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Vail Village Filing 6 Block 1 Lot 7
..� � ��a�...,:� 1 -�� �/1 t / . __---- '��'�`--____ �".. _�--.� ��.> �-- _ �.\\ _^_--.' . . \ �__"____` o --_.__--_._^.._. � . ,� --� _` _ -- _ � �_ '_-----"'�.� . .-----'" ^ _. --.^�'"` - . . _-_._..._._�__ � ___...�.--. / � p ; ___ - -- TOW = 73' / -"`� � ,� �, ' �RGHIT�GTllRAL DR�4WING INDEX -�_, ,-- , �... � ____-. l 17�� l � .� � ' � ; � BOW = 6T.5 � �y= ,41 SI TE PL/�N : ' � , : : - /' � �;.'- �� ��� ,42 LOWER LEVEL PL,4N -- - • • - _ �-� -REV�GETATE WITH NiAT�V-�= � '�- � ,�r � ' �. � �„ � A3 MAIN LEVEL PLAN � ° ` ` _ � , �� • _ �6 � . -, GR UND GOti�3� 1 J � � ��7+�� ���`!�" �i�� / / � d � �l �� ° � _ . � �� '•�•.'•��.�-�•.'- •.'- • ' ' . A4 UP�'ER LEVEL PL,4N ---- '-_'� `� (_._.._.._.. /-�---� ----...` , - ,45 ROOF PLAN _ � A6 ELEVATIONS c� � � 7C.� ` ,-� .��� 66 . .-.'� -�-� 1 -�f '----- _ ' �j ,47 ELEYATIONS � ' -�� � � � � -" � � I A8 BUILDINC� SEGTIpNS � --�. �,__,,...,r,,,- � )�.,.--- , - � , _ - - - - -- _ � � ! � � ry � � m_• ` � '� ' ' ` �/ ' ' Aa BUILDING SEGTIONS ,� � / l -- _.--- . 33 �4GRE5 �'ROVIL�� T7R,41N ,47��OU7"�# -- .-------.-_- �� �� -� � -� �" ' - 1 ' 23,218 .5 SF � A10 DOOR � WINDOW SGHEDULE , � ,4NI7 �AST� L��TAfL I //�4 �.���-�� .-.• -� .'•� . � / � � �FD . ��.� � ry� � ' � ---_ _ / � � - �\� � -�/ � -. ' - � . � - - l'`� /� ' �.,.-- � . , . �. -, . • o , . . • . ���/EGET�y�'w � �t� �v��ri � - � . �, •, :v . . - � / / � EIG�+T WELL _._-.-,-� � x . GRDUf�D �ovERS - -- - - -- _ _..�:. _ .�.��_ . �_�. �. .'-,� �----- �� / �. _ � I48 ' ,� � � � �� � � � � � STR,UC,T�URA�L I ND� X u � � P �ENNIP�L �LOWER� � / � FD � . /� I 50 GENERAL NOTES � DETAILS � '���-=�%�� • � '.�� GROUND � � II _-.� -"-� / , SI FOUND,hTION PL,4N � DETRILS 5/�V EX15T SPRUG - R.C�J -- � • - . - . - . . • . - \ ��1?�17 �iE� � Gc�N5/�UGT I U --- �I.� I I l \ I / //� � � , ������i� �����p����� ��p�tt�Yt��t 52 MAIN L�VEL FRAMING PLAN I � 6 // � --- - _ �. '� < • . 1 � , _ , `$ � I � ` �� ��°tldi�g ��f�ty ��� l�sp���f�� ��rvt 53 UPPER LEVEL �RAMING PLf�N � DETAILS � � � � XI ---'`� / ��j � , , ,,,,, � 1� � 54 ROOF �RA�MING PLAN � DET�ILS / �...:�.:.:-,•.:-,•.;�.• �. �. � � � � ' ,/ �°�"s:�� m . ,. .t� �, .�. ��id�rski�l �ROT IC)N �N� 5�� �.�� .83 ' � �� � /�R O�?IST'��.E�'O T �4i�- .- . . ` � / � � . .�_._.-- I � � � ��,� ; ;��i�c��t tt�t i� �t ��n�! REGA IONS �- - �D � _ / ��`�� �f � p� iE shail GODE I NFORMATI ON : �''� , � ` V �od� �9a e c:��°;r c� a �wra°�ite °�h� is�t��n�� �t 9 r�v�i �f9 �rcy vloiatia� �# �� / • '� -;= -.. � � _�� i ' / �at b� e��.� ,ru�;� �� �e � ��rmd� for� �r �n �pp 2003 I RG ,- ` � I �� �w t,7v pr�vision.� �f 4hi� ��d� �r of ��ay � �r �rd6t��t� �f th€� APPL IGABLE GODE : � � -.._ I I \ `��' �/ / . urisdic?'a�. P�rr�it� pr�s�rning t� giv� �� �� t� vi�6�t� or �anc�! th � j� � r °° o�D I �_._--` �' �.. �-,._ / � ravisicrs �f t�i� c�d� �r �th�r � in�n �f � jtar�sdi�t9a� �hal! n�t b� OGGUP�NGY : RE51 DENGE R-3 ' � ` FD � � , paiid. �'h� is�a��n�e �f a p� 6� ba.��d an ��t�str��t��rs d��tam�t�t� �ttd GA�RAGE U /� �Z ' -- -- -- 52 ._ 54.5 ' I � ' . �� �''�� ati��r dat� Ja ,�ei r��t pr���ttt th� b�ild�ng ��ficia{ fr�m ��q�irtrtg ih� %� / � -- - - � � � �" �orr�cti�n of �rr�r� �r� th� ���straacti�n d��urn�nts �nd c�fih�r d�t�. Th� - / DAYLIG' FiT - ( ) r GONST�:UGTION TYPE : V-B . � � � bui�di�� �<<'s�sai es �1�� ���h�riz��d ta p��v��t �c��p�n�y �r �a�� �t � _--'"- -/�� �truct�re v�r'��r� ir� �°s�la�I�� �f thi� ��d� or �f a�y �ther ords �C�� �f / ���'`p` � � � ( I � `�` '� - �� ��is js�risdicti�rs. � � f�LL WC�RK WILL B� GOMPLETED IN AGGORDANGE WITH THE LATEST � � � II �J V,G - / _ _ • ADOPII=D EDITIONS OF THE 2003 INTERNATIONP.L BUILDING GODE, 2003 , p �y� itJ��> INTERNt�TIONAL RE5IDENTIAL GODE, 2003 INTERNATION�L MEGH�4NIG,4L / ° � � I r\ - --- -- �� �`" ` GODE, :2003 INTERNATIONf�L FUEL GA5 GODE, 2003 INTERNf�TIONA�L �;-- � t�a � • � �� . ____ _f � , \ PLUMBII�G GODE, 2003 INTERNPrTIONAL ENERGY GONSERVATIOH GODE �- �� - II \ \� � �% -�'�� /' 8�90 AND 2C)02 NATION,hL ELEGTRIGAL GODE A�ND TOWN OF VAIL BUILDING � � � � -� - j � � II "5 � � ' - � -- � _ '�,, AND ZC>NING D�PARTM�NT GOD�S �hND REGULATIC�NS. �//�-� __._ O � • \ -�"�/ /�.. "`_--___- ----'� • ��,�` ° �C�t�R �i ��o� �r �r d'�"'" ` �� - � � � � x � � -r � � G �-�-___ _ L _ _ _ � .� - � wa � �, ,� � ,� ��� � ii � � . _'- ° ,�� _�� `"� % � � \ °� � ���- .,�`u,��r�;,�, � " I I 3 . .5 \ � � �,y - . _ ��II /�, _� � � m �`� ' _._._----- __�___ - ��"'� � __�� y �y_ � � � ZONIN�G IN�ORM�TIOK _ \ � � � _� 1 ��-: � � /�/� �---.' ��h�����s� - � _' � i „ ' PROJEC:T ZO�lING 2 FP�MILY PRIM�tRY SEGONDARY //=_ ! O 'I.�"i" --��_. % .� __ � ��///!���,,,/�jl �� � � � i o \ _,�---- , �,�, � /� � � y%.� � `'���\ ( � O � � � '-j-� /� (��I��\��\ a / „ ,..... � � . �' � � 7 , �. �L---_�___----- -- � II � ' a\� �,y�,�, ��-- � <.. 1,�.- - ,�� _ _.----'' `'���_ � � �. t Lor si �_� 2�,2ia sa�T Yr � , . 0 II - -_ / S __-� --�._ ,-�. � �, �.` �` ° �.�,°° • �� ��= . >'' � 5 c� 5 ° 5�i ' 2G " E 25 . 26 � Z " .,yn��r ,,�, �,�� ,�el�a,, � � 1 , ��� '' �--- --- ' ` � --- .------- --- ° , -._ � �,�����i�� ,,� ��`��.� �� ���O�N ,/��1, � �I� � �--- � p��.,� `��- ,4LL0 LE GRFA� GALGUL4TION5 � ��y11 �'� - =� - � - ----__ _ • ,�,.. , 42 .5 � % ��-- �j� �� 111 \ ,---- �N P�' S � t�����s ,� . 46 x 1 O , 000 5� = 4 , 600 SF � 1 , �r� \�� --�'`� / /� � � ``� 1 � , 38 x 5 , 000 5� = 1 , 900 5F J,-'- i ' ""- • --_.. . ����/�I�\�� �li�`� � � � �' �� /! '� '.,- � �'� 8�g . 13 x 8 , 21 a 5� = 1 , Ob8 5F • -o.._.. • _____ , � o�� ��ln� 8 n , O ` �"�._._ P�RENNIf�L �LOWERS ..__..---- -- � ' ' `�'"°\'` • '.��� �� �`g0 � \ . --'-'�` , ,��, ./� a••y�"'4 j, a ! � ``\� TOTAL ALLOWABLE GRFA = 7 , 568 5F � ` ,hND C-aROUhlD _ _ _. -- _�_`-- II ��a �ii�� y�,�i �;�, 1 `' � \ �_.�--_ '� 1'y ..-------- _� � ' --�`�- � -'E ��\- �� � � I ALGUL�TIOI�lS � I C� , % // / _` - � � , �� GR�A C: ,; C� � GOVERS /'�� � ( :�y\, fl�Gi '��I��i�1�\�``�` z _ - -' `� � i�,� ,,, .___,_.� !o� \� /' �� ``�`' � DRAIN TO DA�YLIGHT I ) �ii ---�'"""� � �`" ��\ '"I �% ._--- _-/ ��. ��`� LOWE:R L�YEL = 641 SF � - � ' / II �/�Jn �\�` Oizt� ---�..� \ ' / � � . c� _. %i/ �I 1 .� �� I r 1 �,..- N `�.�„` MA I N. L�VEL = 1 , G37 5F ` �` 1 ._----` � ' � � li����� / ,., .-- , �, _______ ` y ' '�` �,` ` UP�E:R L�VEL _ 1 400 5F � � � s TOTAL GR�� 3 , 9 �18 5F ----______ � -- -__ �� -�� ------ -_ `�� �',.\ -------_- _._ ________ __________ __� � - .___�- ' � '� (� � �ili����,. ' � �` ��--'" • \ � PROPOSE� �4DDITION �_ � ����_-�- row = 7s� . --- - - - "- ��.. �- � �____ � � � �. � ' ` SITE �,c�v�RA� � , � _ MA I N �EV�L = 8154 . 83 � �� - ��- ,,__.--- ---�'"Y � \� SI7o ALLawABLE UPPER LEVEL = 8166 , 33 ' �� ' S g�� - � � �g��L- = 23 , 21 �i SF x - . 8 5F � � � � � . . . ' -�- �'/ , �� -� .- '.'-_�-� -_�'''-- -_`` �'� � \�� PROP'05�D � = 2 , q70 5F 7 7 '_�A,�'- � � �-�-�'--- -_____ I �' \ � �L ,� 1ol S: ,.._._._. � --- � � �. � � PROTEGTION ZONE - 5EE p / L=8153�5%� - � - // \ \\` BUILDINIG IGHT �G��.� : IA� = I �� NORTH ARBORIST 5 REPORT FOR _./ - -- - - -- - - � °� �h iq �� ��� � ---- 1e � « ' '"�- / ' 7 --`-'' � �\ 2 ' AT NORTt-t END OF NEW R I DGE R�GAUTIONS- -- / � w / 3 ;�� , --- NEW PA�,/ER� ON GONG . L_ j _ __ d� _ �: \ \` ��------ ,� I� SV�B (SNOWMELT) � DRAIN � � • W,4LL MOUNTED EXTERIOR _ / , BETWEEN EX15TIHG a ' � LIGHT TO MATGH EX15TING " � �R�p� ' RET/� INING WALLS _ ° -��� ��`� 8�6 L�GE1dD : EL=817�. � \ \ O EXISTING SPRUGE TREE TO REMAIN � �/ / ° F � �-� a� � � _--- � EL =H8148�� -�-"�- ��y � � �� �� __ _,_�- �_� �XISTING GONTOURS '�- � � , r. BUILDING �NV�LOPE LINE / �a , 56 -- EXISTIP�G � �� li�, h; \ �`��, ��� �""� PROP05ED GONTOURS ESTABLISHED IN Iqa� - \ '� y , GR/�BI�PPL� TO .....�-�°`"� -� " �"" v�� ` _ / ��1, � � 4, .8 ' � • _ EXISTINC� I�E5IDENGE _ _ - BE i�EMOVED � � NEW GONG 5TEP5 ,4ND �'� r � � / ' �,,,i �� i' " , ' � � - - 3" I LA�NDING w/SNOWMELT � O � 20 " � ,� / I O � � � � ���0 5 85 ° 5q " 4 .67 ' � (� ��� o 0 0 0 , � � EXTERIOR WALL ` c � a� ,,,� , �� 8 � MOUNTED LIGHT � IXTUR� � � •�� } � � . r � � I I � ' � � J �y ` � � ROPE LIGHT MOUNTED • � 5 � 5��0 �O C ��0 �D,� 0� NEW LAGSTONE PA I ` = _ _I , _ �$O - I I � � II � �IN UNDER WALL GAP FOTZ /'����_ 2 � , �-�� �- _`_ �� �- � ��� C (5N0 MELT) _ _ - / ��.� � � `\ ROPE LIGHT MOUNTED �--- � � � I _ �- _._. � � : ; , ' - � I �����Pp�_ STEP LIGHTING - � I 5 ( -- - - � �� � C� � T' � �_�-- h�� UNDER STONE GAP �OR � ' , \ STAIR LIGHTING � ' � � ( I ' : - i � �V� , _ � - I � _ FRE� DRAINING GR,4V�L � O � � � � O C�U �� � O � - - � � � _ 5 _r - - ( " � /�_ I ili n� i - � � - � � I I � �� , � � , i I -- � ,� � � ' l EXTE D EXISTING � - - � '/ �\�� � I _. � � I � , ; � ! � � I EXISTIIJG RETAINING � �� � � ) �'�'C��� - - - � �n �,'�h�� i I � N � I ' _. DEG � MAIN LYL - -- / � �..._/ I � I-� � I � I �,�� _ i � 60 MIL . LINER WALLS TO BE REMOVED - . � � F s � _ � �� i -` _ � G O -- 0� - - - - -� - - ,,/ � ' �� � � �� � , _ � � � � � ��� � � � -- �''_r - � ..5 ' - - -/�� � �\ � � � , �,v, ;� � � � > y _ I °'� � � ! � �� , �� ' � ' - 4 " PER�ORATED DRAIN / � � � �� x ' ' ' ` � � ' ` �i � , � ��. s �� _' 'I � �'�{, _ r w/50GK � ° �EXISTING �"- - L� " - ' \_� �� ,� ;. � I �� ���. � /'�f � - - -- �y ,, , � .,,, 51 TE �'LA�N NOTES : '�� , � TWO GAR G ,4R,4GE ,_ ��� � � � ` 3 . .5 ' � �,�.`� � ,� a��������y. � -� . � m _ .� �� N 67a I . DATUM �LEV,4TION: � ,� � � O � � ' �'"���� � -� �� 37„ EL�Yf�TION 8145' ON TH15 51TE PLAN GORi�SPONDS TO � � O � I���\��� � �_ �� i � �`����� -�.. , � 14 �/�j�,l���'� I � � � \ NEW GONG 5TEP5 RND ���\ '''I�"�y, �� I � E�.�VATION 100 O ON THE FLOOR PLANS, ELEVATIONS � _ , ___-------- �--- _---- -�+° - - - ;�,� ��'� __---��-�� . --" SEGTIONS . FDUND PROPERTY ' "°°-�- 1 � � � ANDING (SNOWMELT) AT - � / -�---�--'- \ ��=---_ __ �"' GORNER - ' +-� � S 8� ° 5q '2q ° E 25.26 ' Z ,,i ,, s�� I � W�f� LEYE a , ROOM ..� ��i , '�� ;� s . �y 1�y, __ � � ,- \ I y, �,�h�, ti �� / ""� GA�BLE 2 . TOF'OGRAPHIG � SURVEY DATA TAKEN FROM A DRf�WIMGS TITLED _____-- ' 1 42 .5' - � ; �: � �; � '_ _ . � P�DES" "TOf'OGRf�i'HIG MAP, LOT 7, BLOGK I , \/AIL VILLAGE SIXTH � ILING, � .,--1''- - • - , .,_,_„ % �, � I��� �" ��1��, � =� �/ � �� a - • - ' TOWN OF VAIL, E/-�GLE C.OUNTY, GOLORADO " �ND " IMPi?O',/EMENT �.---�'' - � I�''�'�" ��� '" ,, ' s\ '''�`��' \`'� � • - LOC:ATION GERTIFIGATE, LOT 7 , BLOGK I , A RESUBDIVISlON OF LOTS ' '_'- • ._.�. . a`� t y� ��loa��� . �.•-----'- r-G- • o 51GN f-- � � �° 53 ' 12 ' LL ----- SI 7 A'KD 8, BLOGK I , �/AIL VILL�4GE 51XTH FILING, TOWN �F VAIL, / �-__ -- �- a\ IIII�,��' ,/ ���� �`, � �' 'y � R = 4�f5.00' `-' TOP � �A�GLE GOUNTRY, GOLORADO " PROYIDED BY: � -\ /� � -'/ IhdTER-MOUNTr41N ENGINEERING LTD . � � I � � � I�'"' W,4LL MOUNTED ���d �,� ORM ;- � L = 140.0---,0 _ ----- / O �� GUL V�R-r- EXTERIOR L IGHT TO DR I N f�-l„�lo� ��____� ---�" BOTTOM RET WP�1-L- 4-0801 US HWY 6 O � '� � � � MATGH EXISTING / _,_,_._.---� �' .O . BOX q78 ( C_ �hVON, GOLORPrDO SIb20 � �� ���_` a -ro-a4a-so-rz ��L� : I 102 9 -C) \ �� � t �� �TAMPED AND 51GNED : II /II /a6 � 4/21 /a7 °� � , � __�-�- ' --- _ 3. PRC)JEGT ADDRE55: ,�F{ ----_.. _ \ ---__ 6�iG> FOR�ST ROAD r ' ` - ---__. \ - ------" " �- YAI L, GOLORADO '� _ _ _ � - �- � � : - ---- - _ _ _ BA515 OF EL�VATION : � _ / , _ - - - - - - - - - - - - _ _ � MANHOLE - MH P.2 .2 .2A r �; ,r�'� �� � � � � � � � � � � � � RIM ELEV. = 813� .35' � � � � % : I __� ���--��"` � , �_ INV. IN - 81Zq .z7 ' � � � " ' ' � �--_ ._______.._ _ ��, eQ 2008 Rob� t I, �ola �itsct. �c / �! � 1 S Z c`a Il t Z R e s i d e n c e A d d. i t i o n D at e : 03/27/O�� DRB � °` � bert L Arnold /970 845 8117 A l.l r a g h t a r�s e r v e d i x n d e s S s c t i a n 1 0 2, A x�c h i t�c$u x�a l T l�a r k s P r o t e c t i o n A c t 1 9 9 0l � Tbis document, the ideas. aad designs incox°porated herein, ry �j R 04/10/OEi DRB Architect , PC {970 ) 845 - 8829 FAX �s i n s t r u�n e n t s o f p r o f e s s i o n a l s e r e r i c e, a r e t l x e p r o p e r t y o T �� � ( o g o �' e � � '- ° o a d �otaert L Arnold. Architect PC --�''� 05/12�OE� DRB P O H o x 2 5 8 7 „r.r--' d , u V � ll , COIOY' c`� CIO 05/25/OE� PERMIT 48 E Beaver Creek Blvd yP �: TJn�ut�torized � �� ot �kxaa� plan�, in whole or in part, _.---' �'1��-E : � = I� -o NoR��"� SUlte 104 I c�n �� e�lb res�lt an c�sgatiata caf sexch consf.ructiom, '�'� � � ��/I2�e�� Y pERMIT � y �1 Avon, Colorado 81620 cr �a�.�°Ys �ze�9l�in� b�i� s�ized. �a.d,lor r�zed �t AS ° ° � � � � . , � � .z4�g �7 • `/ � a \� � �� ` / a . � e ` � \ m � • / `� s e s � \` I � \ . � / • � ` � ,ON e • � � � e � �-- — Q / � �+ ,/ /- � SEE A3 FOR NOT�S THIS AREA B ry � / � / ` `� � s / • . s ►4q � • / � / / / � -�' ` ' � -- - — — — � '`a � ° • - ' • I / ' � � A —`' e , • . / / / � � N�W GROUT 5�T FLAGSTONE PAVERS ON C �� • �+ � � GONGRETE SLAB (SNOWMELT) - SLOP� TO 6 6 ~' . PORTION OF EXISTING � � / _ ; � . �LOOR DR,41N � / ' \ RET,4INING WALL TO B� / / / T.O. PAV�RS '`� . . 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WALL , NEIN � ❑� a W/BATT INSULATIOM — �` STONE FLOOR _ 1`�IEGH I DAHO QU,4RTZ I TE �.-- - - - - - — OD OM � BROWN/C�REY BL�ND — / 2 STONE I �� � � I IN�ILL EXISTING — m • �Ew WINDOW EXISTING — � ExIST T.O. 5L?�B � Q � T.O . SLAB — 5K1 RM I � EL. a� '-6 " � EL . 100 '-O " (8145') —_ - - EXISTING I NEW SKI �ZAGKS �8144.5 ') O REMOVE �XISTING _ _ _ � � STONE V�hI�ER GL T.O . SLAB � ° 51/2" A � — -- - — EL. a8 '-O " �8143 '� O i �a � 6'-4 I/2' � — _ � � � GUT OPENING 3,-2 5��6, 10" C _ _ _ I IN �XISTING __ � — —I AL I GN WP�LL _ R0. ----- -- - ------ - _ e , � _ � — — — ---- -- -- --._..----.— ; R�PLAGE � � _ � EXISTING DOOR - � - � __ 'J' �W LOG,4TION FOi?. PLANTER ( S�� 4��° RE: SGHEDULE ' � - ALIGN i EXIST SHT AIO I EL�GTRIG METER y� ' � — TWO GftR C3ARAGE I ( I I I � ���� ' `�� � - I � � � I � - � I I ( � h1EW GONG WALK � STEPS � � � _ 3 �� �-��V_���1- NEW 800T NEW B�N�+� � I �'1 w/ShIOWMELT TO MATGH � � . . . '� FINISH DRYING � w/GUBBI�S ( � D� EXISTING � '° ` : .� ; . ,° .a� � NEW GONGRETE STORRG� F�BOV� � �- — �� ' GONSTRUGTION � � 6 '° STON� VE1�ER — METAL HP�ND GRIP � STAIR - - — — — — -- — — — — — — — — — — � 1 �, ON GONG WA�L ! - I I/4" TO 2 " IN GR055 S�GTI �'JN,4L DIMENSION � I �R� 6 .q " rZ � BELOW STONE GA�P � �� - 36 " ABOVE TREf�D N051NG - LIN� O� EXPAND�D R�WORK EXISTING f�RRI �f�rL /� �� NEW STONE VENEER � ;y NEW 51TE WALL , (�i � - RETURN TO WALL � BOTf"OM NEW EXTERIOR -- — - i r D�GK ,4BOVE SPRIMIGLER SYSTEM ____ —_�=/ // // / // // ' E� � - TERMIN�4TE � i�IEWELL � TOF' LIGHT TO MA�TGH � _ m ` r� i � TO ,hGGOMODATE — — � r- i, j % �XISTING R�VISED PL,4NTER GONGRET� 5TEP5 � NEW FRAME GONSTRUGTION w/SNOWMELT �� �� i EXI5TIN6 PLANTER �- �� i ADD STONE VENEER WALL AND GURB i i TO B� REMOVED ,, r � Ex15TING GP�RA�G� EXISTING GONSTRUGTION � � � WALL � REMOVE EXISTING � � TO R�MAIN RETAINING WA�LS �� i ST�P f4T �XI5TING l �� � �r — — — — — — — — — — — — WALK EXISTING GONSTRUGTION � , , , , �, ,� � �� .� � �� - - TO BE REMOVED � � � - - - � � i� : -�-.- - ------ --- � � �; , �� ,L. � l� �' ,l._ � �l � � � : ;� , uP , ' 8143 ' O SMOKE DETEGTOR ROP� LIGHT UNDER %' �i -.� `' `--� SGf�LE : 1�4" = I '-O° 641 6RFA PLATI � �� � � ; �� f�P T %� / ` �/ � h14R11-{ � m G�v?.�{� \ MATGH EX15�NG �� j / / UP - b " RIS�R ENTRY STAIR � ��� � / / / .�.814z .5' � // / � � � � � y � � � ; , i „ , , . �;. � ` .��� . 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C� 1t1OIl Date : 03/27/C7�5 DRB Robert L Arnold 970 845 - 8117 Ail righ$s reserved under Sectaon 102, Architectural VPorka Protection Act 19 0 � � This document, �he ideas, 9IId. d �SY�Y19 incorporat�d herein, ry �p 04/10/Ofa DRB ATCh1.teCt , PC �970) 845 - 8829 FAX as instxuments of groffe�sional service , are the property of � r o F o r e S t lb � a d 04/28/06 DRB p0 HoX 2587 ��e�-t a. �rnoia �cbitect. �c Vc� ll c010 �' a �. 0 0'�1210�' D� 48 E Beaver Creek Blvd � 05/25/Oib PERMIT Suite 104 TN'P,k2YdING: [7naut�aorized use of th�se pi�na, in whole or 'sn part, � — O r �l2�t�Sd � ���MIT COlOTQ(� O 8162a c�ax l���llg r�sult in oessation of such construction, 1�VOI1, �r sucl� �S�:;t ��� t,�� .'�RPize� snd/oz° razecl _ . __ �`______---------__ � --. _._ -- � MET,4L RAIL � 36 " ABOV� TR�AD NOSIKG R�TUlZN TO WALL � TOP & BOTTOM - C�RIP TO BE I I /4" TD 2 " IN GR055 �4, SEGTIONA�L DIMEN510N � �H 5PA � G � a ' • p� oo�T A'I \ \ . �i i :� \ � �� j� . • � / x , � ADD GONGRET� 5L,4B � — — — — — — — — — — — — — � „� /� i . :' ` ° � � � � �XISTING w/SNOWMELT B �LOOR l ' x : . . : � ! �i . �' T.O . WALL ' DRl�IN - 1/ERI �Y �� . . ,: i � . a '�� � � � , , . . . . . ' , . ! y O 8160 .7 ' ELEVATION � / � . � i \ � r d i � y . . � ry : ',�- , �i ; : - � ° a s M ,' � � / Y a B //gg N�W RAIL � EXISTING � m � � , . �� :.. � � • RETA� INIKG WALL • � a . � // e e � � : : , , .. . � :i , �� � O 5EE I/A7 I % • ii � oP � � j /� • B,4Tf-II ` . � 1 ^ < _ . � �. '�\ _ - - _ - - - ` - - - - - - - - - - - - - - - - �(� , �� '� / ;' ° aNe �n- i � • ' I - - - - - - - - - f �� ( �(� � � �� �I� � �y �� ) J) � � , . % :d 6 �TILE f � .� , T .O . i'�4VER5 � � 1 '; _ i � O4 6 3 //,2. � _ l08 '-� ° �I( � �pp �r , . � , , 3 r�� � ;ir �8153 .25 ') — — — — — — -�'_ A�1 / %� . . c� `�b � rop � � - ✓ l`lO ��< ° 1 � f— � . % ' ' 3�r � � O m � i 3� , � a � • �r . 3 + ° / �i o . . ���° � ,2 — O — � ` . EXISTING . x ; 3 �n 4t „ UP �` R�TAINING � — — — � 1 �� ' ; ' . ' // p .2 O , � � z ' � WALLS � e- � � • ' i : . 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SPAGING � RAIL � D� // � v � ---- i� �� ,i ! �-� � -` -`�-J - R,4ILING � 36 " ABO�/E N051NG � � 17fiz� 6 .q � �'i / �� , �� ( �� �� �< V . � < V � �� EXIST �� 3 - 12 T = 3 -O ___ __ EXISTING LIVING � ; Y�' � 4 - 6" R = 2'-0° a � � T.D. D�GKING � �� � ROPE LIGHT UNDER i �� - � I �� I_J � � � � EL. IOq '- 10 " 8154.83 ' � � � NEW GURB w/STONE G,4P � � WALL GAP - �� �;� � ON TOP OF EXISTING C�� - - � �� GARAG� WALL AT NEW � N�W GROUT 5�T � ( ' � � � • � � FLA�GSTON PAVERS 01� �� �;� - � � PATIO � � '�/ i� i DN x __ _ I _.� GOHG SLAB (SNOWMELT) _- _ STONE 1/�NEER Ot�l %J ; � METAL H,hND GRIP --' SLOPE TO FLOOR � � � I ---- � - --- DRA�IN GOIyG WALL B�LOW ;' i i � — f i C � � �. (5EE NOTES ON ,h2) REMOYE EXISTING I C� J _ _� STONE GAP � NEW r- ' �� _ � __ � � �i i VEGITATION; RE-ROO� ' r- � �—� � � SIT� Wf4LL � ,r - - _ - - i� �j y� �� �.^.�. � f�ND ADD NEW PLA�NTING � i �- - - -- ------- — — — _ � I �i. �i AT �XISTING GRRAGE ' � ^ ;� �i i ADD STONE YENEER RG�OF - - - - - - - - -- - - - - - - - -- - -- ----- GOhlGRET� 5TEP5 � r/! �� � EXISTING Gf}R,0.G� ° _ � �i � , WALL NEW XISTING � _ I L�ei��� w/SNOWMELT �� r r I �i �, e __ � � NEW R,4ILING AND GURB -- _- --- — — — — — — — — D�GK — — — — — -- — — — — J i� � � w/STONE GAP � PATIO TO � � ��� �� % MATGF� R/� ILING/GURB � --- - ------ I ° 8�a GONSTRUGTION ' �x15T NEW GONGRETE '. ". �n a . � , x� WEST PA�TIO - SEE I/A� j y GARAGE BELOW � __/' /� �/ / � � � ' I , � ii %�''��'ix NEW STONE V�NEER % C r � _— — / � EXTEND �XISTING DEGK - • � i ! — -- — � MATGH �XISTING DEGK AND R�41L � NEW FR�4ME GONSTRUGTION � � �XISTING GONSTRUGTION A TO REMAIN r-�, <. ,. ,�:-,n� ,� + f,�� . 4 -. ,� �� i �x r - , �._ ,. � __ — � EXISTING GONSTRUGTION - ` ` -- -- — - TO BE REMOVED � �� "�' ' � � � � � � � � � � � � � � . � �� � �� � � � � , — — — — — --- — — — — — — �5 SMOKE DETEGTOR � ' �� �� � � SGALE: I/4" = I '-O" 1 , q37 6RFA PLP�N NORTN ��- ��-� r- A . . ,fr .. �� !,r' f. 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MATGH �X15TING GOPPER . , � � � A / . � , � r'�, • , GUTTER . .�� . • 3 /2$. `� \ I � � �► , . 3 \ . � 1 3 .5/12 \ . � ��'s: /,�2 �' � � ET xiST � • � ( -r. � �/ � � 1 RIDGE �� / , / ' T.O. SHE,hT NG . . \ \ • . EL. 132 '-5 /8" (81 �� .4�1 ') � A A � \ � / � I � � . . � / ' � . 75/ 12 7 .75/12 A .� � � � � I , - �x- ,� �x�-� ry � �� • I \ �` ' . � / � ` � . �� �=pp � \ �- p `'' ��' �� A \ � � I ro \ \� , 7s� /`� \\ � / ` � � -- — — — — -J "ON '\ � � >. 7S: �2 � '-3" I � � . � r , B , , . � , J � , . aa , � _ � �.�� �.., . . . a N ` �y � • � I 3 . 5/12 3 .5/ 12 1 j �. � EX� ET X�ST — � . I . . I . ' — — � � — — I � • � � — — -- — — -- — — �— -- � � � � . I � G -� a-► � � � -,. , , � ,�-� � � ��� , sr � tio, � � � � � � � � � ;,� ,� , '�lc` J . . �. sf'_� . �. ; � 1 � �,w�, ��� � � . � � � sc�v..E : i �4° = i �-o�� t�oR�+ � s _ �� � � �° � __ _ -� ,�� , f� t '�' �r` � : , ;, _ eQ 2006 Robert L Arnold Architect. PC All rights reaerved under Section 102, Architectural Worka Protection Act 1990 BZSZaT1 � Z Residence Addition Date : 03/2-I/0�6 DRB Robert L Arnold {970) 845 - 8117 This document, the ideas, and designs incorporated herein, ry 04/28/06 DRB Architect , PC �970� 845 - 8829 FAX - as instruments of protessionai service , are the property o! � ! � Forest Road 05/12/OE� DRB P � HOX 2 �J87 Robert L Arnold Architect. PC Vall , Colorado o�i�sio� P�RMIT 48 E Beaver Creek Blvd �I — OZ/I2/46 REY PERMIT suite 104 WARNING: Unauthorized uae af thase plans, in �rhole or in part, Colorado 81620 � � can legally result in cessation of such construction, AVOIl, or such buil3ing being seized and/or razed �4 B Aa aa FZ I DGE I I GLAD WI NDOWS TO MA�TGH EX 15TI NG T.O . SH�ATH I NG �NP� -----. . _. _ . __ -_ -- EL . 132 ' -5 5/8 ° (8177 .4� ') i - _ _ ' IX6 WD WINDOW TRIM TO MftTGH � ' - EXISTING (TYP) � � , � GEDAR SHAKES TO MA�TGFf EXISTING - _ � NEW ROOF (?Yi') , � � � � IX6 OVER 2XI2 FASGIA R.S. GEDAR �I �ASGIA TO MATGH EXISTING (TYP) I. ---------- a �'-b " TALL BOULDER WALL-- ----" - - _ -- — — . � `n IX6 GEDAR VERT T� G SIDING TO 0 MATGf� EXISTING ---------- - - � UPPER LEVEL • • -- ------- — T .O . DEGKING _ • ' _ 2XI2 R5 GEDAR BAND TRIM - ---- ---_ __--..------- -- w/FLASHIHG �TYP� EL . 121 '-4 " (8166 .33 ') . — IX6 GEDAR GORNER TRIM TO MATGH �XISTING GRAD� ( __ EXISTING (TYP) . �'ROPSED GRAI?� � 2 : 1 ' STONE VEN�ER � GURB BEYOND RE : � TO RETs41NING WALL — ---- __ MAIK LEVEL PLAN METAL HAND RAIL . ' 36 " ,4BOV� TREAD NOSING �'ROPSED GRAD� TO � R�TURhI TO WALL � BOTTOM � NEWELL � TOP MATGF+ EXISTING -- � GRIP TO BE I I/4" TO 2 " IN GRO55 SEGTIONAL DIMENSIOH MAIN LE\(EL -�-—T .O . SLf�B T EL . IOa '- 10 ° �8154 .83') - ----- -- - - -- -- - --- - - - - - - - - - - � ADD STONE VENEER AT EAST � � :� T � L � Y� TI OI ` WALL OF EXISTING GARAGE TO MATG1-f EXISTING 5G?�LE: I /4 " = I '-O° STOhIE GAP ON GONGRETE WALL AT NEW STAIR (STONE V�NEER � STAIR SIDE O� W,4LL) RIDGE � RONT O� GAR,46E T.O. SHEATHING � T .O . SL�4B T E� . 132 '-5 5/8 " (81 �17 .4� ') - - - — - - - �L . G�i ' -6 ° (8142 .5 ') EXISTING RIDGE T .O . SHEATHING T EL . 13z ' -� I /8 " �81 �f7 . 26 '� - - __ ___ - — - - - --- - - — - - -- IXb 01/ER ZX12 �ASGIA R.S. GED�4R 3 12r, � IX6 G�DAR VERT T� G SIDING TO �ASGIA TO MATGH EXISTING (TYP) MATGH EXISTING IX6 GEDAR GORNER TRIM TO MATGH __ _ 12 EXISTING (TYP) �-� -�rJ- / \ 6XI2 R5 GEDAR BEAMS TO MATGH K STONE VENEER AT NEW STAIR EXISTING (TYP) TO MATGH EXISTING (TYP) � L � / J T.O. DBL PLA�TE . EL . 1 �3 '- 10 " � � � �4 — UPPER LEVEL ° ry V � T,O. DEGKING _ _ _ - _ _ ___ E� . 121 '-4 " (8166 .33 ') — - -- - - -- � _ — IXIO GE17AR LAP SIDING TO MATGH EXISTING (TYP) - � STONE SILL � WINDOWS IN STON� �(ENEER TO MA�TGH �XISTING IX6 WD WINDOW TRIM TO MATGH � EXISTING (TYP) � / � � NEW RAIL ?�ND GURB w/STON� GAP O / � MA�TGH EXISTING RAIL AT WEST �NT Y STf�I R5: S�E DETAIL SHT /�7 GL,hD WINDOWS TO MATGI� EXISTIHG O � (TYP� - D \ \ MAIN LEV�L � � �T.O. SLAB Q �' ioa �- io ° (8154.a3 �� - — — — — — — , — — — � � - � � EXTEND �XISTING D�GK- BEAM AN , `� �; � �' " `��'' �'� �� � � � � � _ - - - - - - - M�TA�L HANDRAI L i I/4" TO 2 " IN RAIL TO MATGH EXISTING DEGK ` �}; • GROSS SEGTIONAL ADD STONE 1lENEER AT �AST EXISTING GARAGE DIM�H510N \ � NEW WALL MOUNTED �XTERIOR LIG �� , �� . WALL OF EXISTING GARRGE TO TO REM,41N I D$ • b�l - O � MATGH EXISTING \ TO MATGH �XISTING (TYP) O \ ; � - STONE GA�P ON GONGRETE WALL / STONE YENE�R A�T WftLLS OF NEW AT NEW STAIR EXISTING GARA�GE / MUD ROOM TO MATGH EXISTING (TY ) DOORS TO R�MAIN / EX15T LOWER LVL MUD ROOM � T.O . SLAB T.O. SLAB EL . 100 ' -O " (8145 ') EL. qa '-6 " (8144.5') FRONT OF C�ARA6E � _ � -�---- N�W GONG STEPS AND WALK � NEW T,O . SLAB I EL . q �T ' -6 " (8142 .5 ') MUD ROOM TO MRTGH EXISTING �1�lTRY WALK (SNOWM�L.T) , j NEW GONG STAIR AND LANDING NOTE: ALL EXTERIOR MATERIALS, TO MATGF+ EXISTING ENTRY WP�LK '� IO �Tj� � ! � \ �� TI O � �LOR AND � INISFf TO MA�TGH I � 1-T �s Y �XISTING SGA�LE: I/4 " = I '-O " cQ2008 Robert L Arnold Architect. PC BZSZ � IZI. Z Residence Addition Date : 03/�'7/O6 DRB Robert L Arnold (970) 845 - 8117 All righta reserved under Section 102, Architecturai Works Protection Act 1990 �+ ry 04/28/O6 DRB Architect, PC (970) 845 - 8829 FAX This document, the ideas, and designs incorporated herein, V ! � F o r e s t R o a d OrJ/12/Oh DRB - as instruments of professional service, are the property of PO HOX 2587 Robert L Arnold Architect. PCV f� l l , C o l o r a d o o�i2sio� PERMIT 4$ E Beaver Creek Blvd 'f�ARNING: Unauthorized use of these plans, in whole or in part, � — 0��� .2���7 R E 1� P E R M I T SU1t8 104 c�n legallp result in cessation �f such construction, 1�YOI1, Colorado 81620 f� � or such building being seized and/or razed � � _ Aa � 8 GLAD WINDOWS TO MP�TGH EXISTING (TYP) ' ' RI DGE ' � � T.O. SHEATHING IX6 WD WIHDOW TRIM TO MATGH EL. 132 '-� 5/S " (81 �� .4� ') EXISTING (TYP) . . i - 2x4 NOTGHED REDWOOD HP�NDRAIL i � BO� T TO HORIZ 5TL � Z4 O .G . GEDAR SHAKES TO MATGH EXISTING tr- � I I lyz ° 5Q T5 HORIZ � N�W ROO� (TYP) . . IX6 OVER 2Xi2 FASGIA R.S. G�DAR I " 5Q T5 GR055 MEMBER (HORIZ) PASGIA TO MA�TGH EXISTING (TYP) — IX6 GED,4R GORNER TRIM TO MATGH � +� , � EXISTING (TYP) 4 YZ" 5Q WROUGHT IRON �LUSTE� � IX6 GEDAR VERT T� G 51DING TO � UPPER LEVEL N 5"O.G . w/HP�LF TWIST MATGH �XISTING �, � T.O. DEGKING I I /2 " SQ TS UPRIGHT �iOLTED THROUGH ' o. EL. 121 '-4 " (8166 .33 ') = SH�ATHING TO FRAME W�4LL 2XI2 R5 GEDAR BAND TRIM ~ STONE VENEER w/STONE GP�P TO n+ w/FLASHING (TYP) MATGhf EXISTING (TYP) - TOP O� GAP m 2 " GUT 5AND5TONE G�P - I/4° — — TO f�LIGN w/TOP OF GA�P �4T EXISTING � SLOPE AW�4Y FROM P,ATIO • RETAINING WALL STONE FAGING � � REMOVE �XISTING STONE GAP AND �`���`��`�� ` ��`� P�hTlO OVER L11� ING SP�GE FRA�MING � � IRST GOURSE O� STOIV� VEN�ER TO ' ' BLEND IN NEW VENEER \ \ \ \ \ — FLAGSTONE PF�VERS IN o � \� �LAGSTONE PAV�RS IN GROUT B�D (3" MAX THIGKNE55) ON � GROU7 BED �- �. �� WAT�RPROO�ING OH 2 GONG TOPPIKG ON SLOPED FRAMING Q �� NEW WOOD/MTL RA�IL � PXISTING 4 � _ \. �� RE : STRUGTURAL. SLOPE GROUT SED AND PA�V�RS AS I�I�G . , N RETAINING WALL \ �� rn, �ROM WALL EDGE TO GET P051TIVE DRAINAGE TD �LOOR I /8 " PROTEGTION BOARD � \ �\ DRAINS Q ON WATEfzPROOFING - — �� GARRY W,4TEi2PR00� I NG ���\� STONE VENEER � GURB B�YOND RE: ' NEW PAVERS � GONGRETE SLAB MAIN LEVEL �LAN ' w/SNOWMELT � FLOOR DRAIN UP � O�/ER TOP O� �RFrME ���\ STONE VENEER TO MATGH EXISTING • � ' ' BETWEEN EXISTING RETAINING WA�LLS w'�`�� ���� ON BUILDING WRAP ON I /2 ° � , . ' � SHEATHING 1�1�W Wp/MTL RAIL ON GURB w/STONE I � � O O ���� GAP TO M.4TGH EXISTING R,41L � � I • MP�IN LEV�L �\��� WEST �NTRY STAIR; SEE DETAIL � ' T.O. SLAB 2 " GONG TOPPING ���� � '. , % � EL. IOq '- 10 " (8154 .83') w/HYDRONIG SNOWMELT -- �\� . • � , _ - - - - - - . � NEW WD/MTL RP�IL ON GURB w/STONE \ \ � ; � a � ,' T . . d . Gf�P TO MRTGI-� EXISTIMG RAIL � 3/4" PLYWD SUB�LOOR ON 5 �� 1 � A� �PF' � ` � I I � WEST ENTRY STA�IR �LOOR FRAMING (SLOPED) ��2� ��2 2x FRAME WALL w/R- I �f BATT R-30 BftTT INSULATION � PA�TIO �� ; DRYW LL A'f A'I � RE : STRUGTURAL — 6 ��2�� INSULA�TION STRUGIURE OVER LIVING SPf�GE j WRAP o 5TL LIGHT WELL 51M ' T.o. Pav�Rs � � BEAM : STRUGT EL. 103 '-O " (8148 ') i I/2 " WALL SHEATHING TYPIGAL STONE VENEER ! M M R�: 2/A8 i 2� • . . . • T.O. SLAB �'. � I � ' C� / G � �' � T1� � � �, � , � . _ _ _ _ _ _ _ _ , 4. . . . . , .. . . EL. 102 '-q " �8147 .75'� ; � ° I 1 ,� _ ,_ „ � QQ i i ,2 _ i o ; : ' MUD ROOM � . . LAB , . . . — -- — — — — TO S ; . . 8. � . m . I. . , — — — EL. aa '-6 " �8144.5 ') . , • TYPIGAL SLAB GONSTRUGTION 5TONE PAV�RS IN SETTING R�: 2/a8 I I BED ON GO1�lG SLAB w/SNOWMELT - SLOPE TO • • PLOOR DRAIN RIDGE � • • -- � � J L � T.O. SHEATHING EL. 132 '-5 5/8 " (81 �� .4�i ') EXI5TIN6 RIDC�E _ _ _ _ __ � T .O . SHEATHINC� --- ------ — -- — — - - -- -- -- -- -- ---- — — — - — — -- — — — — -- EL . 1 � 2 ' -3 I /8 ° �817�7 . 26 ') 3. 125 � IX6 OV�R 2XI� FASGIA R.S. GEDAR �� ST � �, � �� T I 01�1 � �3L � G S� GT I 01�1 G FASGI � TO MhTGH EXISTING (TYi') - SGaLE : I/4" = I '-O° — — 12 -- IX6 GEDA�R GORNER TRIM TO MATGH , _ . � .-75 EXISTING (TYP) / \ _ O 6XI2 R5 GEDP�R BEAMS TO MATGH P EXISTING (TYP) \ / UPPER LE1/�L , T.O . DEGKING \ EL . 121 '-4 " (8166.33') F IXIO GEDAR LAP SIDING TO MA�TGH - / __ EXISTING (TYP) � IX6 WD WINDOW TRIM TO MATGH � — — EX I STI NG (TYP) ih �fV � GLAD WINDOWS TO MATGH �XISTING ~ T.O. LAND I NG (TYP) — — EL . 113 '-�T ° �XISTING RETAINING WALL MAIN LEYEL T.O. SLAB — — — — — — --- — — — --- — , : , . - STONE VENE�R w/STONE GA�P TO EL . IOq '- 10" (8154 .83 ') MATGH EXI5TING (TYP) - TOP OF G/tP � � � TO ALIGN wlTOP O� GAP AT EXISTING i �� �� �°' � � < �" ' � � � � � � � RETAINING W,4LL ; // �5� i . . � . � ('. ' � . � s �� •' . � N�W WD/MTL �ZAIL ON GURB w/STON� �,p � O GAP TO MATGH EXISTING RAIL � ' l.F---. � WEST ENTRY STAIR; SEE DETA� IL THIS o � � 51-l�ET L I GHT WELL - � T,O. PAVERS ~ 4 - - - - - - - - - - -- �' � EL. 103 '-O " (8148 ') � � WINDOW AT LIGHT WELL INTO NEW MUD '� ROOM - f; — — — EXIST LOW LVL �f — -- — — — -- — — — — — — — — — — T .O . SLAB � � OU T I I � i.. � Y � I O I � STONE SILL � WINDOWS IN STON� �L . I00 ' - O " (8145 ') VENEER TO MATGH EXISTING SGALE: V4" = I '-0 ° MUD ROOM — — � T.O . SLAB EL . aa '-6 ° �8144.5 ') cQ2008 Robert L Arnold Architact. PC BZSZan. � Z Residence Addition Date : 03/�'1/O� DRB Robert L Arnold (970) 845 - 8117 All rights reaerved under Section 102, Architectural Worka Protection Act 199U ry 04/28/06 DRB Architect , PC (970) 845 - 8829 FAX This document, the ideas, and designs incorporated herein, � ( Q F o r e s t R o a d OS/I �/OE� DRB as instruments of pralessional service , are the property of PO BOX 2587 Robert L Arnold Architect. PC Vall , Colorado 05 25 OP� PERMIT 48 E Beaver Creek Blvd WARNING: Unauthorized use of these plsns, in whole or in part, �— ���� 2���6 RE� P�RM I T Suite 104 � � can legally result in cessation of such construction, Avvn, Colorado 81620 or suc� building being seized and/or razed TYPIG�L ROOF GONSTi?UGTION FIRE RETARD,4NT GEDAR � - F I R� RETARDANT GEDAR 5H,4KE5 ON SHAKES ON �ULL SELF ADHERING IGE RND WATER SFfI �LD ON GOVERAGE SEL� � � ROOF SHEATHING RE : STRUGT ON ADHESIYE WATERPROOF � ' � 2X ROOF R�4FTER5 RE : STRUGT MEMBRANE IWIND BAFFLE AT BATT � R-30 BATT INSULATION w/WIND BA�FLE � j INSULA�TION 3 �A� OK 6 MIL VAPOR BARRIER ON ROOF SHEATHING 12 / , j � 5/0 " DRYWALL � GEILING , ,,� . . � . . . . � . . . . � , . / ' ' • � . , � ' S1M 7 3/4 / . i '/ � � / - .2x RA�TER RE : STRUGT 2 � � . : • / � ��.�5 � � � � � ' . . �?-30 BATT INSULATION i ; MAIN LEVEL GONTINUOUS SOFFIT VENT � � — --�-- — -- — — T.O . SLA�B � , ., � �� i i EL. 123 '- 10 " (8168 .83 ') IX6 R5 GEDAR 50F� IT / / >- � � 2X BLOGKING . � . , t � PERIMETER B�AM R�: STRUGTUR� • . ,, GOPP�R DRIP EDGE / 5/8 " DRYWALL ON 6 MIL , , , _ , , _ , , , , �, V�POR BARRIER WD WINDOW TRIM TO MATGH / ; WINDOW TRIM TO MATGH EXISTING EXISTING (TYPIGAL) 2XI � R5 GEDAR 50FFIT 2X FRf�ME Yd�4LL WITH ; � 4N5ULATION (R- la MIN) 5/8 " GYP BOA�RD ON 6 MIL 2�-0� Ixb T$ G ROUGH SA�WN � VAPOR BARRI �R (TYPIGAL) G�Df'cR 50FFIT WOOD BASE — METEtL GLftD WOOD WIhIDOW l � GARi'�T ON FLOOR SHEATHING ON TYP � G�tL EXTERIOR WALL C9? SIDING / 2x FRAMING � STAIR LANDING IxlO HORIZ LAP GEDAR SIDING TO MATGH EXISTING ON IxlO LAP SIDING ON BUILDING WRAP ON HOUSE WRA�P I/2 " PLYWOOD SI�ATHING 5�E RDOF PLAN R- la BPtTf IKSULATION � 2x FRRME WALL I /2 " Wf�LL SHE�tTHING TYPIG�4L 5TO1�E Y�NEER j SLOPED STOHE GAP 3 �i '��� ,� � T� I i� STONE VENEER TO MATGH �XISTING ON AS / BUILDING WRAP ON SGALE: ( (/2 " = I '-O" � 1/2" PLYWOOD WALL SHEATHING OK 2x �RAME WALL w/R- IG BATT INSULATION TY� IG�L M�tIN LE�I�L �LOOR R-la BATT INSULATION � 2x PRAME WALL WOOD �LOOR ON � I I/2 " SLE�P�RS ON GONG SL,4B � N�W GONG WALL DOWELED INTO EXISTING RE : STRUGTURE / FIRE RETARDf�NT G�DRR MA� IN LEVEL TILE FLOOR � L?�UNDRY - SHAKES ON "ROLL-VENT° � T.O . SLAB SLOPE TO DRAIN �� RIDGELA� - TYPIGAL / EL . IOq '- 10 " (8154 .83 ') / � RIDGE �j � - � T.O. SHEATHING WOOD WRAPPED GLU LAM TYPIGr'�L 5L�4B GONST�UGTION ���, �L . � �2 '-5 5/8 " !8 � -t 7 .4 7 ') - - - - — RIDG� B�AM RE : STRUGT GONGR�TE SLP.� (RE : STRUGT) ON STE�L ANGLE RE : STRUGTURE � I I/2 " �XTRUD�D POLYSTYR�M� �OAM INSULATION ON TYPIGAL ROO� GONSTRUGTION TYPIGAL UPP�R LE\/�L 10 M► L VAPOR BARRIER (OVER L,4P 12 ", TAPE AND SEf�L R� : 2�A8 2 FLOOR RE : 2/A�Q ALL PENETRATIONS) ON REMOVE EXISTING STONE GAP AND FIRST 12 4" GRAVEL (P�rh GRAVEL OR LARGE� ON GOURSE O� EXISTING STONE VENEER T� �-� -�5 A8 GOMPAGTED EARTH — BLEND IN NEW VENEER • " GLAD WOOD WII�IDOW , . — . . — . . � (TYPIGAL) I /2 " EXi'AN510N MATERIAL EXISTING STONE V�N�ER TO REMAIN � � r � � � I 2 PI�GE R.S. G�DAR �ASGIA m � I MTL GRIP It�l EXISTING GONG FOUNDATION WALL TO REMf�IN � O I . f. Q� / I I �OREGROUND T.O. DBL PLATE �5 � MUD S�T FLAGSTONE PA1/ER5 OK GpNG SLAB �L . 123 '-10 ° R � Q EQ TR�ADS I . - w/HYDRONIG SHOWMELT - SLOPE TO DRAIN . G,4RP�T � TR�A � � 10' =�'-6' � � RISERS T.O . DEGK NG \ ` �" ( • EXISTING ROOF ,4ND � � � : . WALL GONSTRUGTION . . �L . 121 '-4 " (8166 .33 ') I '-6" ° � d? � I '-6° 4 � � �. � ; � , � �/��/��/��� � ' �I m � �/�/�/ \/ TIL� �LOOR � BATH I �T�I � � : i a � EXISTING RETRINING \�/�\�//��/�� � VANITY ` � . ; � WAL�L w/ST�NE �AGING . \ \ \ \ � . �. g . � I . /�/�/�///�/// . : • � / � I ' EX15T RET WP�LL TIL� o SHOWER PAN Q � I — - - ' I T.O . STONE GAP °j � � ' � �_ EL . I I � ' -8 3/8 " (8160 .�7 ') EXISTING FOOTING a e v �/ERI �Y x . � : Hruz ,��TH I vaNirr i G ET m _ _ ' I TYPIGAL �OUNDATION WALL ° '�i � � „ � I ; . RE : 2/Aa ^. Q 5� • . , 3 � r�-, � I � I EX 15TI NG FLOOR a en � � • : � i GONSTRUGTION a. ' . MAIN LE\/EL ° � � • � T.O. SL�B _ _ _ � ' � EXIST RET WALL EL. IO�i '- 10 " �8154 .83 ') : . . . , ., , i : 6 E Q T R E D S 3'-2' � _ _ T .O . S T O N� G R P • l0'=5'-0" LANDING : EL . 108 '-�i ° (8153 .75 ') � � � 5) � VERI �Y , � -. „ , . 4" PERFORATED f'VG PIP� IN STON� VENC-�R TO MATGH • GRAVEL BED - DRf'.IN TO D/lYLIGHT EXISTING i � � � : EXISTIN6a�W1NPQ1^l, � ,- � , , REMOV� EXISTING STON ! 2 11�� � 1.. S � GT I Ol�l � c� , �� GAP �XTEND GONG WALL ' STONE Pi!41/�RS Ily SETTINC-��� � ��E. I � " - ' '�" TYPIGAL SLAB GONSTRUGTION RE: STRUGT , BED ON GONG SLAB � RE : 2/A8 � w/SNOWM�LT - SLOPE TO _ � . ` . �LOOR DR,41N EXISTING GONG WALL • EXIST LOW�lz LVL w/STON� �AGING TO REMAIN I � T . O . SLAB — — — — — — — — — -- . — - — — EL . 100 '–O " (8145 ') -- � EXISTING WALL ,' �� EXISTING GONG FOOTIrIG � GONSTRUGTIOAI;' �; . � . � � , �UI � � I �1G S � GTI � �I � � . . _ . . _ . . . � SGA�LE: I /4" = I '-O" _ _ , cQ 2006 Robert L Araold Architect. PC ' . . ` : au righta reaerved under Section 102, Architectural Worka Protection Act 1990 B 1 S Z aI7 � Z R e s 1 d e n c e A d di ti o n D ate : 04/28/O� DRB Robert L Arnold (970) 845 - 8117 This document, the ideas, and designs incorporated herein, 05/12/06 DRB Architect , PC (970� 845 - 8829 FAX as instrumenta of professional service, are the property o! � 7 � F o r e s t R o a d 05/25/OE� PERMI T PO BoX 2587 ]2obert L Arnold Architect. PC Vall , C olorado � — ort/� 2/c�6 i�1� PERMIT 48 E Beaver Creek Blvd WARNING: Unauthorized uae of these plana, in whole or in part, SUlt6 104 � � can legallq result in cessation of such oonstru�tion, Avon, Colorado 81620 or such building being seized and/or razed TYPIG�4L RO�� GONSTRUGTION FIRE RETARDANT GEDAR SHAIGES — FIRE R�TARDANT G�DAR SHAKES ON ON "ROLL-VENT" (OR SIMILAW SELF ADHERING IGE .4ND WATER SHIELD ON TYPIGAL � RIDGE ROO� SH�RTHING RE : STRUGT ON 2X ROOF RAFTERS RE : 5TRUGT WOOD WRAPP�D GLU 1.AM — R-30 BATf INSULRTION w/WIND BA�FL� ON RIDGE BEAM RE: STRUGT 6 MIL VAPOR BARRIER ON � 5/8" DRYWALL � GEILING Aa RIDG DROP LID � SHOWER �E _ __ _ _ _ _ _ � T.O. SHEATHING BATH � T.O. W/�LL HE I GHT I � . . — . . — . . — . . � � EL. I 32 '-5 5/8 " (81 �17 .47 ') I � J25 � 3. 125 � ' Wf�LLS � TOILET ROOM I TYPIGAL ROO� GONSTRUGTION BEYOND � � / � \ � � I � SEE SEGTION A WD WIP1DOW TRIM TO / , MATGH EXISTING --- T.O . DBL PLATE � i � � ; � T.O. DBL PL�4TE -- — — — — — — — EL. 128 '-5 I /4 ° � � I — — — � � � I I \ EL. 128 '-5 I /4" • i s • — BIJILT-UP HEADER RE : STRUGT i / ' � � � � � 2 -0 I � � � K � ,� • � 2 PIEGE R.S. GEDAR �ASGIA � � i � �.� I ' `t � � � � ;' � � � o m 2�-0�� � � - O / J � . �. J � Q Y ,- \ � � — MTL GLAD WODD WINDOW (T'fPIGAL) r v '�' � r ( . � �' � ! I TYP EXT WALL � SIDING 5/8 " GYP BO/�RD ON b MIL Q � I • � i �'� � � RE: 2/A8 � � � � VAPOR BA�RRIER (TYP) � � � 7 ,75 ~ I � � v ~ • ' � WD WINDOW TRIM TO MATGH EXISTING � I � � r EXISTING ROOF AND � � � � o � WALL GONSTRUGTION T.O. DEGKING � � ; : EL. 121 '-4° (8166 .33 ') `f' R- la �ATT INSULATION � WALL EDGE � I �- . a = � � � c� TYPIGA�L STONE � � I � TYPIGAL UP�'ER LVL �LOOR m � VENEER RE: 2/AQ — `� ' WOOD BASE � \ Q ' i SYSTEM RE: 2/Aq � � . � . x. �� • � . TYP MAIN LEV�L FLR ON TYP UPPER LEVEL ` ( G , m � / � I : SLAB RE: 2/Aq _ _ _ � T.o . DEGKI NG P�T I O O\/ER L I \/ I NG 5P,4GE FRA�M I NG � �� m � � 51 �I N6 RooM � I EL. 121 '-4 " (8166 .33 ') PLAGSTONE PAV�RS IN GROUT BED (3" M,4X THIGKNE55) ON \� � � � O (� � ' � TYP FDTN WALL R� : �/Aa / WATERPROO�ING ON 2 " GONG TOPPING ON SLOPED �RAMING � ,� Z � `—' I , / RE : STRUGTURAL. SLOPE GROUT BED AND PP�VERS AS t�l�G �� ,� � � • �ROM WALL EDGE TO GET POSITIVE DRAINAGE TO FLOOR � y � as e I TYP UPPER L1�L FLOOR SYSTEM � TYPIG�tL STON� �EN��R DRA�INS. R-30 BATT INSUL�tTION � //� \ � � i MAIN LEVEL �. � INISH �LOOR ON / \ / SLOP�D STONE GAP T.OTIDEGKING � EDG� _ _ � o-e . � � E� 10�10 (8154.83 ) FLOOR SHEATHING ON � " d . . � e . • e ^ < . � �� � REMOV� STONE GAP r4ND a . . I -�OIST FLOOR FR�4MIKG ON STONE V�NEER TO MF�TGH EXISTING ON �� . IOa '-� " RG STA�IR � � EXTEND GONG WALL RE : STRUGT � ' 5/8 " GYP BRD � GEILING / BUILDING WRAP ON DRYWALL WRAFWED - - � I � I / I/2 " PLYWOOD WALL SHEATHING ON 5TL BEAM RE: STRUGT I I ' � R- Iq BATT INSULATION � G� ILING LINE 2x FRAME WALL w/R-Iq BRTT IN5UL�4TION � � � I -�— �XISTING GONG RETAINIHG I � I I GY ON b MIL � o � � WALL TO B� REMOVED � � / R- la BATT INSULA�TION � 2x FR,4M� WALL REMOVED EXISTING � ,—, � _ � � . . _ . . _. . . _ . . / STONE V�NE�R AND ( VP�PO RR I E R// ,� GAP G�ILING �XISTING GONG WALL - R�MOVE STONE / — j � I i �AGING AND STON� GAP ADD 2X �URRING LAID FLAT S�T I/2 " �ROM W,4LL w/RIGID / = STONE IN SETfIHG BED � INSULATION. 5/8 " DRYWALL ON VAPOR / TYPIG,4L �OUND,4TION Wr4LL ON GONG SLAB III �� BARRIER AT INTERIOR % DRAINAG� MATT OVER �X15T LOWER LVL I III �� I MUD ROOM T.O . SLAB a �DTI�! WATERPROO� ING (GONT 12 " ABV GRA�DE) ON - -- � T.O . SLAB WOOD BASE ° � GONG �OUNDATION WALL (RE : STRUGT) �L . 100 '—O " (8145 ') ° ° EL . 9q '-6 " TYPIGP�L MP� IN LE\/EL FLOOR � EXISTING GONG �OOTING WOOD FLOOR ON ° EXISTING WAL � �DTN � I I/2 " SLEEPERS ON ° GONSTRUGTION GONG SLAB 5/8" GYP BOARD ON 6 MIL YAPOR BARRIER ON 6 ' DIA. GIRGULAR STAIR TO ME�T 2003 I .R.G . ' ° ° R- II BATT INSULATION � 2x4 FURRING SET I /2 ° �� - MIK. TR�AD WIDTH 26 FROM �DTN WALL. - � I/2 " MIN. TREAD DE1�TH � 12 " �ROM NARROW EDG� TYPIGf�L 5LA►� GONSTRUGTiON 4 � �3U ( � 1'� I 1�1G S � GT I O � - IDENTIGAL TREADS a MAIN LEVEL TYPIGf�L SLAB - MP�X RISER HEIGHT a I/2 " � _ T.O . SLAB GONSTRUGTION RE: 2/Aq �a - 4" MAX. SPAGIHG � R,41L GONGR�TE SLAB (RE : STRUGT) Ol�l a a EL. IOq '- 10 �� (8154.83 ') ■ _ � � - 36 " RAILIN6 I�IGHT ABOVE NOSING I I /2 EXTRUDED POLYSTYRENE �OAM INSULATION ON SGALE: I/4 I -O a 10 MIL VftPOR BARRI �R (OVER LAP 12 ", TAPE AN'D SEAL ALL PENETRATIONS) ON ��\� a ` 4° GRAVEL (PEA GRAVEL OR LARGEW ON �' � 4 PER�ORATED PVG PIPE IN GRAVEL B�D �� GOMPAGI"�D EARTH -- w/FILTER �ABf21G DR�IN TO DAYLIGHT I /2 " EXPANSION MAT�RIf�L , , _. _: � , , �,� - _ _ � . - � 2 �� 1� � S � GT I O �l � � � � � ;� � �.� � �� : � Aa sc,�..E: irl ° = i �-o° � a s � l ? . v �. � � � � �� � �— r� J�� , i� ,�` ! � �`� � � � oQ2006 Robert L Arnold Architect. PC BZSZC� IZtZ Residence Addition Date : 04/28/G�6 DRB Robert L Arnold (970) 845 - 8117 All righta reserved under Section 102, Architectural Worka Protection Act 1990 This document, the ideas, and designs incorporated herein, � 7 � F o r e s t R o a d °osi�%O6 PERMI T Architect, PC (970� 845 - 8829 FAX as instruments of professional service, are the property oi Robert L Arnold Architect. PC PO BOX Vall , Colorado �- 0�/� 2/�06 REY P�RMIT 48 E Beaver Creek Blvd ,�iPARNING: LJnauthorized use of these plans, in �rhole or in part, SLllte 104 � � can legally result in cessation of such con9truction, Avon, Colorado 8162� or suckx buildi�g lbeing seized and/or razed 1� 00 �' SG � � I7U � � 1nlI1� D01^l SG � � DUL. � NO. LOGA�TION WIDTH HEIGHT TfiIGKNE55 TYPE REMARKS NO. NO. LOG�4TION 4PERP�TION MFR. i�10. R.O. WIDTH R.O. HEIGHT �R�� i�EM�4RK5 NO. 0 �XI �T. 5K1 RM. MATGH M�TGH I -3/8 " 5 REPLAGE EXISTING DOOR w/SOLID WOOD O O NEW MUD ROOM �RENGH INSWING FD1 1 -3 -2x6 - 10 3 '-2 5/16 " 6 '- 10 I /2 " 7 '-O " TEMPER OA EXISTING EXISTING DOOR w/SMOKE SEP�L � A�UTO GLOSUizE 2 MEGHANIGAL 3 '-O " 6 '-8 " I -3/4" 5 20 MINUTE UOOR O OB NEW MUD ROOM G�SEMENT G1 1 - 3232 3 '- I " 3 '- I 3/8 " 7 '-O ° O � SMOKE SEAL � AUTO GL05URE � 51TTING RODM 3 '-O " b '-8 " I -3/4" S O O E���, TRAN50M GTRAN 1 1 -zOx 16 � '- I " 5'-5 I /2 " 8'-8 7/8 " - 5EE NOTE #2 TEMPER OG G�45EMENT G 1 1 2040 TRAN50M GTRAN 1 1 -XXx 16 TRA50M TO M,4TGHI GASMENT TRAN50M5, 4 GLOS�T 2 '-4 " 6 '-8 " I -3/4 " P O DO ENTRY 3 '-z 5/I6 " 8 '-� 3/8 " 8 '-8 7/8 " �MPER LOW�R UNI �T, SEE NOTE #2 O � FRENGH INSWING FD 1 1 -3 - 2x6 - 1 O O V�4NITY- I 2 '-4" I 6 '-8 " I -3/4" 5 O O 51TTING ROOM TR�NSOM GTRAN31 -XXx 16 3 EQUAL TRAN50M�� MULLED TOGETHER ABOVE DOOR, 12 '- I a/16 " 8 '-6 5/8 " 8'-8 7/8 " �MPER LOWER UNIT, 5EE NOTE #2 O SLIDING GLASS DOOR 5D31 - 12 - 2x6 - 1 O OX5 O B,4TH I 2 '-4 " 6 '-8 " I -3/4 " 5 6 F STAIR GASEMENT G1 1 -2044 2 '- I " 4 '- I 3/8 " 12 '-3° �MPER O � O - HEAD H� IGHT ABOVE MAIN LEV�L SLAB 5EE ELEVATION FOR OPER.4BLE UNIT � Lr4UNDRY 2 '-6 " 6 '-8 " I -3/4" 5 � OG STAIR GASEMENT G21 - 2044 4 '- I I /I6 " 4 '- I 3/8" 12 '-3" TEMPER GO - HEAD HEIGHT ABOVE M,41N LEVEL SLAB O SEDROOM 2 '-8 " 6 '-8 " I -3/4" S �a O BATH � Gi45EMENT G21 -2020 4 '- I I /16 " 2 '- I 3/8 " 5'- II " TEMPER OH � �ATH 2 2 '-6 " 6 '-8 " I -3/4" 5 a� OJ Wf�TER GL05ET G�45EMENT G1 1 - 20z0 2 '- I " 2 '- 1 3/8 " 4 '-�i ° O io B�4TH 2 (Pf� 4 '-O " 6 '-8 " I -3/4" 5 PAIR OF 2 '-O " UNlTS io OK BEDROOM G�45EMENT G21 -2444 4 '-q I /16 " 4 '- I 3/8 " 6 '-�i " ��- IGN 51LL S L I DOWS L $ J O EGRE55 - � SEE BE:LOW i i WG 2 '-O ° 6 '-8 " I -3/4" P � � O BED�ZOOM G�45EMENT G 1 1 -2020 2 '- I " 2 '- I 3/8 " 4 '-�f ° � O � OM BEDiZOOM FIXED G 1 1 -20Z0 2 '- I " 2 '- I 3/8 " 4 '-a ° O OBEDROOM GASEMENT G41 -2020 8 '- I 3/I6 " Z '- I 3/8 " 5'- II " SEE EL��/ATION FOR OPER�4BLE UNIT O OSTA� IR GA�SEMENT GP 1 G31 -20-28 - 20x36 6 '-q I /8 " 3 '-5 3/8 " 6 '-O I /2 " TEMPER OP L� 001� SG � � i7U �. � C� � �1 � 1�� L. �IOT� � I . SE� FLOOR PLANS FOR DOOR LOG,4TION5 �4ND SWINGS. 2 . ,4LL EXTERIOR DOORS ,hRE TO HAVE JAMB EXTENDERS FOR 2 X 6 FRAM� GONSTRUGTION, UNLE55 NOTED OTH�RWI SE . 3. ALL EXTERIOR DOORS ,4RE TO HAYE W�ATH�R-STRIPPING AND 51LL5 . 4. SEE WINDOW SGHEDULE �OR GLAD �RENGH SWING A�ND FRENGH SLIDER DOOR UNITS. 5. ALL GLA55 PANELS (EXTERIOi� SHALL B� INSULATED (5/8 " /� IRSPAGE MINIMUM) GLASS SUITA�BLE FOR * WINDOW K INSTALLATION ABOYE �f,000 ' (ALTITUDE) AND TEMPERED ,45 REG2UIR�D. - NET GLE,4�: OPENING HEIGHT DIMEN510N = 44 I /2 " � � - NET GLEA�: OPENING WIDTH DIMENSION = 20 �i/I6 " 6. ,4LL DOORS ARE TD B� SOLID GORE GONSTRUGTION, UNLE55 NOTED OTHERWISE - 6 .86 SQ . FT. GLEAR OPENING - FLOOR TO BOTTOM OF GLE,4R OPENING = 35 I/4° �. DODR SYMBOLS ON PLANS AND ELEVATIONS AR� NOTED A5 O J� I �l � o � � �lt� � XT� 1� I o � � oo � �loT� s : ABBRE�/IATIONS I , f�LL WINDOWS 4 EXTERIOR DOORS ARE "N4�ATH�R SF+IELD" ALUMINUM GLAD WINDOWS AND DOORS UNLE55 � 5 - SWING OTHERWISE NOTED. P - POGKET 2 , WINDOW MAI�IUFAGTURERS R�PRESENTA�TIVE TO V�RIFY ALL WINOOW ROUGH OPENINGS ft5 GA�LLED OUT IN SGH�DULE. 3. GENTERLIAIE HEIGHT O� INTERMEDIATE HORIZONTAL MULLION (MULLIOH BETWE�N WINDOW UNITS) TO MA�TGH AT WINDOWS Gp, AAID E. THIS HEIGHT r0 MATGH THF TOP O� THE FR�NGH INSWING DOOR PLUS A 3/4 " 51LL SHIM. IF ANOTHER WINDOW MANUP,4GTURER IS USED THAT HAS A DIFPERENT DOOR HEIGHT 5ET WINDOWS AGGORD I NGLY. 4, BOTfOM O� HEADER ELEVATION GIV�N ABOV� SLAB AT MUD ROOM (qq '-6 ") ABOVE NEW SLAB � MAIN LEVEL (IO�t '-10 ") � D�GKING A�T UPPER L�VEL (121 '-4"). s , ALL WINDOW AND DOOR R.O.'S ARE BA�SED ON W�ATFf�R SHIELD WINDOWS AND DOORS. IF ANOTHER MP�NUFAGTURER IS USED, IT IS TH� GONTRAGTORS RESPONSIBILITY TO GOORDINATE ROUGH OPENINGS AND NOTIPY THE ARGHIT�GT OP ANY D15Gf�EPANGIES. 6 . ALL C�LAZING SHALL BE INSULATED GLA55 (5/8 " AIRSPAGE MINIMUM) SUITABLE FOR INSTALLATIOH ABOVE Sp00 ' (ALTITUD�) AND TEMP�RED WHERE REQUIRED BY GOD�. 7. GLAD GOLOR "HARTFORD C�REEN". 8. RE��R TO ELEYRTIONS FOR SWING DII�GTION. a . f�LL VEKTED UNITS TO BE PROVIDED WITH SGREENS. .� 10 . VERIFY TEMPERIN6 REQUIRENf�NTS BE�OR� ORDERING. II . GUSTOM WINDOWS TO BE GLAD �IX�D �RAME. „ 12 . WINDOW SYMBOLS ON PLANS AND EL�VATIONS ARE SHOWN A5 OO - � � � ��f �� /� � � � � � � � � � � � � r ;�''���� 1� ��� , cQ2008 Robert L Arnold Architect. PC BZSZaIZ � Z Residence Addition Date : 05/25/06 PERMIT Robert L Arnold (970) 845 - 8117 All righta reserved under Section 102, Architectural Worka Protection Act 1990 This document, the ideas, and designs incorporated herein, 6 r Q F o r e s t R o a d � — 0��� 2��6 R��/ PERM I T Architect , PC ( 970) 845 - 8829 FAX as instruments of professional service, are the property of PQ BOX 2587 Robert L Arnold Architect. PC 48 E Be �VeT Creek Blvd Vail , Colorado WARNING: Unauthorized uae of these plans, in whole or in part, Suite 1 Q4 � I O can legaA� result in cessation of such construction, AVOIl, Colorado 81620 �r suck� building being seized and/or razed L A IATI NS Y �E�ER��, sT�UC �uxA�. NoTEs JVA Job # 119 ] 9 GENERAL SYMBOLS CQL, (,)M]�] ,� Y���l.� AB Anchor Rod (Bolt) EF Each Facc LSL Laminated Strand REQ Rcquired ADDL Additional EJ Expansion Joint Lumbcr (generic term) REQMT Requircmcnt l) ESIGN LIV E LOADS : 2003 1BGIRC, U . O .N . ����� Column or other etement below _ CMU (Concrete Masanry Unit) �'�� ADJ Adjustable EL Elevation LT Light RET Rctaining * Snow 80 psf Roofs 4 : 12 and greater * All plywood and oriented strand board (OSB) sheathing shall be engineered grades with APA grade � Cx = Cotumn AFF Above Finished Floor ELEC Electric (Elcctrical) LVL Laminated Vencer RM Room 100 psf Roofs les� than 4 : l 2 stamp indicating appropriate maximum spacing of supports. �„ r ��� BPx = Base Plate =�1eeL Lumber (�ener;c re�) �O Rou h Mason * Wlnd 90 m h ex C, � SeCOnd ust 3 „ � , �� � �`� Concrete ALT Alternate EN�R En�, O�enin p � P g Floor sheathing : nominal /4 , APA Sturd- i -floor 24 inch o . c . ton ue & roove lued and EPx = Embed Ptate � �i g g � AMT Amount EQ Equal MACH Machine RO Rou U enin Floor 40 psf nailed. � • HOx = Holddown -- . � . Existing concrete ANCH Anchor, Anchorage EQUIP Equipment MASY Masonry SC Sli Critical * Covered Exterior Decks 60 psf Roof sheathing: minimum 5/8 " CDX pl wood , or 19/32 " OSB, APA 40/20, nailed . * Uncovered Exterior Decks 100 sf Wall sheathin '/ " CDX 1 wood or � " OSB APA 32/ 16 blocked and nailed . ��i��i i� �' Column continuous throu =h APPROx Approximate EQU1V Equivalent tv1AT1. 1�laterial SCx Schcdutc p � g � z p Y 16 � � � ,�.,/�/i�;i� Earth � €� �` Balconies 100 psf * Nail wall sheathing with 8d cominons at 6" o . c . at panel edges, and 12 " o . c. intermediate framing ` � � floor framing A1tCH Architect, -ural ES Each Side 1vtAX Maximum S�ST self ��tt;n� setf 'rapp;n UN . O . BLOCK AND NAIL ALL EDGES BETWEEN STUDS . Sheathing shall be continu.ous from �� interior wood bearing wa11 ATR All Thread Rod EST Eseimate _ _ MB Machine bolt SECT Section _ FOUIlTDATION : bottom plate to top plate. Cut in " L" and " T" shapes around openings . Lap sheathing over rim joists P AVG Average E-W East to Wcst Iv1ECx Mcchanical SF S uare Fcct mrn. 4 " at all floors to tie u er and lower stud walls to ether. Minimum hei ht of sheathin anels , Column above this level, -- " Foundations are designed without an engineer' s soil investigation. Foundation design criteria was PP g . . g g P � Wood shear wall see framin� plan above for size �C Bottom of Concrete EXC Excavate 1v1EZZ Mezzanine sx'r Sheet _ m � � i � shall be 16 " to assure that plates are tied to studs . Use minimum 3 - 8d per stud and nail plates with � _ _ � , assu ed tor purposes of foundation des� gn and shall be conf rmed by a so Is englneer, at owner s . _ BL Brick Ledge EXP Expansion MFR Manufacture, er, ed SHTG Sheathm�, expense , prior to construction . (This procedure rnay require revisions to foundation design, at edge nail spacmg . Q Shoring BLx B1ock Ex'r Exterior tvtltv 1�tinimum 5�1�1 Simiiar additional expense to the owner, if soils engineer determines that such design criteria are inappropriate * Sole plate at all perimeter walls and at designated shear walls shall be nailed as for braced panels with � �,� ��x" number of king studs below �Lx�� Blocking F�N Foundation Mr, Microllam S1,x Shor� Le = xorizontai for this buildin site . 3- 16d x 3 1 /2 " long box nails (coated or deformed shank) per 16 " . l2d nails are not acceptable . �7 Existing � � • g � y BM Beam FF Finished Floor, Far Face (Trus joist brand LVL) SLV Short Le�; Vertical � Foot� ngs shall be placed on undisturbed natural soil or compacted fill tested and approved by. a soils "Y" number of trimmer studs below --. engineer. SI-IEATH ALL EXTERiOR WALLS . SHEATH INTERIOR WALLS AS SHOWN ON THE oV� New BOT Bottom F-F Eace to Face MO Masvnry Opening _ SOG Slab c�n Grade * Maximum design soil pressure : 3000 psf Assumed DRAWINGS . "X" number of built-up 2x studs BRG Bearing F1G Figure MTL Metal SP S aces _ * Minimum dead load design soil pressure : 0 psf Assumed * t'R� To be removed �' in column below BW Bottom of Wall _ FL Flush NF Near Face SPEC S ecifications Minimum nailing shall comply with IBC Table 2304 . 9 . 1 except where more or larger nailing shown on - (Size of 2x to match wall framin g) Cs Counterbor� FLG Flan ge 1v1C Not In Contract S S uare BAS�MENT WA�LS : drawings. SyyX S hear wa l l -- -- � * All roof rafters, joists, beams shall be anchored to supports with metal framing anchors . CF Cubic Foot FLR Floor NS Near Side _ ST snu 'ri�ht __ _ Design latera) soil pressure (equivalent fluid pressure) : CG Center of Gravi FO Face of N-S North to South STD Standard Basement Wa11s : 45 pcf Assumed * Double joists under partitions where joists are parallel to partitions . �'�' _ Slope � � Holdown ty * Backfill all retaining walls with free draining granular material except the top two feet . * Provide continuous wall studs each side of wall openings equal to one half or greater of number of � CIP Cast in Ptace FP Futt Penetration N'rS Not to scale s'['�FF sti�fener � �` ' FRAMING ,SYMBOLS --- �� studs interru ted b o enin s '� " �� Ste in elevation * Provide perimeter drain system with invert minimum of 6 below bottom of basement slab . Extend * P Y P g � , � �� � P C.i Construction Joint FS Footin� Step, Far Side OC.► OSHA Column .Toist STL Steel ___ perimeter drain to daylight or to sump . All wall studs shall be continuous from floor to floor or from floor to roo£ � � (Control Joint) FTG Footing OD Outside Diameter STRUCT Structure, -al _ � * Cross brid e all dimension lumber roof and floor olsts at mids an and rovide solid blockin or rim F4UNDATIDN SYMB4LS � Slope perimeter grade away from building. . � � p p � Wood joist or bearn supported CLG Cci]ing GA �Gage (Gauge) OF Outside Face SUt'T Su ort * Place concrete continuously without horizontal cold joints. joists at all joist supports and joist ends . See prefabricated I -joist recommendations for blacking. � � by metal hanger CLU C]ear GAt,v �Galvanized OH Opposite Hand Sv S uarc Yard * Basement slab must be in place prior to backfilling, or provide adequate shoring and bracing. * Solid block between rafters at bear�ngs . �XXX -X) Top of footing elevation � - - * A11 prefabricated plywood Web I-type joists shall be installed per the manufacturer' s � CM Construction Manager GC �General Contractor OPNG Opening __ SYM S mctricat CONCRETE AI�D R�IIi�Ft.�RCE1VIEl>1'T : recommendations . Do not cut or notch chords in any manner. Holes in webs shall not exceed FXX Continuous spread footin� mark (Management) GEN �General OPP Opposite T&B To and Bottom _ X � � manufacturer' s ublished limit criteria. ; Wood joist continuous over ConCrete shall Conforin to applicable provls� ons of ACI- 301 and 318 . p _ � intermediate support CMU Concrete Masonry Unit GL �Glue laminated (Glulam) OSB Oriented Strand Board T&G Ton e and Groove_ Minimum 28 da com ressive stren th F'c * Metal connectors : Simpson Strong Tie unless otherwise noted, installed with nu�nber and type of nails FX,X Isolated spread footing mark � , y p g ( ) . COL Column GND �Ciround PAF Powder Actuated Fast nr TB Ta of Beam as follows : to achieve max � mum rated capacity . Note that heavy duty and skewed hangers may require special � I , Wood joist bearing COM Common GR �Grade pC Precast TC To of Concrete FOOtIn S : 3000 SI Drilled pier mark � ', order. - g p * All beams shall be braced a ainst rotation at oints of bearin � - � , on top of support COMB Combination GT �Girder Truss PCF Pounds Per Cubic Foot TD To of Deck Foundation Walls : 4000 psi g P g� - Interior Slabs : 3500 psi * Drypack grout all beam pockets full after beams are set. �Xf Pier penetration � CONC Concrete GYP BD �Gypsum Board PEN Penetration _ THD 'rhread __ Exterior Slabs : 4000 psi - with maximum water : cement ratio - 0 . 45 ; provide 5 % to 7% air. * Unless otherwise indicated , install two lengths of solid blocking x joist depth x 12 inches long in floor ELEt� �E[EVJ Top ofbeam elevation CoNtv Connection HAS xeaded Anchor Stud PERP Perpendicular TxK Thick, -ness � Cement T e : [/I I framing under column loads . Columns must have a continuous load path to foundation. � Top of concrete wall elevation ELEI/ CONT Continue Continuous HDG Hot Di ed Galvanized PL Pro e Line TJ To of Joist YP Q}-- Top of sub-floor elevation � � pp p m' * Deformed reinforcement: ASTM A6l 5 grade 60 , except bars speci�ed to be �eld-bent, stirrups, and * Lead holes for lag bolts shall be 60% to 7Q% of lag shank diameter in compliance with AITC criteria. � -- CoORV Coordinate, -tion HORIZ Horizontal PLF Pounds per Linear Foot TL Total Load _ ties which shall be grade 40 . BL XXX-X Brick ledge elevation Joist CS Countersink HP High Point PNL Panel TPG Toppin * Typical minimum foundation reinforcing : 2 # 5 top and bottom , (except as noted) continuous at �, ELEV CTR Center HT fiei ht PP Panel Point TRANS Transverse HELICAL PIERS �— Top of concrete slab elevation Beam g corners and steps . * SCAB �` Re1nfOCCel7terit Sh2 � � be fabTiCated aYld plaCed peT ACI Marival Of Stand2t'd Pt'aCtiCe ( AC1 - 315 � . At Helical pier tension anchors shall be 1 - ] /2" square shaft helical pier anchors as manufactured by the A.B . Chance Company, Centralia, - CY Cubic Yard ID [nside Diameter __ PS Prestressed _ TW T�of Wall _ Missouri . Anchors shall be drilled as required to provide an allowable working load of 20 kips in tension . FO Floor drain � �, � v � * O Header DAB Dcformed Anchor Bar IF [nside Facc PSF Paunds per Square Foot TYP T ical S[�I1C0S, � ap baTS 5� C� la]71eteTS U11� 0SS TlOtOd Ot}18T'W1S8 . Piers shall be installed by an authorized A.B . Chance installing contractorwho has satisfied the certification requirements relating to - — — '� M1rilYriUYt1 2 #J` at'OUrid a� l fOUt' S1deS Of a� l Op0rilrigS, 0Xt0i1d ffilri . 2' -� b0}�017C1 OpenirigS. � the technical aspects of the product and the ascribed installation techniques. Proofofcurrentcertification by the A .B . Chance Company DET Dctail INT [nterior (Intermediate) PSI Pounds per Square Inch ULT Ultimate _ � • I „ �� must be provided . `� -- Direction of deck s an , Concrete cover over reinforc � ng : l /2 for concrete placed against forms ; 3 for concrete placed * A DEV Develop JB .Joist Bearin�, PSL Parallel Strand Lumber [1N0 Unless Noted Othcrwise All work described herein shall be performed in accordance with all applicable safety codes in effect at the time of installation . - agalriSt e2ft}l . S0e alSO dT2W1ttgS . * Helical piers� shall comply with I . C . B . O . No . ER-51 ] 0 . DIAG Diagonal JST Joist (�eneric term) _ VERT _ Vcrtical _ �` K80p 1'e1T1fOTCet7lent Cleatt attd fre0 Of dll't, 011, and SCale . Oil f01'mS pt'lol' to p12Clttg I'einfOl'CemOnt. * The helical lead sections and extensions shali be solid steel , rounded corner square shaft configuration, with one or more helical DIM Dimension JT Joint PT (1 ) Post Tcnsioned VIF Veri in Field bearing plates welded to the shaft. — — ---- * All piers must be corrosion protected by hot dip galvanization per ASTM A ] 53 . DL Dead Load K Kip ( 1 ,000 lbs.) _ PT (2) Pressure Treated _ WA Wed e Anchor__ _ M„�SO1�R�' : * Installation units shall consist of a rotary type torque motor with forward and reverse capabilities. These units shall be either electrically DN Down LD Load PTrT Partition WF' Work Point * Concrete masonry units (CMU) ASTM C90-N - 1 . Horizontal deformed reinforcement shall be placed * or hydraulically powered . -- -- ---- -- -- ln pTOCUt knOCk-OUt bOrid b0a171 b� OCkS . � Installation units shall be capable of developing the minimum torque as required to develop the minimum tieback capacities specified DP Drilled Pier LGS Light Gage Stecl PWD Plywood WT Wei ht _ ___ * Mortar : Type S * on the plans . DT Double Tee LL Live Load QTI' Quantity _ WWF Welded Wire Fabric � , Installation units shall be capable of positioning the helical pier at the proper insYaltation angle. This angle may vary up to 5 degrees -- Gl'out : 1 , 9�� psl at 28 C�2ys . Vlb1'ate to COnSO11C�at0 . depending upon application and type of load transfer device specified or rec�uired . DW�'i Drawing LLH Long Leg Horizontal R Radius ___ XS Extra Stron�. __ �` R0111fOTC01710rit: St2ndatCj DuT- O-Wall 2t 16 �� O . C . tri C�/IU W211S . * Installation torque shall be monitored throughout the installation process. DWL Dowel LLV Long Leg Vertical RE Reference (refer to) XSECT Cross-section DefoTmed CeinfoPC�mOnt S�1a11 b0 aS SpeClfled fOC CoriCretO unleSS oth0iwise IlOted, eXCept that laps * Helical piers� shall be installed to the minimum torque value required to provide the load capacities shown on the plans. Calculations - -- �- �— and/or load tests sha(1 be provided to verify torque/capacity relationship . EA Each LOC Location RECT Reetangle XXS Double Extra Strong shall be min. 48 diameter . If High Lift Grouting is used cleanout holes shall be provided and bar- p � ' * The appropriate steel load transfer plate and nut, or other approved load transfer device, shall be used to transfer the specified loads . ��d � 8 � i ECC Eccentric LP Low Point REINF Reinfprce, -ed, -ing pOSltlOriel'S S11a� 1 b0 � OCa�ed at bOlt01T1 2riCj at I2 � diari10t0T' ri1aX11T1Uri1 SpaClrig. * Appropriate helical pier selection will consider design load plus safety factor, soit parameters and the installation torc�ue vs. capacity T1'P/CAL I - equation as per the manufacturers recommendations. {NOOD STUD df�.4LL, ; E-E End to End STRUCTURAL ST�EL : SEE PLAN '�4 " SHE�4TH/N� SEE PLAN ; " Structural Beams : A992 STI�UCTIJRAL ER�CTION AND B12ACING R� QUIREMENTS 8d � 6 � I �` Angles misc . : ASTM A36 * The structural drawings illustrate the completed structure with all elements in their final posrtions, � , ' ' � " Anchor Bolts : ASTM A307 or A36 . properly supported and braced . The contractor, in the proper sequence, shall provide proper shoring j � -� � _ _ _ _ SEE PLAN T1'P�CAL - � r ,�E PLAN SEE PLAN * Tube Columns : ASTM A500 , Grade B , 46 ksi * and bracing as may be required to achieve the final completed structure . � � PLYKYIOD , ; I�;�I �� � � � � � � �� � � yX�IOD P g P � � =�. TOP OF 16d � 6 " 1 _ --- - ----- ----- -_ _- - — _ _ -- --- _ _ _ TOP OF - These lans have been en rneered for construct� on at one s ecific bulldin s �te . Bu � lder assumes ALL �,. � � PLYW004 �` Connector bolts : ASTM A30'7 BREAK SHE.QTN/NG ' ' � . responslbility for use of these plans at Anv Other building site . Plans shall not be used for construct� on � � � Expansion Anchors shall be NER approved, installed in accordance with manufacturers specifications . . M/D-OEPTH ON R/M, TYP �� TYP/CAL ; i � I In concrete : Wedge Type * at any other building site without speci� c review by the engineer. � I , � Observations of foundation reinforcing or framing required by the owner, lender, insurer, building r` ; � In solid masonry : Sleeve Type . . , �,,, > * Non- shrink grout beneath column base and beam bearing plates sha11 be non-metallic with minimum department or any other party will be accomplished by the engineer at the owner s expense . At least �, � TJ/, tN�LL SHEATH/NG; ; � � � - 24 hours advance notice is requested . EDGE NA/L/NG SEE PLAN TYP/CAL i T�� BLOCK/NG' TO MATCH � compressive strength SOOOpsi . * All slabs on grade shall be separated from adjacent structural and finish elements to allow free PER PLAN ! SEE PLAN FLODR JD/STS CENTERED All structural steel shall be fabricated and erected per the current edition of AISC Steel movement of the slab unless specifically shown and noted otherwise . 14 ° LS[ R/M TYf? WODD S77Jo W,4LL;-- ; 2 SP,4N CONT. 01/ER BEAR/NG dt�slLL � Construction Manual . . * Use of these plans is indication that the owner/builder accepts the risks associated with building on this � SEE PLAN I � " FLOOR ✓0/ST. Welding by qualified welders . E70XX electrodes . 3 / 16" fillet welds, unless otherwise noted . . . 14 LSL R/M, TYP. '� Except as noted, framed beam connections shall be detailed to develop 0 . 6 x Allowable Uniform Load site, especially those related to slab on grade construction in finished areas . JVA will not be held liable TJ/ BLOCK'G PANELS � SEE PLAN. values tabulated in the 9th Edition AISC Manual , Pp . 2 -27 and following. for damages caused by slab movement. � '�' � rn'• � �-- BEAR/NG d��4LL. * All beams shall have fitted web stiffeners welded to each side of webs above and below columns. SHOP DRAWINGS SEE PLAN. ( �/4" p] ate or as noted) . . TYPICAL FL OOR FRA/t9/NG' TYPlC�4L FL C�UR FRA/yflNG' Attach wood nailer lates to beams with l /2 diameter machine or carria e bolts at maximum 32 o . c . , Fabricator and / or supplier of rebar, structural steel , and prefabricated floor _� oist systems shall submit TYP/CAL FLOOR FRAM/NG � l/ER � p � �, � g shop and erection drawings for architect and eng�neer review. Submit one reproducible and two prints for PARALLEL TD EXT. I/yi4LL PERPE�/D/CULAR TO EXT. IyALL /NTER/OR BEAR/NG IN,4LL or 3/8 " diameter bolts at 32 " with glued contact face, or 5/32 diameter powder actuated drive pins at each drawing. Al1ow five working days for review. � 24 o . c . , U . O . N . LOOS� LIN'TELS : �'IELD VERI�ICATION OF EXISTING CONDITIONS: � S�C T� QN S� �� ��� � �— � ��� ���� S'� �� ��� � �— a SE� TION � 34 ��_ � �— D ,� Contractor shall thoroughly inspect and survey existing structure to verify conditions that affect the 'S� Minimum lintel except as noted, one angle for each 4 " of wall thickness to bear 6 " each end : . . . Openings to 4 '-0 L 3- 1I2 x 3 - 1 /2 x 1 /4 work shown on the drawings . Contractor shall report any varlatrons or discrepaneies to the Architect apd � 50do Structural Engineer before proceeding . s �� ��`_ ,� � 4' -0 to 5 ' -4 L 5 x 3 - 1 /2 x 1 /4 � � � _ � � � LAP 5 '-5 to 6'-6 L 6 x 3 - 1 /2 x 5/ l6 ��� �� `��� � �� `" '� �`� ,� �, � °°� S1D. HOOK _ �� '�'`�;�"�� sx�, � ��"` �� � � CORNER BAR $�t a�� � � 6�' OOD FRAMING: � � � ,�������, , �i� — * Dimension Lumber is desi ned and shall be su lied usin BASE VALUES Desi n Criteria. SAW CVT �0/NTS �� �� � `��`�� � g PP g g STU. HOOK , ��� ��� � � * Hem-Fir #2 and better (Maximum Moisture Content 19%) U . O .N . ARENOT ACCEPT.4BLE �� � �� " � � � � ° Zx STlID BU/LT-UP � � � � � , , , , , � � � Plates : Sill plates : Pressure Treated Hem Fir or Southern Pine : �� � '���� � ��'���f � '� '°��'� �`� ` � � '� ��� �� `�'� � ` ��`;��_� ���� � ��'�� '�������� � � � t � � .��� 1f�itLL STf/OS ABOI� « » � • � � �, � �� � �� t�� � � , �� ,��� � � � STO. HOOK Pressure treated lumber shall be frammg material of the specified species which has been pressure p �� ��-�a^�� ��4�� ��� � � -� `������� ������ � ���� � � ��` .� y . g . M/N/AlUM 12 CONCRETE TOULED JO/NT � � � �� a � a treated with a deca and �nsect resistant solution meetin all current standards for wood in contact _ � � I�F/£RE COLD ✓0/NTS AREREQU/RED, CONCRETE SLAB ON .� ,�; � �, � ��. „ �„ � � �� ��,g`�r �,� �� ;: h � . 2 �5 �£RT W� >0 COIER 0�£R OPEN/NG'S a � ks „ ti ,t� Y ,� 5, �n� �,��� �, __ _.__ --- ----- -__ ._ ___ _ ._____ __ _ with concrete or earth . HOOK AT TOP /NSTALL 2x4 /NTERA9/TTENT KE�'�Y� Y GRADE, SEE PLAN ;o �, � _ ������� t� �� ��� �. , > „ ,. ,, , � . w;,s�.-�� � �'�� "��—� s � �� Sill plates in contact with masonry or conerete foundations, footings or slabs may be treated Timber FULL HE/GHT OF �Y.4LL, AND EXTEND ��� x���t��� �� ���� � �� . � �� �iG a�<� ti :� T P /�E/NF R /N � � � << �, _,� � �� a:� � � � �: �, �.� � �� � � , :: <�� � �,�� - � � � 0 0 C G HOOK I�"RACAL BARS _ �:�,. _ � , . , � - ��� _ , ��� R„� � � : � �� �� FLOOR SQU.4SHBLOCKS, A R/ NTA R /NF /NG � � � �,�� «.� �� ��, � �� � �u� , = � � ��x ����� t , ,������� o z„ ...� ��� �;� �� � ��� n L L zin borate treatment . Sodlum borate treatment ma also be acce table for sill late LL HO ZO L E ORC 2 0 �, � ;� .. � . � ���,� , „� , , � � �� , � , , , . � ,. , .�� � � .�s >. t,, ��. ,� � h� _ �' Stra d S ( c ) Y P P I�ERE '�H" /S LESS � . �.., � e� , F � .�.F. ; , � ,�., � �� ��� �'„�. � �� � -. �a ,;,,.��,�. �_ Q „�1�1 =�� .. �� �� � � P„ � SYSTEM TYP/CAL ; — — — — — ANO LAP WITH RE/NFORCING' FOR , ` , �_ '. ". � �: '<;<� . ��� , . -�� � °��� ��.� � _; ti . `� �" � ,t i > I : � .,;`v � �. � ��, , t� � _ :°�3; '. applications when protected from weather. ��� � . . - - - THAN2'-0 < , � �,, :;', �� >� ... . ; <. . , . ` '. � � � o } ���� � �� SEES£CIIONSFOR � Acceptable treatment mediums for wood In contact w� th earth or in exterior applications include � 2nd POUR. � � � � : � � � o ��r � ` � �� �r ��` `������. RE/NFORCEMENT ACQ-C and ACQ-D ( Alkaline Copper Quaternary) and copper azole (CBA-A and CBA-B) . `a ��� � � ' � �' � � ``' � � ' � ��� �� �" "� ' � �� ' ' . .... � . . ;' ,i ......., ; ', ... , , � . ��.� �SFI d"�y.��'i�i .` S!'�aF° i��cai� � �° �. DO NOT USE WOODS WH [CH HAVE BEEN TREATED WITH AMMONIA BASED CARRIERS . H - _ - - - -� - - - -- — - - - - - -� � � �� ��`�� ��� � � _ - � �� ���� ���� �� �- - - - -1— I � p � SEE SO/LS REPORT FOR DOl/BLE CURT.4/N All connectors shall meet the recommendations of the pressure treated wood manufacturer, but sl�all be y � not less than Hot Di ed Galvanized meetin re uirements of ASTM A653 such as Sim son ZMAX . I I ppEN � 50do SUBGR,40E PREPARAIION �� 2x SJUD BU�LT-UP � pp g q � p 50de A4D 2- 5 ALL ` C�/VTfi��� ✓��l�l ���� �;�n, (G185) . All screws, nails and bolts shall match hangers and other connectors, and shall meet ASTM AROUND OPN6S � � � � � �� 50dn W,9LC � STUoS BE[ OW � � '�' LAP A123 for individual connectors, and ASTM A153 for fasteners. � � 54de � '` ����� � � � CORNER BAR For durabilit , it is our recommendation that connectors used in ex osed conditions with treated � � CONCRETE SLAB ON CONT/NUOUS 2x4 K£Y � � � , _ ______ y p �db I � GRADE, SEE PLAN M/D-DEPTh! ���� `� ` lumber be stainless steel . � � . . . � - ` � � � � � , � �C S �� B Do not mix galvan�zed and stamless products . � � — � � � , �� � � �� � � � � � �� � � � � � T P/CAL ONT�NUOU EAR/NG Do not allow aluminum to contact treated wood . � ( � � " (` (^ /� 7y (` /�p - - - - - - - - - - � �� �t� � � Q ^i� � ' � � F �� cS������.�. � 9E r�, X �1I�`" �ly E � ti ii Ur . . � w � ���.� ,�sFSa. `„� i , ti�� '� 'E` � �i� Z�� "i"�iti y�;� "' � � e 2 �' Lac . 1,��.. � 4 �., ti b ^�`� `i 4 .�.,��.a.��C. �..�'�Y:� � @ � � � � � :a.�f ??� ,�; . .. ; r � x ,`iu � �.::.�, a�.� v :v � !s ' . � tia �, x �,."t�'�, '-3 s� s ,3 . � i '�� i a �,ti, �i �, s. ia °ti �cs�c ul � J�� J�(i //QNJ f✓/T Top and Bottom Plates : Hem Fir � � '�� � �- � �,„,�� �� ~� _ � �� ,��= .� �� � � �� �_'� � ,t '„� r RE/NFORCEtilENT J�E� T� �N 4 ��_ ' �-- � . � I �. v —4�., x- � t 'ht : � k 12u � . r �?3. �i� �r�� , �` Z,PR�: rvti� n:�K,aat�,.. � tiS4Rti .: H�em Fir Studs U. ON : 2 x 4 and 2 x 6 to 8 ' -0 : stud rade � � � � ��� � � � ' ' � � sr� Hoo�r , �: � '�d a �. SO / � / / � ,- L � .;�,,� > t �C � �./,� � �e`�a ��—,.�. _. � '�'S� i � �� .,e�`�. � x � � � � � . � � , � ��� , flJ � � �> �v `� 4sG r . , . 1 . ". � 1 �� . � a � z 1 � � ;, ��`y: �, 0 'Q' 2 x 4 over 8'-0 : standard and better �;; � � �� � � � � *�� `, ���'� ` f� "' " � 2 x 6 over 8'-0 : No . 2 and better ��� '� � ` '' ' '� � ` ' � � :� ���� � � �'� � a ' , Floor Joists : See plan ' ' ���� � � � � �'�' ��' � � `�" �SEE SO/LS REPORT FOR � �r � '' , ���� � n ° ,. • � �R�� .�ST , , � � � ���� << � `��� s G �� � � �� � � � � �ructu�al I�rav�ing Ind�x ,. .� Rafters : See plan Sl/B6RADE PREPARAT/ON s T �'�� * Beains : Douglas Fir No . l , Fb= 1350 psi, E= 1 ,600,000 psi � FOOIING; SEE PLANS DOdYELS, SEE SECT/C1NS � � � °�� � � �� � "� -- �` � A L �� ' � * Columns : Douglas Fir No . 1 , Fb- 1200 psi , E- 1 ,600 ,000 psi CONSTRUCT/�N J�/NT S�NGL£ CURTA/N SO Cover Sheet and Typical i�etails K NER * Laminated Veneer Lu�nber (LVL) : Manufactured 1 3 /4 " wide Microllams (ML) by Trus 7oist or TYP/CAL RE/NF�RC'�NG AT STEPS AND C1PEN/N(�S st Foundation Plan and �etails '� � � ; equivalent. TYP/CAL SLAB ON GRADE ✓0/NTS TYP/CAL Gl/ALL /NTERSECT/ONS �2 Main Level Framing Plan and Details ''•,,, � � � e � � � � ,,:��.� Fb=2 ,600 psi, E= 1 ,900,000 psi, Fv=285 psi, depth noted on plans . NO SCALE * LSL Rim Joists = 1 - 1 /4" x depth indicated laminated strand lumber by Trus Joist. No substitutions. � � � �� � � � �� � S3__ Upper Level Framing Plan and Details /q�A� �" * Glued, laminated framing members per ANSI Standard A 190 . l -92 . Mark members with an AITC ��C ���N NO SC�i L � ,�EC T��N ¢ _ � — � �� � � �� �i� �� ¢ � , — � S4 Roof Framin Plan and Details Quality Stainp and furnish an AITC Certificate of Conformance . Doug Fir, Fb = 2400 psi , E = S� S� SD .91,lLY 12, 2(?(�� 1 , $00,000 Simple span: Combination Symbo1 : 24FV4, Zero camber. B � SZc`� I�. t. � Residenee Addition Date : O�/ � :2/O� 1�� RNI � T Robert L Arnold ( 97Q) 845 - 8117 Mult�ple span, continuous beam , and cantilevered beams . Combination S mbol : 24FV8 zero camber. � , vn , Incorporated Y � I PoSt aft��e eoX � s6o �j '`f Q F o r e s t R o a d JVA # 11 J19 Architect, PC (970) �45 - 8829 FAX ������� 79050 U .S. Highway 40 ���"����� Winter Park, coso4sz � � 11 Coloradc� Po Box 2587 ���/► Phone: 970 .722 . 7677 � 4$ Sui Be 104 Creek Blvd • Fax: 970J22 . 7679 � � E-mail: info@jvajva.com c�VOIl , �OlOY'8td0 81620 �� 8" SEE PLAN 2-�5 CONT, TOP SEE PLAN 108'-7� �, ��� � � i _ _ _ �F/ELD t�£R/FY� �• �;p-0 � , , ,� e � > > y l � � � O �, ( '� U� A, ,�4 � 24 �E� r c�ivr�REa �y , � ���' � '�, '; � >>� � q � ,, �f ���T�, STONE PAIERS � �i - �� ROOF SYSTEM Q�� ��� � � `���0° , ._ ���� � ° � �,� � Ol�£R CONC SLAB, ' ` � �;��� SEE PLAN '` � � J � �� O 6'4' . r 1 '� ' � c.�' O �O .3 �, ��^ � -. I � � \ b [ tt l s� / � „ , � ' � SEE PLAN � �� ,E � � � C � Q �� '.-i `... �S t4. 'i`e` i � �. � �4 T <iY 6.. 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C�. 1t. lUr1 � elte � �� �� '� ��� �i0�5TRU�iT � O� Robe�'t L Ar'nold �970 � 845 - $ 117 T£NS/ON LOAD OF 20 K/PS PER � ` � � �� �� � �� � � GRAPHIC SCALE FOR ;3 4" = 1 ' - 0 DETAILS � �� ° ' Pasc off� �e aox 1860 Architect, PC 970 ) 845 - 8829 FAX P/ER. ANCHOR P/ERS TO WALL � � � � �� � �� ��� 79050 U .S. Highway 40 � 7 � Forest � 4 � C�. JVA #11919 v i.�, �����p'° �'q� Winter Park, co soasz PO Box 25$7 US/NG' THREAOED BAR EXTENDER "' 0 6 " � ' 2 ' 3 ' aY� �� '�, Vail C o 1 o r a d. o W/ B£AR/N6 � BEI�ELED � 3�/ 2 ,.3 �f �y��y��g��� Phone: 970 . 722 . 7677 � 48 E Beaver Creek Blvd f SEC T/ ON `7' "- � '- D SEC T/ ON 4 9f- / p- O Pax: 970 . 722J679 SUlte 1 �4 � I t�YASHER & NUT PER MFR ,5'f $� � E-mail: infoC�jvajva.com AVOIl , Colorado 81620 L/NE OF GV� 2x6 .9� STl/0 W�ILL ABOi�f� `� %�h �N� STONE PA62�RS, OtgR 4V, STONE CAP, 2 '" CONC TOPP/M� Oi�£R SEE ARCH OWGS cV� L !� BEAM W/ s, i � . ' `' dV� BEAM POCKET 10 � " W/DE `Y.4TERPROOF MEMBRANE 2-LS90 CL/PS TO GV� ° ' x 5 4 DEEP x 1 -0 � TALL, ,3 H SEE ARCH � � i� � � BOTTOM POCK£T ELEt/ = 120 '-0 8 0!i£R 4 PL YWOOD SUB FL00 SUPPORT/NG' L �l BE•4a1. I � � UNE OF 4V� STONE ���� � � SEE SHT S3 FOR CAST-/N-PLACE , , / ��t ` � � �������� I (CENTER tN� L i2 B£AMS I � , bfNEER ABOliE // ~ BEAM SEAT <_F` TOP OF II / �1 . �,kiv�F`}'i 3 C / I SLOPE 41D WALL SHEATHING BELOW CURt�£'D STUD � � a � � � �� � ��� '� Gt/ALL = 115 '- 6 ( WALL AB01�£, TYP/CAL� " m � � � ` �� �` � _- � � � � � �; aV� BENT � a" W/ �� � / � , S£E PLAN � � THRU BOLTS. SEE 2�S2 s� ������` � /EGD �ERI � �� �� = 1����.� �� ABO DECK FY � � ���, �.�� �� � � � � � - -- - , � p W� L UL BEAA� NOTCHED „ FOR S/M/LAR CQNNEC710N � � - - _ _ F ��� �E� CONC �E � I , � � UV� CONCRETE FON � � \ �"�_�� '�� , � �� !N� 14 LSL R/M JD/ST � � � �� � � � �� TO B£AR ON ST£EL BEAM ° � � � R_F7A/N/NG I � ; W.4LLS, SEE SHT S1 � � � � � `� ���, ��� I FLANGE FRAME TlG'HT TO ' _ SLOPE � �' all� STOrUE li£NE£R ' / � ' � � "�' �� // � ° ��� �� �� M i ; ST££L W�B & ATTACH W� / � �, ; - � � �, e � � ty,4LL I _ _ _._ /: n � �� �� < ��t��. e��„�,.� _"__ ___ . . . . . . - � + 2-LS70 CL/PS SHOT INTO " '�'� � ` " � � � � � ���� ��� � , S£EARCH , ; ; � � ��;� / ��� __ _ __ __ . . _ ____.�.._._.__._ __. _ ... ._ _. . ___ _�_. _ �., . _ _ _,_ �_ . __ _ . ._. .. _ _. ._ �. . � _ . � � � z� ,� _ _.� ..� .� __. _ _ �, � � � � � � � � ATTACH vV� CONC l�.4LL TO �4�� � � � STEEL t�B I�� DRIt£ P1NS, / : - , ; ; � � �. �� � � i/ E TYPICAL AT L 12 BEAA! � . = � " ; � ��'� � � ���4� � 4V� SLOP/NG -~ C� �E� TOP OF t�Y.4LL TO STEEL BEAM CONNS. ' " =- � , " ; = '� ' � �„ � ` � x 2"6 DOtf�E'LS � >1'° A�lAXINTO ,� ;� / � �E� CONC L i2 �D/ST � � �'' � �E"� FON W�4LL S ly� EPDXY 6ROUTEO �""°� _ � �,��, � � � �` , � � / ��� '��� � � � i I IyALL BELOW � EL£V = >07- 7 � ' � � �/V� SLOP/NG STEEL �� � � � � � � � � � ¢ 01 x 6 DEEP HOLES, IYP/CAL � aV� 2x6 �� i . � (F/ELO li£R/FYJ � - � � BEAMS, SEE PLAN __.. ._ .._.._. _ ' � � _ _ _� � � � _ �._.. !_. � _ _ _ . _._ � _. . . � � � / Q �� [ "'� __ � _... . __ . . , � _�_. II �CENTER fN� STEEL BEAMS : . :- _ _ CRIPPLE 6t�.4LL ',� j�� � ' � � � ��, � RE/NFORC£ 4V� CDNC . � r � � ` � , �: , . , , .. __ BE[O�Y STONE lif'NEER TYP/CAL� � � � �Q , � �, ! __ _ _ _ . � _. , _ . _. , . . � � � � i � �� � � . W.4LL W�,�4 � 12 � � �, � � , ,%� � � , I� - � ��,� EACH WAY, CENTERED � - -- -.- --_. � __� � � � , �£� 2x6 Wr#LL �' i'� ( �'� � 1 � i �^` �E� STONE t�£NEER �r , �/ _ ,� _� � � __. � � x � ; �E� 2x90 C� 96 „ i , _, _ __ �_ .. _,_. !� � ��� i ,t � � � � � 5� � � t� � � � i � SE� T/C�N � �4 ��= � '— C� PL �I N D� 7"�4 /�. � .�4 »_ � ,� 0 / � � - ��$ s, �� , , ; , .� . , . �� , s2 s2 � ���s , , / � , � �,�a r ; ', ; , j �E� � �a9 - �o �' �� aV� 109 - 10 �E� CONGRETE � ; ` ,; � � � �F/ELD l/ERIFY� � �� T, 0. SLAB RETAINING W/�LL, � � Tdf� = 109'-4 `—�� ���T �'r' `' � ; � � � ��� � SEE SHEET S1 � � BdY = 105�0 �L�, BELOdy � !i � _ � � � � � r tN� 2X6 � 16 " / ���� � � � � I�._� '� � � <E� r�/NDOw S77/D aY,4LL o1b W.4LL alb 2x DECK/NG Ot�R �-- ; / � SHEATHlN6 L !� BLOCKIN� � WATERPROOF MEMBRANE, 01�£R `' '� ��� ���� � I �` � 3 .; � ' � � j � / � � �I 4V� STONE PA t�£RS 4" PL YWOOD, ON£R R/PPED `'' ��, � � , �` � 4V� 709 '-,3� S3 'I � �" � ; / � / �N� S T O N E [�N E E R �i V� 2 0 6 A G E 2 4 SLEEPERS � 16 , Ol�£R � - BEA�l9 POCKET, ,, �,����� � , ' , aV� 4 PL Y, 34 " CURl�D �, �� � � � � �N� 2 CONC TOPP/NG POUR STOP, TYP '�" PL Y�YOOD ,>�` � � � �� ,� ___ � �D->�L Y�YDOD �. � � SEE SHf S1 _ _ _ _ � ��� � � _ .. r '�'a� 5�,yxir ._�._f "—' r ! 1 � _ � � � � 0!i£R W.4TF"RPRODF � � � ��' ti �J , y� � �� i i S PL YKD BOTTO�f � s, TYP. � � / � ; , ! - - ; � � SCOPE GV> >09 -5 �� � � �, � � , � � . - � . _ . . = � -�- � . ; � � � ; � �EMBRAN£ � � � ��� ! � � I � � � � SLOPE e SLOPE �� . _ - 4�T - , _ _, ,- � � . � � .a.�- , �- _ 4.-.. SEE ARCHf SLAB ` �.. � � . BEAR/NG 6f44LL �� i'� , � � � _ . .__ � i �__ �V� L6x6 BEAR/NG �; �� � 3 � "=- " � =�--" --� �� __ �=' � =`` ��---' _ _ -- � �__�, , �k,�, ��,„.�, ABOIE SEE , � ,F� �: ; � � _ . �Y1(3x12 j:SL� . . ; . �:: � ,� ; � N �Z +L� � aV� 4 PL YWOOD SHT S3 � ; ' �; � .' � ; � AN�LE, TYP/CAL = _ ' � : . ,. � � . ' ��� �� " : ------ -- -- - _ _ - --- _ __ -__ ___ _-- ---__ ____ . _ _ -- - - - - - y' � s� � : , , :; 1 ,5� f ; ; � �. __. - � w � s� � . � ��. . � SUBFLOOR ,� j, I` , �a ��, _ _ _ _ . ,�.� �� . � _ _ � vn,;, . �. � ti �, . ll * . � �,���, ,r' SON�'R.�.��i�'� �, t _ _ _ _ ' __ _ ; � �E� Iti Ox33 � �- � ��- � _ ___ . _ . - - _ :. KERfEO L l2 R/M— � !j � � � � . � , � , � � , 3 � , � � � ...� � �� � � � � ; � �� r I +, , 4 -6 15 -4 3 8 �� � � � " � � � -4V� 2-LS90 CLIPS � r � � � � t� � EAGH END � E , ; � I �i � � LAPPED JO/NT SLOPE l`+ , ''� ,�°�" �o �. �, � � � ! �'' � ,` s � � I ;' SLOPE �iV� LTS12 _��. , + + aV> >0 '-9 ORA/N LOCAT/ONSFLOOR � �� „ ` � Q'' 4� o i'' k, � ; \ , '� ; i ; •. � < . . � � , Q� � ' , I � �E� BL OCK ,�'S � ` ' � K" R ,,, , � _:: S7XAP , .. � - N � p , . _ � . o� - , dV� 8 CONC ., D 1Je Llil � �_ � � � . .� . W,4L�. ���.OIY � _ '�� , lN� L �L JO/ST SEE PLAN � ; H2. 5A CL/P, � � ����I, O dV� SLOP/N6 L 12 JOIST � � � --i i STEM LLS `� � 8"---.--� - �- � , _.-, � � , � � . � 51, ,�,� �� � _. � _ . � _ . .. � ,._ �: �_ _ . � E SE PLAN � lyp lN� CE/L/N� S£E ARCH SEE ARCH OC�GS i � � _ 4V� 2xb � !6 ° �� !V� ST£EL BEAM '"� � � �lV� F16 FTG �I�O� � � y`,{ ' ' ` f f � _ % c i � � �Ya� �(�Q4 ' �� � 4 � � �,� �� ; t 4V� L I/L BLOCK/NC � � �lV� STONE {�£NNER "� — � ,� `'� `` �'" � `��� � '� ti � l „ � B�i'G WALL W� W� 2x6 t� 16 � ' - �� ,' � ! � 2 ;� ' ; �E� 2x10 16 f � i GV� SAt�CUT � o � � SE£ ARCH DWG $ � i � � , BE.4M POCKET- '_� � �W12x35 7'- � e SZ �� � � � � 2 PL YWD ONE S/DE ST!/D WAL - , �a �N> >07 -.� � i � , � �lV> >q9 -3 � aV� l�Y�4LL SHEATHlN6 �yj �D6 -g �E� B� ocK c �.; SLaB � 1 f t � ; ; � � ; � �' > > i � � i SLAB � 2 ; W,4LL = 108 - 10 z SLAB GUALL BEL OW � a� � i r S3 � FD I , .S�C T/C,7/�l 5 34 „_ � �— �7 .S'�C T/OlV s �34 ,�_ , �— Q , ., _ �--. �� � �E� oFS2 ,��, ,, , ; �o �FR� � � i � ' ' /E FY .� _ ,, , . � TOP 4 `, 3 ,,� _ � �, , , , i � S2 S2 3� � � ��_��x��:���.y.��. �.��� '�� �� _�� : �.'��� _� '�� ;;� � ; wA�� _ �08 ' � sz sz '�° �� � I � �, ��` �. � �_ � �FIELD �ER/FY� � '� e � � S2 0 ., �� � ; � .___ _.�, .� �._ ,_ '- '._. _ ._._..._.__.__._,_ ..._�.._..__.__ .�_.� �_ _,_....___ ._ . �...�, ____...___._ ___........._�.____, ..,�.. _�_..______,.....,._.._ � __ _.... . . � �lV� CONC � � � ` . T.— � � < _– � � � � /NF/LL �E� - trV� STONE PA UERS SLAB-ON-�RADE ��� � � o � S3 ��'� ��� S3 � _ � �=:: � -� �=� . . . == . � . � � � fY1NDOW , � � �� { �E� CONC c�� „� ,,,, � . �E� .3- x�0 � �,l ; � ' � � t��LC, BEL Ow ��,� ��� �� 2x12 RAFTERS � � °a� a � , E �� � �V� CONC WALL, � E� G & 4 PL 1'1�Y00D _ � � __ � _ � � � ; �E� BL OCI� aV� 2 CONC TOPP/NG '�� , �� 0� � H �'� � �`� " ' _ Oli£R W.4TERPROOF ,� pp£ SLOPE SEE SHT S1 : _ SLOPE _ SLOPE -.-- �� ,� ; ` � TO BER£�t401�£D ; � �� > ; G�iILL BELOW� M£MBRANE — - � � � � dV� � p PL YdYDOD � �'� ,, � i ;.� .. � `='�� � �` ' E � ( �N� CONC STEPS � � � .� � i � � � � CUT 4V� OPE /NG si �� I �E> w/NDOGV- ==r�� �� � � �. -c ,.� v � , . SUBFLOOR � �, :��,, �r � � � �� ON G'RADE ��;� � � � - _ �E� DOOR � � /N �E� LL �. ._ �� . , a - ' E , : � z � � �� E� 10B 7f � � _ � J , , � . . � .. .. _ _ � _ _ ° __ _ � W�4 � _ _ _. _ .- . a � - -- __ __ _ __ _ _ . � . � T 0, PL YWOOD �' 6 s ; �Itl� 1�J9'-3 _ ;; , � , L �l BLOCK/NG � I �� � �F/ELD �ERIFY� � , S3 � __ __ . _ T0, ;LY6�00,�J `I , . r . �.-. � _ t� -�-- . _ � . '� I� � ��� � � ��� �' GV� L TS12 7319ST, aV� 2x NAILER � �N� L 12 JOIST � � � � �� � � � � , � _ � � � � � _ . � . . .. �� _ _ � . ��; 4V� L [2 JO/ST ��� SLO/'E I BEYOND �� STONE 1�£NEER, � �� - - - SLOPE ' �I '' SIRAP, TYP/CAL AT � — � 1 � ' � � � --- SLOPE SEE ARGH OI�YGS �_ � � �E� RAFTERS � � - , , ���� �� � � ,- � � { � ��� r �� -7¢ L = � � , , _ �.�� ��.� �� > < < � ,� � ANGE � • " � � TTACH �iV B£�4,�f FL SLOPE CANTILEt�£RED JO/ST � _ �� , � _ � . - __ _ __ _ .-� ti ' i ¢ TO TOP � 's W 2- 2"� _ :�. �-�= , �. � __._ , . . __ � � "- '�? -� ' � � � E I LAG' BOL TS � NE E,4. S/DE) ' �- � � � - � �� � � � � � 2- 4 0 THRU BOLTS, `� w,4LL = 107' 7 �E� 6x10 SEE PLAN � � � Q �E> TOP OF ( - - - aV� STE£L BEAM Ij LAPPED ✓0/NT, TYP. 3 M x ` ; � ! 7 ; i !N� ST£EL BEAM `� � � � � � ' ' SEE PLAN �� BLOCK/NG J E•4CH S/DE, TYP � � � � , j ( � � � DECK �EAMS � a S2 FIELD I/ER/FY aV� STEEL BE.4�1 �' � „ s � I . .,.^n Y )�` t I GV� L 12 JO/ST SOL/D ST£EL SH/MS � , ? � .__. ._._ �: : ,-_ . _..� _ __ ... � ; s AS RECJU/RED, TYP. �� ' F�I � � ; s f ' 6 � _ _. .. . . . _ . . __ _. .__.. . __ . _ . _ __ ___. ._ __ . _.._ _ . . _ , � _�. ._�. � .�___ _ _ ___. . � � __..�. _ _�_. . _ ._. _..__ � ; � � � ' � � � �' i ��� � � ' S2 E � � � � � �� � 5� �� � � � � � � i � ��� � � ��� I � ; � � �, .:-�"` � � � _._ . F F ; (. �.�: Y ' � ; �'� � � �.:�--�E� DOOR � � � ,� � � � , I fl ; , : _ � _ �� 3 ,, � � ; c � , , � I SEC 770N 3 34 ,�= 7 '— O SEC T/Ol� 4 .3� o�� � ,� � f � � �_ __-� ____� � � �E� a� ocr� � " ���_ �� � ���� �E� a� ocr� � I, S2 Sz � � � � . �_ _ __� ; �a« BE� o�v � wA« BECO�v � --__ . __ _ ._ _ _.__ � _ _�.. . � _ � _ _� �_ __ , .. . _-_ _ _ . __�_. _ � . ; i � , , , . , _ v _ __. �. __ _ -- -__. _ _ _ _ _. _ _ __ _ _ _. � _ __ _ . _ .__ � � i GV� STONE PA I�RS, � � � I. � _ �_��. I � ; � � � �'� ; �, � SEE ARCH ORAN9N�S �� ��_ �E� SII/D W.4LL � ° � � _�_ _�. ; ; � �:: _�, ..�. _ ..�w _ � � _ s � s _ � � � � __ . _ ._ _ . ._ _. _ _ _ �:� F �: .�__ _ � , __ .__ � . , .__ ___ __ _. . _... � _� � ° aoe � � � � s _ ; �'N� 2" A�AX CONC TOPP/NG ; I �� 2x10 FLOOR � � ; �� _... .. _�_ : � ; � � oF eEA�s � � � � � '� �j � ' � I 0�£R WATERPRODF iiI ';, �0/ST AND PL f�OD � � � 3 �,. I � ' i ` � MEA9BRANE, TYP/CAL ��� � SHEATH/NG 2-L.32,r32 x e ,,,, i � � I � � `,�� �,��` �� �E� G,4R,4GE � �. � � � � /r �� , � �° DOORS BELOW 21 , 8p 8" '� �w �I SEE PLAN � � � v � �!� - -- __ �E> >09 ->0 , , � ' ' i 6 , ! � , OV� 4 PL Yby00D � ��� (F/ELD !i£R/FY) — � `� � � - -- - -- � SlIBFLOOrP ^�' � SLOPE � � � �� � ` �_ '` - , � � _ � �` �-� � i � � ^� , ,� ZYP/CAL SLAB-ON-G'RADE CONSIRUC170N.• �AR/ES �� �» � � _ " �_ � � _ ,. _ _ _ _ ; 3t�,� BO�: TS�,4N�LE �� 4 " TH/CK CONCRETE SLAB ON UND/SIURBEO N.4TURAL � - , , i 1 �--- - - � ; SO/LS OR COMPACT£D STRUCTURAL F/LL PER SO/L �� �� �;;;;�=�;, �� � � SEE SCflEDULE ` �A�/ Y L�V�L �R�1/Y/INV ���/ V ENG�NE£RS RECOMAlENDA170NS. REINFOR�'E SLAB dY��'4 , , ,% r� '� � DOUBLE AN6LES '" PROt4'DE a xi TOOLEO k ,r.., � 24 EACH WAY M/0-DEPTH,� �� � � (D`�. �� �E"� B[ OCK WALL ,� TO BEAM WEB � p , � I� Il� �� �' STEEL c�EA�fS, �._1 >s NORTH 4 =I -0 2/SD F�OR �/�TCA� SLAB-ONEGRADE�O/NTS: '�EE ���/ av£ p� �oisr, I I _� � , x, sEE P�,��v TYP/CAL GI�F �EAM— TO—BEAti1 CONNECT/ON � ��� � ° , � z� 4� 8' � . � , , , • . sr� w� ,,,, .� v e • . P N . . ,� lN� C£/L/NG, SEE �, � � dV� 2x NA/LER, 7 FRAMED BEAM CONNECT/ON SCHEDULE .� p g A ° TYP/CAL FLOOR SHEATH/NG.• 4 STURD-/-FLOOfr' APA � E� : ARCH ORAl�9'NGS Ir���`�,� SEE GENERAL NOTES � 3 a - „ ' �� % � FOR ATT•4CH�tfENT SUPPQRIF"D NUMBER OF � 2� RATED 2� D. C, TONG'UE & GROOf� SHEATH/NG GLUED : . � �`' � BEAM S�ZE A325-N BOL TS .qNO NA/LED 619TH 8d COMMON N.4/LS � 6 " 0. C. ALONG � `�,v 4V� STEEL BE�4A/, hi � % ;' SEE PLAN �y� ;� , ' ' � PANEL EDGES AND 12 � 0. C. ALON6 /NTERMED/ATE �'• • . , , , , , , ••' ��' I,�i� ,� � ��a � FRAM/NG' MEMBERS. LAY PANELS PERPEND/C!/LAk' TO �A�IA4 � {y12 3 FRAM/NG' MEMBERS AND STA6�ER PANEL JO/NTS. >/2" SP,4CE JllLY 12, 2�06 E�' T/ON S2 `°�,¢ "_ , '� �EG' �/ S2 '�4 �'_ , '° o I � vA , Incorporated B1SZc`�. �1t, Z eSlC�. er]. Ce �. C� (� l �. 1011 Date : 07/ 0 :2/C�� ���1`� � T Robert L Arnold ( 97Q) 845 - 8117 PoSt oft�« aox 1860 Architect, PC ( 970) 845 - 8829 FAX 79050 U .S. 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O. PL YWYIOD ,�� � ry y `� i � �� ; � � , �` � `t �t � r, � .� � . � �� � ,�� �' F� � � I � `�,° � x, , � �� � ��' �p ,�y� � _ ;� �' j �� _. . _�. � � ' , � , t � ' `�' � � � ,, "` ;' ' � i , A � ,, � � � � ,, ; �� ���:�-. o � , � .. . , � � � � ti__ .. ; � s�c ric� 5 3� �._ � '- o sEC rion� 6 3� »� � ,_ o ,, � � � , l � , ,� ,,;;� , r �� o ; S3 S3 -_ .._ �. ,�� � �' ' ` k � '� - �( ' ', ' � � ` � I _ , � F .. ?� , � , � , _ _ ,� � � 5 r ��.. �� .__ . i � N � _ �.: ~ � � > / : .�,, , � � �, _. "`��..� ; - - .. ; � _` � _ `,�.: ..,�. � : rf , e . � �l aVa STONE PA1�£RS, OI�ER dV� STONE CAP, � � � �� �. 2 � CONC TOPP/NG, OIgR SEE ARCH OW6S � _ { p . � ` � � �� �� �; ����` I N�� � �RAFT�'R, ' � � �E� BEARING �< � � � � �' t:` � � �y A �/y(� � = T �� . � ' r , �� . ..... '. � J[L� ��r �" � � ( �4 �_.. .__... Y .. � � � . _.� �_.r_.. .._._ . ......� WATERPROOF MEMBRANE � � � �. ��, '� � `, i ____�. ; � ; = LL � .� 0�£R '�¢ " PL YWOOD S!/B FLO _ S£E ARCH . . . .. 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'; ,� � � , ��: , x ��, �,< � (F/ELD liER/FY� AND ROOF DECK I ___ ,. !,. �__ . , _ � __. � , . . ,,. , . . _.. _ . __ � . , __� . __ . _ �__ _ _.�e . . d.. � � _ _ , .�__ ... .. _ _._ � �__ . � i � �� i � � OP & BOT � 8" oV� STONE �£NEER � � � � �� ' � � � ' ' � � � ; ' � �� t���..y_�Tr ,s � , � ,, . �,.�� � . � � 1� '7� ; i . _..._. . . ,,..._.. . , ._..�_.... .. . .._._..._ ' � I � � , � ------ � 2�5 CONT. 77P/CAL � �, ,, � %�� � ' ��'�T \�, --� �F/ELD !�RIFYJ ; ; � � � ! � ' ' � ' � \� ; � '`� i � i � � ii i � i ; aV� If9'NDOW OPENING, �4 x 2"4 DOaf�L � 24 " , �,'� � �� ? � 3 ; ! � � I j � , ; SEE ARCHf OWGS SEE ARCH EPDXY GROUTED /NTO % �y��� I ; � � ; { � ; ; � s � dV� TERRACE � � � 58'"� x 4 " OEEP HOLES `. ! `��� ; �E� CONCRETE I, f � ; I ; � E ' � ` E BELOYY � � ��� � �� 4V� CONCRETE SLAB � � ;� � : '��' '�, RET.4/N/NG ll�i4LL i ; ! j � ' ; ; _ ; ':, I ����� �� ` � _. � ' � , , Y � , � ! i. , � ' 4'V� 8" FOUNDAT/ON WALL � � ' � ' ,I q ,tV `� �� � � � ,. . � s � _ .�! _ �_��. �.. __.. ,��. 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J , i \ ZxJO BLOCK/NG, �___ __�__�..__ __�_---__/� `� TYP/CAL RAF�-R ', � ,,, R00� F�A�l9/NG �'LAnI � SEEPLAN y � . \ � ��. ` `\, ROOF SHEATH/NG NORTH 4N I �O H2. 5A TRUSS `'�, �, � . , o , , z, 4, e, CLIP, TYP � , � \ j" RE� � � WQOD BE�4�f, ' �� ; 2x12 SfIBFASC/A „ , �' , � , . . . , , , ��j.c�` SEE PLAN � : T . a � AUL = ty.4LL BEYOND 1�N,4LL SHEQTH/NG IN '• �� . . . •�'' • • . . . . . � ° e� � S�G° TlOI\l S¢ 34 "_ � '— O �avA,� JiJLIf 12, 2 Q GRAPHIC SCALE FOR 3 4" = 1 ' - 0 DETAILS � va , incorporated BjsZa �], tZ Resj � er], ce Ad, (�, ], tiQY], Da'�e ; Q��� .2��6 ��}�,N( � T Robex°t L ArnOld (970 � 845 -- 8117 Post qffice Box 1660 �J �,j ^ y+ �e {. �JVA 11919 Architect, PC (970 } $45 - 8829 FAX 79050 U .S. Highway 40 � f o 1' V 1 e rJ l. � Q a � � 0 6 " 1 ' 2 ' 3' � p /` PO Box 2587 " p�r ' Winter Park, cosoasz V ,� 11 COlOY' c`� d. 0 Phone: 970. 722. 7677 , 48 E Beaver Creek Blvd . Fax: 970. 722. 7679 Suite 104 � � E-maii: infoC�jvajva.com E�IVOTl , Calorado 81620 � �,�, � �—�� �� 0 /�/'� /� ' ° l.d/� L.1 • ! � �v � � Q = , �.�'',� � EDGE �F R = �TS. �0 'y ,4SpyA�L T � BOTTUM RET. N�ALL T = TD. J ' � � . L — , �Q. o� ' �� T� � W�L � � CONCRE7L� i c �eza' � OR! l�E'WA Y `YOOD –....""' � RETq�N�NC "�8 COVERED o � N6�22 ,\�' � 14'000 D£CK � n � �` � La;���LS ,��'��•,� . � (—' --- -- � _- ,-- h • ° �-.. L T�_ WO00 pECK C j '� v � .�t 9,° �t y' �`""`�•., i ° � h S1i?R�E � � ' c ' , "' -� "i' '-- ry �'Yt�C� �,�R.. �FOUNO 5/8� ��,aR�`''`, , `�, � , �, �> � �1. �` : _ � ���,� �.� � h ry W/wASHER LS No. 2183 v� tb 1 V. �'`r � q� , � , ni � Q � . : '' l } � � t ' ' .. V :; � • . . : . � , . - [, • '� ��. J�' � ... � " v7/J $ 4J1� �{ } S�,v ;. l>„S• �; ' �'' �� . o � � ��`.9 hl��:: �` , � � 2 .� ; � , � ��"�"1��'l4��`�` ; `� C(� I ' M�'J' U O _ „� � , � , , a f � .S F � J 4 . ' .: ,� � 3� a' 4 's .3'G. � :' Sf�EO , � , � �-----..__._�'-`BEI",dl,�llL1.iC�� ,h + .-......_. . � BUIL��ING ENVEL 4PE .h � : 'S o ' cp° O S 86 53 '30 " E' � " ~--- . „� 78. 25 ' `— � � t� Cn �'' ,�rmlNE TABLE.° tari � s7o LINE DIRE ::' T/ON DIST� NCE - � o �` L2. S 85 : �� 9 '29 " E 4. 67 ' -ay � ��° � L.3 N 04 ``::�p ',31 " E 26. 31 ' h L 4 S 85 .'; 9 '29 '" E 25. 26 ' �' `~ L5 N �4 ' ;;'D '31 '" E 10. 41 ' c� or �$ �� oc� �, �� .� � `�Z`"s = � . a � . � m � �, G'Uf't � T�{ BLE<' CUR l/E RAD/US Lf_NGTH 1; ��NGEN T CHORD BEARIrYG Cl 458. 50 ' 6,3. 35 ' , 31. 73 ' 63. 30 ' S 86 '44 '19 " E � or s Z � l 7. B� OCK 1. 23, 2 ,8. f� SQU.4RE FEET 0. 533 � CRES , / h�eby cerf/fy fhot t�9ls /mprovement /ocoNon certJ�cc !+* �ras pr-�,��ored Fo� Fronccs Biszantz and Land Tit/e Guarontee Company, that if is not a /��nd su�v�y p/af or improv�me�nt su�v�y p/at, and tha ; it !s naf fo bc re,'ied upon for thc ostoblishmenf of fence, bu/ding, or othar fufure Impro �.sman ( /ines. l hirfher cerfify thot tl�a improt�ments on tha abov+� descri6vd parcA/ on thls dote Apri/ 2f, 19� 7' except uf1/ity connectia�ns, are entire.y within the boundones of fhe parcc% sxcept os shown, that there are no enc;�aohments upon th� descrlbed pr�:F•»Ise,, by Impro !�menfs on ony adJolning prernls��; e,�c�pt as Indicol�d, and thaf t`herc. ✓s• no oppo��nP � vid�nce vr sign of ony eos�:�m�nt cross/ng or burdening an}� par-� of salo parcel, except as nofed. lt�ls ce�tlflcote does not er�rasNfutn o t/t/e seorr,;r by lnte.--Mountaln E:ny�ineerinq to detcarmine ow�ncrship rx E �s�rrtenls of rcco,•-d. For o!/ informotion r�gvr�ing ease- mcnts, �iqhfs-of- way ar frtl�� �>�F r���,r�', ln �er-Aatm oin �elied upon Land �P/e Guaron. !ce Compony AL i,�i Carnirltmen t a~der o lf2 7055-3. � r , , � ��� ua r ,qer ♦ e a �fi.� .: ; ? ;; �/ .. . : `�--..'�-.... . �v �p23 ,¢ � . � . . � .7� � . , � `w' . rr �� �, a - . . x '� _.._..� ADORESS - 670 FOh'EST ROAD � DATE � � REV1SipNS � �,� 0477 METCALF ROAC � � ���� � � �� ! /420 YANCE S7R£f"T 1 �I t�V COILO. 81620 4 � LAKENYJOD, GCXO. 80215 (970� 9�9-5072 � � ,;� �� �� �.�ie (303,1 2J2- 0158 � ri. � � , . ��� e..,�,,..�.».s. ' CE9QED BY: . FRO.Etf N0. �1�PR� �' I��NT �. ��"A ��8�%V ("f:��S ���e� � 95- 0.5195 DRAYM BY: •�••�� � � . . OAff ISZ,tO: —.` NOITCE According to Co%rrsdo /a�v ynv musf cumme,nce �" � � o r � Q�. o�;f� ,, f4 i,�� ���.-��af �sioN aF �i���i9� ony /ego! aeifon bosed upon ony defeef Jn thls su�v�sy �� �Y� LOTS 7 AND f�, �.�L �Ci{� ', 9`"` wlthJn three y�-s after ynu flrst dl�cor�r- such defect. D. D. F. �� /n no ev�nt, may any acllon based upon anY de�`ect fn � » _ 2� . fhis survey be commenced mr,are fhan te.n years frorn ,� � � l�i� li l//LLAGE Sl1s� lN f7LlNG � „Q fhe date of certification shown hereon. " T06YN OF !�A /L, EA GL E COUN I�Y, COL ORADO t or' f ,� � � �- - - -s