S E O N L 1', o STllD WALL RE: ARGH. ACTUAL TRU33 , LAYOUT MAY DIFFER) �o o xoT�: TRUSSES ARE TO �E david mark peel, a.i.a. ' W , DESIGNED FOR UPLIFT ORf� ` CULSHAW SINGLE FRAMINCs DETAILS � RE: PLAN RE. ARGH. \�`�����utni�[�ur,���.���! kathy la�genwalter, C].I.C]. Q OUTRIGGER gEp BY .��� •�y�G�S�NO �,����� ost office box 1202 voti co. 81658 .� �Q��•P�G 9F����-� FAMILY RESIDENCES 258$ aroso drive 303�4�6-4�06 date ; �o .. ��� p " J ' '�°� � ` PARCEL 6, SUNDIAL PHASE ONE project 94153 ' � ' � p� I�/f4��:u � ��'�:�' ��� MAIN �OFiE PLACE, VAIL, CO. neu jo hr on d gorman, inc. drown Rrt. � � 11 FR�1"iI1�lC� D�T�41�. 12 ROO� FRr4M11�1C� t�ET,�IL 13 i�00� �R�1"ili�lC� DET,411. �`� s e � i � z • � ���'� m �vv,�r�;�,��..�ti �' c � � � 3/�'•1'-0' '%'�s,,F.�- ,.'�ar';,�' ��.� etructural en gineers 303-377--2732 s h e e t 6 o f 6 � � ��D 3/�'•1'-m' � 3/4 ■I -m GJ��O . .., a-►� ,- � - - � - - - - _ - - , _ _ - - - _ �,,.,._..�- _�_ - ._ _ - - - �---°°°�----��� - - — - ---------- — — -- - -. ____ _--_ - -_ -�.p.- -_.- _ - - ,,.�--�. -- - �' . _ ' _ -' i _ _ ` •- - _ ` � - -- _ -'„�'_'✓�-� t",`,-- \ ; � r1 � f > - , . �_-�-����? _�{�` -3`�-r-'t,,a,,{,�;�-=t --- _ - -_" - --_ -_�� - � , : . � - ____��,�_-��='�"�� -�,�Z� -_ _`__ _�"_-: �---=�=--- -__---- - - - - . � . , � - . -" � � °���� �`�., _--- -�_~���Z� , . 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'✓��i �� , � �' ' ''y,r„�,, �, � , ' , � ,, , � /+�� � 11', ' ''r�', �,;;�� , r f�r'' ; `�r , _ ""y {� t , , r��1 �,;,,,,,, � � , , , 1,� � ' ` ' ' � ` r' � i - ` ' � D ,� "- }/, i� '! � .�+i'„''+r,'+� j+��`t'r'r�wi't,r�'��� �;ilr� 1�r p, ''r r � �/� ,,� � �* , � � � / \ - � � I' i� `,' '' t7,;,,�� , 1 �'' „ !r / �, � ' , , t .� / � (��/✓ � • > > i C� ' ' '��i;;>;'��,r;�r��;����'�i'`'''� `''7�y,'` r 1�" :t ''���' � , '' ` / "`4.. , Q;,-�`- I �' �� '' CONTRACTOR IS TO VISIT TH� SITE AND VERIFY EXISTING CONDITIONS AND FAMTLIARIZE ' `- � �, � / � rf� �<<�,�, '' �' :,�,rr�� �;,, � �, /� , , i � , � �''� / ' - �°�D / ` HIMSELF WITH ALL NESa AND REMODEL WORK. CONFIRM DEMOLITTON AND SALVAGE WORK WITH , . � ' �„ ,',+','"w„1r i�;';'�"� ! rr, �t �,. � ` � E � �� � �;i� • ,�''r�i;�;'�'fyf � r��i��r�'�1trr,'"iY�'' f,N�i�� tr , � K i i � � � � � •��,;�,��;tt,= ; �,yrf :fua,���;,,� �'�r� � r;;'�;�. i`;�'` "i,�;"� ; � � � �, � � � THE OWNER AND ARCHITECT. IN THE EVENT OF DISCREPANCIES BETWEEN THE DRAWINGS AND � �'� � + r'�;�;,�'�'1� ;f;,,',� t�r�' � � I dc , � � ,� ` �.'�� ` � � 7r ,,��� ri !��! n rtt �F', � _ � CC �� • '�, 1 � / EXISTING CONDITIONS NQTIFY THE ARCHITECT BEFORE PROCEEDING WITH THE WORK ALL � , � j .,r �,�t jtl,��j,, i„ ,�;�� ?� ;l�t� % ' - � � � �„ � �j,��� , 'j;�:�,�,sr,,? �, ` '�� .� � / � � . _ "� � �,,�" rj' + °� �'�' ';i�rr� J+1,;,�r�tr 7 ir= �f r'�: � ,yt�,,ri� ��' 0�� �� .� 1 �\ , � � -�' F t! � x 1��i,��i'�,� r+;;7�,, , � ,,,�r,�,�� ,�,�r '�'�t,''' , ,,_ � f� WORK TO B PERFO • � � • �� ,�,q, �., , ,,,,,t ",;�, ,, ,,,;µ,,�t�,, �,�f,,,�,, , ` ;�'},�' ' ;,�, , �.\_ . . �, .% E RMED IN ACCORDANCE WITH ALL APPLICABLE CODES AND REGULATIONS. . ,;�;,�� , , ,��f�i�r�r ,�r'' .,�`,��t r„� ,�r � ���,;�i�, � �� ��' � ,� � � t ` . � ����7,r�,;�t�;,i r�r,��vSt;�,t�t L i` �1 �'�+�' � r,'��r�Fi,,r!�'�,'. �, ) �_, / � � .\, > ' . , n � �� �r+ ,f �r!rti1rr't;7;"' f�+,ryt' +r;k ��t ai�,, J'���„ i� +- '�4j"�',,y''��`��+ f � ;.,;��, / �� i "-- � � � -T� ��_� ,�� r�� ���',' � '-� ALL FINISHES, MATERIALS, DETAILING, FIXTURES, APPLIANCES, EQUIPMENT, ETC. , INCLUD-- " _ -_ -`���J'r � _ ' � r , r =' ;,�r r, ' �,r��f ,r� ' ,,�' "✓ D � � . '�. �1 ��''��t,rj r f,� .rt'faj„f!�; �$ r�t� �; �'' +rG�u�ii�+t' �Pfrt'r�'�`iijj=i ���+j°+��i��t �i ..i \ -� ' h ` �'�,�t�� ,,.i,r';rr,"1 , �r �� ''�,,�''` �.- I / \ � \ B � . ING MATERIAL AND PERFORMANCE SPECIFICATIONS, AS SELECTED AND/OR APPROVED BY THE , ' / � �'� �'"' !���' '"'f�" � ' `"'``''`'"`''�r� � ' i� ( ` ' OWNER. MECHANICAL AND ELECTRICAL SYSTEMS DESIGN SHALL BE THE RESPONSIBILITY OF THE i , �; �;�',�{:.� .�j�' jr�r,,�r�,r�,,��- , ��+,rtf ; � . � _ 'r f`�'��r`'��'± ''` �"' �i7,''�' rrf ` j +, '', �'(' ,+��'. � � �' � GENERAL CONTRACTOR REQUIRED SUBCONTRACTOR OR QTH�RS AS SELECTED BY THE OWN�R. 1 -" ' � i , � , �r,t`,=:' �rr�r ��,;`'t;��` :�r�,,,r,� r;,r;,��',�`f�p�,r� � {r � �,�, � ��� � � ����� ��''��' ° ���? , / k r' J,'' j�r ;� ' V � � " � C /� - I ' + ' C.�' ��.r� , ' ��/ \ ,r�+t!„ , �,t��r i,� �t�r�i; ,�. L r, + "�"� �' '-'�'"' � �'� � �� '- ' }� � � IN THE CASE OF REMODEL WORK OR ADDITIONS TO EXISTING CONSTRUCTION FINISHES DETAIL- "'7yr �rri,f';y�rd'���� r � .r r, r 1 � � ._ ; r �_� ., I . f f � ,t �• ir , ' � ( - `� ,r°.� � ..�- �. i � j _ `" ,y ; {�,i, ,�'����f1 �; ,�'�'�,,��,�, f - V=�;�_ �, � ;; ',u, , � OV�"�'�,"� � �E ING, MATERIALS, ETC. , ARE TO MATCH EXISTING OR AS SELECTED AND/OR APPROVED BY THE ; � � ' ' ffr';','"' �'�t� '; ,,;�. G - A ,j � � � , ��'�,.� ��,'.: �a� J'O �i=',��'='�'J '?'-Gp� OWNER. CONTRACTOR TO VERIFY EXISTING CONDITIONS AND SYSTEMS, INCLUDING R�QUTR�D � - , / � , � �t''' ' +j''+�ta�'='„i' � /�' _ y�l/ -�"�pi�✓ I ,�7 � _ r �� � - ��,� ��t���� 1 ' � :' � ' '' ' �, VENTILATION, RELOCATED H�ATING ELEMENTS, SPA CONSTRUCTION AND EQUIPM�NT, ETC., AND " � <<,_ �,�,;�.,,�� � - �' � fp ' �, :.� - � � f i � � - DETERr1INE ADAPTABILITY TO NEW �dORK. ` - -y ��z�' � ��� ��,� � �� ,,;r.� , � � � , �� E ��------- �,�,�o�.--{ �.�.. ��,f�-, � � \�� ` v ' ` ��'� � " - � jµ � �� ' �� TH� ARCHITECT ASSUMES NO R�SPONSIBILITY FOR �RRORS, OMMISSIONS AND APPLICABLE CODE \ 'f' �"� � � �J'�O'� � \ � / � y� + , o� / REQUIREMENTS OF CONSULTANTS. THE ARCHITECT ASSUMES NO RESPONSISI I rOR ITY ' ' , _ G� • 1 \ . % ,,' `. , f, �I� OORD T U TX UTIL ^ , � , C INA ION, CAR� OF �ADJACENT PROPERTI�S,. PERFORMANCE SPECIrICATIONS AND THE COM- , , v � � '� 4`\, , �\ � %� '\''' ��/= 4�� PONENTS OF CONSTRUCTION SAFETY; NOR FOR THE CONTRACTOR'S FAILUR� TO CARRY OUT THE �. , � ,, � . � �� ��g � f� ��--�` � - - � ` ' �\ ;�, %" D ��'~� ,� WORK IN ACCORDANCE WITH TH� CONSTRUCTION DOCUMENTS. ��� _ _ —_ �__ A � -- , q`;�\(>` f ` � , ' ` A � -� S -lu ' � \ C~ � f,�V � THE Ot,1NER SHALL BE RESPONSIBLE FOR ALL �XISTING HAZARDS ON THE PROP�RTY; AND FOR THE ' � , ` � � " ' _=- ` , �.... ' � 4 ` ;' \•` DISCOVERY, PRESENCE, HANDLING, REMOVAL OR DISPOSAL OF OR EXPOSUR� OF PERSONS TO ' , ��1 � �� / '4 �; ;� i' / %, � ��, �I! _ \ f �d � � HAZARDOUS MATERIALS, WASTE OR SUBSTANCES IN ANY FORMS ON THE PROPERTY, INCLUDING BUT � _ � � � �jJ�",2� _ � � ' ;,�/=''�� � ! ��'� � � '�, � �' ! � � NOT LIMITED TO ASBESTOS, ASBESTOS PRODUCTS, ETC. , s � � --_____,---/ � _.___ ..�. ,f -E (� . � D , � � �-�'� ��� C �'f ��i�� - ') ,l��' 'r ' Otti1NERSHIP AND POSSESSION OF THE ORIGINAL ARCHITECTURAL DRAWINGS SHALL REMAIN THAT , - � � �-�- � � � I � r �- / `OF THE ARCHITECT. REPRODUCIBLE COPIES WILL BE PROVIDED AT THE OWN�R'S REQUEST AND , �- �,.- �a; � � �'� R � Y �XPENSE. THESE DRAWINGS ARE NOT TO BE USED ON OTHER PROJECTS EXCEPT ON AGREEMENT '; ,�6 ,� ,-- _ � _ '�,� � ' '' �� �� �E ` ��7 _�-�, � IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT. - ; � `��\` �-�' • � � \ ' ,.� � ��` �\ �3� �• t.--�' "�� /� / . - " ���_� %�� / � �-�- �/ � ._.---- . - ...i / / ' �' � � / � . F °O Z-t� � ����.,�, �J� � , � , � , _ EXISTING PARCEL 4 DUPLEX . . � , ' ; � - -,� �� � ��2� r . � . .� , \ , , � SUNDtAL PHAS� TWO \�.� T��,�ri uf Va�l C��mmuni[ Y : ; � ' C�s;�,��;ss'., �.��� T 1� t�1�� - _ � C s _ • - i "_ ' � T `r ��( �D�• f � ,1+ .. {,. ,9,ii 1 �`i✓ '� � ' , i �'�'"��f"- i►! _ ' � - �'� I I f I 1 , �o� , � �'�r � �-- _ _ _ � . � � ' _ _ _ __ �LANT__�1�S�T _- - - - - -- - - - - - -----�- - � - - - - . - - - - - -- --- - -- - - �U� ��� �-I�`�' �. -- � ., - - - � �t��-Z�o2- `�o�lo ; __ _ , ; , � _ t� "�`�-���`'d` �� �'�i':i��i ; � _ _ !_ _ C4MMON__L�tAME. � __ BOTANICAL PIAME . 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DIMENSIONS ARE TO THE FACE OF CULSHAW SI�IGLE kathy langenwalter, C1.1.�(7. ; :TRUCTURE iTISLFSS OTfiERWISE NCnID. � r FA1Vl1LY RESIDENCES • 2588 arosa drive 303-d76-4506 date I�T THE EVEDTr OF QUFSIZ�ONS RE�GF1ItDI1� THE WI�RK OR DISCREP- . post office box 1202 vail,co 81658 ` a �v�I�.s .s� � Dx�,w��s� �z�r � ���tzT� �o��Y. PARCEL 5, SUNDIAL PHASE ONE � pro{ect � D NOT PROCEED WITH WI�RK TJNrIL ALL SUCH QUESITDNS AND/OR � d rown . asc��vc��s �,v� B�r x�soLV�, ' . MAIN GORE PLACE, VA1�., CO. .-n��la�r and gormon, inc. , � , � � � - . structural engineers 303-377-2732 sheet oF � � R � _ • ' � �;<y� � f 1 `� � � , , � i r ' - � ' � • " � � � ' .- _ _ t � . � , _ ,. . _ � � , , , - .. _. - , , - ..�_ . 't , i , �� ' . _ _ '' i , , ' ` " , � maDOUR SCHEDULE � WEATHEI2 SHIELD WINDOW SCHEDULE (CLAD, WESTERN ADOBE) " �� � N0. SIZE AND THICKNESS MATERIAL AND 5QLTD�HOLLOW i REMARKS ; N0. TFT UNIT NUMBER ROUGH OPENING (WIDTH x HEIGHT) REMARKS � _ _ , � �1 16080 ' � �� � Garage w/operator/siding � O 21-2444 4-9 x 4-1 3/8 Egress hardware � 2 2868 1 3/4 Metal SC � Insulated ,2 ' 31-2444 7-1 x 4-1 3/8 Egress hardware 3 2868 1 3/4 Wood SC ; Selt closure - 3, 21-2444 4-9 x 4-1 3/8 Egress- hardware _ , 4 Weath�r Shield Lee Haven 3-0 x 1-4, 4-9 3/8 x 6-10 1/16 R.O., Code A, W. Adobe 4 11-2044 2-1 x 4-1 3/8 , . � � � � 5 2668 1 3/8 Wood HC � 5 21-2444 4-9 x 4-1 3/8 . �` � 6 2668 1 3/8 Wood SC � Self closure if Req'd. 6 21-2458 4-9 x 5-3 3/8 Csmnt. Eyebrow, egress � � ' 7 2668 1 3/8 Wood SC I 7 21-2444 4-9 x 4�1 '3/8 Egress hardware ��•.-�' � 8 5068 1 3/8 Wood HC Closet bi-pass 8 11-2044 2-1 x 4-1 3/8 9 2068 1 3/8 Wood HC 9 Half eyebrow Field measu're Fixed above door �' , 10 2068 1 3/8 Wood SC 10 Ha1f eyebrow Field measure Above 21-3212/pic�ure ' ' � 1 11 2668 1 3/8 Wood SC 11 21-3212/picture 6-1 x 5-7 7/8 Awnings/single panel, 12 2068 1 3/8 Wood HC 12 , Half eyebrow Field measure Above 21-32I2/picture , 13 2668 1 3/8 Wood SC 13 21-3212/picture 6-1 x 5-7 7/8 Awnings/single panel 14 6068 1 3/8 Wood HC Closeti bi-pass 14 Half eyebrow Fie1d measure Fixed above door , ► 15 Weather Shield French Inswing 2-6, 2-8 S/8 x 6-10 L/16 R.O. , Code A, W. Adobe 15 31-2458 7-1 x 5-3 3/8 '� _ I 16 Wea�her Shield Frenc� Inswing 2-6, 2-8 S/8 x 6-10 L/16 R.O. , Code B, W. Adobe 16 21-2458 4-9 x S-3 3/8 � ' '�i . 17 2068 1 3/8 Wood SC 17 Fixed eyebrow 4-9 x 2-9 3/8 Single panel ;', , � • , � 18 2068 1 3/8 �dood HC Pair, linen closet 18 21-2036 4-1 x 3-5 3/8 , 19 2668 1 3/8 tdood SC 19 Fixed eyebrow 4-9 x 2-9 3/8 Single panel _ 20 2668 1 3/8 Wood HC 20 21-2444 4-9 x 4-1 3/8 �F , 21 2Q68 1 3/8 Wood HC 21 11-2444 2-5 x 4-1 3/8 Csmn�. eyebrow, egress 22 2068 1 3/8 Wood SC 22 Fixed eyebrow 4-10 x Field measure Single panel ' 23 2068 1 3/8 Wood HC Pocket door, �oile� 23 Fixed eyebrow, 7-4 1/8 x Field measure Single panel , � , 24 8080 Garage w/operator/siding 24 11-2036 2-1 x 3-5 3/8 � 25 8080 Garage w/operator/siding A , � , , ` 26 Weather Shield Lee Haven 1-0 x 3-0, 4-S 3/8 x 6-10 1/16 R.O. , Code B, W. Adobe ' - , 27 Weather Shield Clar-Vu 5-0, 4-10 x 6-10 1/16 R.O., Code B, Western Adobe i , � 28 Weather Shield Clar-Vu 7-6, 7-4 1/8 x 6-10 1/I6 R.)., Code E, W. Adobe � ' � 29 2068 1 3/8 Wood SC � � � � 30 2068 1 3/8 Wood HC Bi-fold � 31 ` 2668 1 3/8 Wood SC � , ; 32 2068 1 3/8 Wood SC ' , 33 2068 1 3/8 Wood HC Pair, Iinen closet 34 2068 1 3/8 Wood HC ' � 35 tdeather Shield French Inswing 2-6, 2-8 5/8 x 6-10 �/16 R.O., Code B, W. Adobe ' i 36 tJeather Shield Clar-Vu 5-0, 4-10 x 6-10 1/16 R.O. , Code B, Western Adobe , ; - . - - --- - - - -- � - -- --- - -- -- - - - --- - -- - ----- -- -- -- - - ---- -- - - - --- - - -- - - � ' � , . 9 ' Tc�,.��� �� ��;I ' • ���� � r�= ������ l 'F� Y �'1f.9 '�oa.y �� i� k � ^� e� �:.s�a � ��' . � q �� 9� � � , � � ' • . - � david mark peef, a.i.a. , � � CUtSHA1�V SINGLE � - _ �- � � - kathy langenwalter, a.i.a. ' ` 2588 aroso� drive ` 303•476-d506 da�� - ' . FAMILY:- RE5fC�EN�ES � _ - � - Post �f� c Sib58 . , , ,, . , o � box�ZO2� ���r, o-� � ' � PARCEL.S, SUNi�[�4� -PHAS�� C�NE � . + proiect � � , � , MAII`�1 .�G�RE . PL/�C�, VAII,�� �CJ. � ` �►=�ia�,`r� ar�d `�orman, +r►c.- . � ' . 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FOIJNDATION PLAN t MAIN LE1/�L FRAMING PLAN , � e��e������GOR[0���������ii CULSHAW �INGLE kathy langenwalter, a.i.a. - N ii 3 �\\\\\���y�G1S�9FNFG�/�' FAMILY RESIDENCES 258$ ��osa drive 303-4�6-4�06 date � �z `;o�P � :y= post office box 1202 voil, co. 81658 — 0 °�� � �`� ='�oo=� - W°�^ PARCEL b, SUNDIAL PHASE ONE pro�ect 94153 � :: >cn � � o� � c �✓.��oo��\'����� a\� MAIN QORE PLAGE, VAIL. CO. neu johr and gorman, inc. drawn wrt. o c �>,����cc'�� � ��P��, structurol en ineers 303 377-2732 sheet 9 af 6 , C� �� � 9 4 w ��rrnrroF��� - , , - ,r - --- - - r_-�e�= ' •_ _ _ ___ -- 1 �a . TYPIGAL ROOF DECK NOTE: °Nb' APA RATED SHEATNINCs, EXf'OSl1RE1, IDENTIFICATION No. 3Z/I6. NAIL UJ/ imd � NAILS at 6'o.c. AT PANEL EOCsES AND � 12'o.c. ALONC= INTERMEDIATE f�OF JOISTS. , bx12 (9'-0' L ) bx12 C9'-�' LONCs) � �� TYPIGAL FLOOR DECK NOTE: S6 �_ --- —_ ---- � 3�4' T.t G. APA RATED g7URD-I-FLOOR, g�P� �--�--1—'—T—�— T— — �--r---�--T---r--r---�--�— EXTERIOR, IDENTIFICATION No. Z4. 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I i I1 4 ( � � I I ` ' � ` f � � � � � �T ) ' ' ' i � i � } � r 81MF'aa0'N \ � bx12 . ' , l; i ; ; ; O ` � _____ ______ _ ____ _ ---- --_ ___ _________- - - - - - - -- / 'L——-i——�—-�— �—— � — i � ——'—— i f_---.. ___._.__..w_._..______ __._..__.._______.._ �.:______... ..___HUG�11�=2 ______.� .�...�.._._._ OUTRIC�CSER � Im8 -11� � � ; , � --� —L-—J- �- � TA. GECK �I ' : � 1 `-� i I ____�.. _____-----_ _ _ __ _______ _______ ______ __ _ ___ _____ ___ __ - - --___ __ _ __._____ _.�__w__...___._...___._.._ ____..._...________� .�__._....._._ ____EA. END��Y..w___`_ � ....._}�� � { � � � � bxl2 GONT. / � - ;�ry � � �`� � f � i f � , I I I f � _______ __ _____ __ __.._ _______ __�..�..__ __ _ Ot1TRIGGER/HEADER �'1� , _______._____. _______ ________ _______________..__ 't � i i A j j �._. __---__. _.�__.._.________.__.____ _ .�___�__.....__.�.....,.---_... _ ...___.._..___ ___„..__._.....____.�...____.__ __ .�. __,�....... I (� � � � � n ; � __.....__ - - -__ _______ __._�.__________ __ _________ ___ _ _ _�..__ _�.. __ __ _ _ � I1�' BCl/45 at ib'o.c. il�' BGV45 et 16'o.c. �____ �.. ' i i +�; i ; i ,�+ _____ 14 __._ __ _____ �...____._._.� � �' I! i '� `s { ; _l�3 -__.__________.___ _�._.____ ___1-�d�"�1 f1�Cs 1N�7TC;d��`�- -- �------- ---- 31MP50N H25 AT ALL _____.__.....____w.___. _.._.._.._____ ..gb._.__ Y ....._._._...____.__.____...__._.____... .... L______._____� ___. �j i � �x1m� � � _______..____ ___�..___.._. ____ _...._ ____.._ INTERIOR BRG. ROOF TRU53 t J013T � I = 4 �`�l"�L.°C:BEL�______.____�..__ ______.__________ 823. LOGATIONB _.._.I _ ________ ___.._._.__...______..._.______ ___�.___...__._____ _______.._ _.___....._..____._......_._________.�.M_ _._._...._..._._ i ! ! I � i � ('h'Pa . I ; __________w_ ______._._.___.....__._.___ _____.._..____ __________�__...�._._....._.___._..___ _�w___� , F F 3 I ! f ! _M__��^� � � i � I � � � _'___ ____._.r�........._�»..�....._ ....��_........._ ....�.._._....__ •__.-"��__ ..._..._.._....... ___ _ __......._.... _..b.- LL—L_J_�_I_ _LJ 8 - � r__________ � � _..________ __...________ ...___..�..__ ___�.._�.._.______,.._.�_..___________ ____�..�..�.._ ___ TYP I CAL ROOF D ECK NOTE: �._______ ___._..___�_______...�.... __ — ———-- ______________.....____.._l,��ti _ ._..._N._...� . �3� �xiz � ( � , � � , � F � t � � � � � � ��' APA RATED 3NEATNINCs, EXf'03URE1, __.....______._..._�__.._......_ ______ _... _____ .� .:.________ �._.._�..____'____�_._.__ ____ ' � � � i j � j � j E j � ; � IDENTIFICATION No. 3?/I6. NAIL W/ 1md r-----___�.__ _M..) � ' ` ' ' ' ' ; ' a ; ? ; NAIL6 at 6'o.c. AT PANEL ED<sE8 AND �____._..____ �.._..._....____.._..........�_..._ _ __ ___ __..___..._____...______._._._..�...__._... _.._...___._._J ? i � � ; � � � � � ± � � + � � , i � Zxl� dt 16'�,c. ` i 3 � iZ'o.c. ALON�G INTERMEDIATE ROOF JOISTS. I � � �' i I � I i t ! ! I f � : i �==-- _=---- _—_= }� --=— --------_ —_="'� � { I � � � ' � ' i I i E � i ! I ' i � Y10 ; I xl � ; ; l . � _ • , , , bxl2 GONT. bx CON . ' � � t i � I i i ! t t t ' 1 i � �( I I 1 ; I I f ; I i i I— ; ; I f � OUTRtGCsER/HEADER OUTRIGCxER/HEADER � i i ' i ' i i �` ' i i � � i � i i f � L —�_i_�—:___-:_ �' �_�_ ��..L � —:.__! J_—�_ � m 9 8 PRUVIDE G�4NCs STt,l�B E3ELOW ' � � � � INITIAL CALLOI.iT, CONTINUOlJB ? TO FOUNDATION OR SUPPORTING j - o °`'6 BEAM BELOW (Tl'P.) � a � 108'-ii�' ! TA. DECK � ; � • : r� � � , � �o , v � �� ROOF FRAMING PLAN `i .� o �v gCALE: I/�'=1'-0' , M k � W �� UPPER LEVEL FRAMING PLAN � -��9aAr� �� ��9e - _� M - � SC,4LE: 1/4'•1'-m' "`�-_;cr�y�'` �� _ _ ' � ���; ��, - . ,, � r, °'� � ` ����� o� ���� z a C� G�-/� ` . � � ' o � - �o Z � david mark peel, a.i.a. IJPPER LEYEL FRAMINCs t � 3 ``�������y��ORD�q;n����i,,� CULSHAW SINGLE kathy langenwalter, a.i.a. �O°F r��t�t�"� P�A" ' _ Q ,�` �,�: ••isTE�N�cG��., 1 2588 arosa driv�e 303-476-4506 date . �� y�� �G Fo•:;-�y� FAMILY RESIDENCES post office box ,202 ,�,�, �o. �,sg8 � - �� . ;�- _ .a � _ pro ject 9�153 ��.�: . � PARCEL 5� 3UNDIAL PHASE ONE � � _ :o W;�_ MAIN QORE PLACE� VAIL� CO. neu jahr and gorman, inc. drawn w�r. . :; m `U,��, z '��ss �O: � hee f ° � '�i,��'c�'����P\`�o��� structurcl engineers 303-377-2732 s t d o 6 a w ����iii����C��Np����� � �,� -- - -- —_ _ _ - .. �� . ' Zxb et 16�0.�. �T. �� �A�o Zx6 at lb�o.�. GENERAL N�TES STt1D WAL� PLATE W/ ��'o ANGHOR gTIJD WALL sis' T.< Cs. PL7WOOD , � �SOLTS dt 48'o.c. lMAX.) Zx6 et 16'o.c. , �_' PLYWOOD g�p W�L �iz p��-wppp SIMP50N 1. These generol notes opply to oll structural drawings and _ JOIST HANCsER supplement the project specifications which shall be referced FINISH CiR.4DE /��i' EXP. JT. MAT'L. GpNT. I-JOIST /3�;� T'� �'' �'Y�� to for additionel requiremtnts. This project is designed in � Il�y' I-J013T et 16'o,c. accordanca wfth the Uniform Building Code 1991 Edition. � • 2'-0' / GONCRETE 9LAB R�M \ ��_�� i ��,.m� 2. Live Loods U(d in,desiqn: p C , ' A. Roof: snow . . . 80 sf not reduced ' ' �'' /O N C s R A D E ��' E X P. J t. M A t'L. ' �' `�` or d�ift rovtsions o f 19 9 1 U B C end ix 2 3. � �4 x e�a t 24'o.c. 99-9'4 / -=--- _=-=-_--_--- -_-- --=- TA. PLYWD. 99-9'4 - __ - - _ -- TA. PLl'UA. P APP �+ TA.W. � / 3LOPES GONCRETE SLAB \ TAw. - � �' 8. Floors: . . . . . . . . . . . . 40 psf �-� _� � ' ' TA. SLAB � ��'�E \ �' C. 1Arnd: Bosic Wind Speed �.�.� 10 Opmph ���-)�� ' � ' , • Exposure . . . . . . .�,C� GONCRETE SLAB -���-�� �. ` ��-���_�' 98'-9�' - -- ---- =_- __ - -- - - - - _--=_- -_ - ===- 3. Concrete: - �' , A. Concrete has been designed and shail be constructed oN GRADE • (��, ,-,� � 7A.W. . •� � � _ CONT. Zx8 TREATED in accordance with the Americen Concrete Institute I , I • � �T"� � � ; PLATE W/ �z'o ,4NGNOR Buifding Coda Requirements, Reinforced Concrete 11�' I-J018T at 16'o�c. � " " o�,_m� . ___ . �� ��� . BOLTS e! 48'o.c. CMAXJ (A.C.I. 318-89) and (AC.I. 301-89) "Specificoticns for , = TA. SLAB . �_�� � ' \GONT. Zxh TI�EATED � I �� �' , Structu�el Concrete for Buildings." Section 1.3 � - �- � -I I(- PLATE W/ v 'o ANCHOR � /�' I ' p /� Inspection of A.C.I. 318-89 is deleted in its entirety, � I�I I =I I( ' . �-�� � � BOLTS et 48'o�c. CMAXJ / • Cf��w� SI -f�'e�i� see "Field Obserwtions" paragraph of thesa generol 9Z'-4' �(_��� =I I�_�I( A . - , A PROV�DE GRAWL , 9 9 9 TAlU. � � ���^��� - _ S P A G E v E N T S n o t e s. A l l c o n c r e t e s h a ll b e o f stone a re ote� unless � �� ` " I� ����� � A S �Q,p• noted otherwise. �iinimum 28-day compressiv�e strength � �������_ .b ����u J � , � 4 x � d t 48'o,c. s;a l l �a b o n f a r d a . . . . . . . . 4 0 0 0 s i � / N �2� All other�concrete . . . . 3000 psi 0 • � x � et 48'o.c. 6� See specificotions for additionel durobility '� `r `r requirements. � lZ) • 5 Gd�IT. (2) • 5 GONT. 6' B. Reinforcing is to be new billet steel A.S.T.N. A615. , TOP t pOT. /TOP t BOT. � � �, � ,� grade 60, except ties and bers to be bent or welded in �, C2) 5 GONT. _ , (�) 5 C'.ONT. ' / TOP t BOT. I-I I I=I I TOP ! BOT. ��'I I���I I the field shell be grode 40. Provide corner bers to motch • � , � � � � �� i-)��- ' ali hori2ontal reinforcing in cast-in place wails. Provide �., ' " 4 x _� et 48'o.e. �., • 4 x � et 48'o.c. n ' �' - ' N � not less thon 2-�t;'i around oll sides of eil openings in ��_��{� � cv � �,_��;� e � iv � �,_��{, � � � �,_��, � � concrete and extend 2-0 post edges of openings. No 6 6 spiices of reinforcement are permitted except as detailed � TAF. � , TAF. � , � TAF. � . TAF. � , or authorized by Structural Engineer. Where permitted, , 0 . 0 . ' A . , . � 0 , , use contect lop splices. 36 bar diameters minimum. � , - C. Placing of Reinforcement: Provide chairs, bolsters� additionol reinforcement. and accessories necassery to , - 4'o PERFORATED 4'o PERFOF2ATED support reinforcement at position shown on drowings. � � � DR.41N PIPE � DRAIN PIPE Support of reinforcement on form ties; wood, brick� or �. 8. �. d. 8� 4. 4. 8. 4. 4. 8� 4� . RE: PLAN RE: PLAN other unocceptoble materiol� wiil not ba permitted. ' - � D. The following minimum concrete ccver over reinforcing shall be provided unless detoiled otherwise: 1'-4' 1'-�' I'-4' 1'-4' (1) Concrete cast ogainst end permenently exposed • to ecrth . . . . . . . . . . . . . . . 3 in. • ` (2) Concrete exposed to eorth or weother � 3 �OUNp�4TION DET,41L � FDUi�1D�4TION D�T,41L a. �6 bars and larger . . . . . . . . 2 ��. 1 �OUNDr4TiON 1��T�41�. 2 �OUND,�►TIOrI D�T�41� b. � ba� and smoiler . . . . . . ,—,i2 ,n. , g5 3/4'■i'-m' CJ5 3/4'=I'-m' S5 3/4'•1'-0' �� 3/4'■i'-0' (3) Concrete not exposed to eorth•or weather o. �t14 bars ond larger. . . . . . 1-1/2 in. b. �t11 bars ond smoller . . . . . . 3/4 in. 2xb et 16'o.e. 4. Steel: ' STUD WALL `� A. Stnuturoi steel� including cost in angles, plotes or ' other sections shell be detoiled and erected in �z' PLYWOOD a accordonce with the Americen Institute of teel ' 3�4' T.1 G. f'LYUJOOD Construction (A.I.S.C.) Specificotio�s ond Code of Standord Practice. Minimum yteid strength 35 ksi for Sx8 POST pipes. 48 ksJ for tubes. 36 ksi for oli others. B. Connections: � 10�'-0' (1) Use stcndard fromed becm connectiona meeting � 99'-9'�,' `�' � requirements of "Monual of Steel Construction" TA. PL7lJA. FOFd`1 EXPOSED GONC. SIMPSON GB88 � TAw Ninth Edition. Use 3 4" dicmeter minimum A307 boits � � W/ 12'P a,ON-O-TUBE � �F'4gT BA3E (or welded equiv�alent). - 11�' I•JOIST at 16'o.c. (2) Minimum welds per A.I.S.C. Specificotion, not less �� thcn 3/16 fillet. continuous� using E'�OXX _ - � electrodes� unless noted otherwise. Welding of � f:ONT. 2x6 TREATED --�� Bx8 POST robar enchors to angles or plates shall be done to _ ' �_� ^� � � PLATE W/ �'0 ANG!-IOR I ( COLt1MN t FOOTIt�s � / develop 1.5 ttmes the yield strength of the ' • BOLT3 at �FS'o.c. CMAX) / reinforcing bor. , I� ���(� _ CENTERLINE '(_� �_��� �-�I-� � 5. wood: � -I I I ` , I I STEEL GOL. ��,�,� ����-��� 51MP°vON GB88 A. Framing Lumber sholl ba Douglos Fir/Larch ;� P R O v I p E C R A U I L L� �: P�� �� � FOf�I"t EXP05ED GONG. � SPAGE VENTS . �i '���� SI �Ci� D I I- POST BASE unless noted otherwise) i � BASE fP �b x 9 x 0'-9' W/ 1�'o SON-O-TUBE �\ / 1) Studs . . : ; . • . Hem Fi� Construction Grade � A AS REQ'D. I I ��W/ C4) �i 'o ANG. BOLTS � . . . . 2 Joists . . �►2 Grode or better ,, � 3 8eoms . . . �t1 Grade Beom de Stringer � , � M .fl � 3�-�- � ,� 12'o GONG. PIER W/ ��� 4 Posts . . . . . .. �1 Grode Post dc Timber 4 x _� et 48 o.c. I I /� � /(2) � 5 FULL LENC.sTN 5 Wood Decking . . Commerciol Grade ; �� `�'b' I I ���2� °��M � � � � - � B. Provide 1 X 4 cross b�idging at 8'-0'o.c. moximum anG /NON-SHRfNK CsRDUT �- �i I--� -� �-- �--� solid blodcing between joists at all supports. • I'I t l� I I A �I�-���I I����-�� � C. All wood constructlon shelt be in conformence with the - � � provisions of The Nationel Design Specification for • �Z� M 5 G�.� • � I����`�� �,_6� '� �p Stress Grode Lumber ond its Fcstenings.' ,r TOP t 80T. � � . • _ /l2) ' d x � DOWELS D Glue Icmincted beoms sholl be Industriol grade conforming � ,1-�i�_� � � �- �-�, ,� _ _ � b� � to combination 24F-V4 strength and stiffness , . , requirements. Ship members to the site and store in , , � •. o e ��,��I�� , . • • I I I����I ' C3) � 4 EA WAY manufacture�s protective wrappers. � 94"O�� � - �� �� A . • ��� � 12'o CONC. PIER UJ/ E. Plywood web joists shall be as monufoctured by Boise TAF. � . � � � _ � 0 �lZ) � 5 FULL LEt�IGTH Cascade Corp., White City, Oregon or epproved equivolent. � , Supplier shcll fumish shop drewings showing oll joists, A • . � . ' :t bridging, blocking and misc. accessories for review by • V � the structurol engineer prior to febricotion. The 4'a f'ERFORATED contractor shall not cut, notch or otherwise modify the � DRAIN PIPE `� 1'-0' 1'-m' joists without the written consent of the structural 4' 8' 4' �: �'� FOR F?Cs. SIXE t REINF. engineer. F. Lominated Veneer Lumber sholl be as monufactured by the � . RE: SGNEDl1LE ��_0� 8oise Cascode Corp., White City, Oregon, or approvsd � � .,¢ equ w en . G. Wood roof trusses shall be designed by a registered � profeasionel engineer licensed to practice in the State � 5 �OUNt�,4TION p�T�IL. 6 INT�RIOR CO�UMN �T�. G�ET,41� � COLUMN FOOTIi�IC� D�T,41� 8 D�CK D�T�I� of �ao�ado. Colculated live load deflactions of t�es�s : shcll not exceed 1/240 of the spcn length. Shop drowings '� Qt 3/4'•1'-0' 3/4'■1'-0' Q 3/4'■1'-0' 3/�4'•1'-0' and co�culotions bearing the seal ond signature of the ' �77 35 �75 S5 design engineer shall be submitted for the review of the structurol engineer. These shop drowings shell show the locations of all trusses. connection plete size and � capacity and the size ond grnde of lumber to be used. Shop D�ewing review by the structurol engineer sholl be � � i 6xM1 completed prfor to truss fobricotion. Truss manufocturer � `,c�' SIMP50N 6TRAP shall provlde blocking at beoring loccttons and bridging , , � , as required for truss stoblity. � � 6. Foundations: _ t , A. The structure shell be founded on spreod footings ploced , on undisturbed noturol soils or compccted fill with o �,; maxtmum atlowcble beoring pressure of 2000 psf. ' a� B. Refer to soil report �t94215G, dcted 4-29-94� prepared by � ' Inter-Mountain En ineerin LTD.� Av�on. � VI�U� ,4-�4 �Z� g��„�F,� g g Colorodo for other pertinent " ° � FHAM bxl2 soils information. The contractor shatl be tully fomiliar with °' OIITRIGGER oll espects of the soil repo�t before beginning construction. , 7. Field Observetions: . A. The contrector shatl inform the Structurel Engineer at � leost 48 hours prior to costing any conc�ete so es to , v the placeme tCOf reinforicement e d embedments.eviaw ,, ,n B. Contact Neujahr dc Gormen� Inc. 1-303-377-2732. , � 8. Coordination: ' v A. All dimensions on structural drawings shatl be checked :� against erchitectural.drowings and ony �screponcies � � �' shalt be brought to the attentlon of the erchitect � E immediotely. Refer to mechenicol. electricel end , �°v � orchitectural drawings for openings not shovm on ' � C3) Zxb structural drawings. ;; ;; 5B� B. Shop d�owings shatl be prepared by the fabricotor. 00 � ' 1� d�ow ngs�willhnot be perm tted.documents or use es shop ' � �'c�4��� �� ���! °' > �:b' PL7WOOD �'��L��-�. ,-;� �; .r .r�`� x' ° �C�' �� C' Z 5 '�Y� � , z o tz� ��4�xn�' �F q-1���� � 1/ER3A-LAM3 � 60LID BLOCKINCs � , v � ° �' PLl'1i100D • � ��\� �,�e1�1��°ST°.b�la'a,N�C`��/� ° �3� �x6 \����•.�GORDpR•��.G y david mark peel, a.i.a. �c��BAt�s � � a ;�`�. F; , 3 ; y a o 0;9� CULSHAW SINGLE kathy longenwolter,_476o4506 ,' a _�•� - FAMILY RESIDENCES 2588 oroso drive 303 date ,- �o �;; ; post office box 1202 voil� co. 81659 ¢ � i :�9%ss�,.�/��� •�' �.� PARCEL 8 3UNDIAL PHA8E ONE pro ject 941°✓3 f'" L: �i� �'a� L .+•��� � . - r � 9 �;ppF ��M�� p�T,��� '�%�,Fo�'`�o�`�.��`� MAtN C�ORE PLACE VAIL CO. neu 'ahr and orman, �nc. drawn Rrt. � � � Q , ° c �7� 3/4'=I'-0' ���/rr�tt[tCjtt�;�tt�����r r r a W structurol e�gineers 303-377-2732 sheet 3 oi b , � r -�'= __ - - - ___� " �� ----- -- - - — - - - - - -- _ ---- - - -� __ ___- �_ � _ . ,,*. �pp Y I ' _ , • � _ Zx6 at 16'o.c,. � SOLID BLOCKING 3��' T.< G. PLYWOOD tE 4x4 �s' PLYWOOD 3TUD U1Al.L ' �� �i�� �2� / 9i�' T.� G. PLYWOOD 1'-?' W 10 100'-0' � . ����� ����� 98'-11�' i� • (2) �i2'o TNRIJ BOLTS Im1'-11°�' 80LID BLOCKIt�Cs _ �98 -11�y . 4 �ENT SAODLE TA. PLYII�. ___= _ ___ - -- _----