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SILL 8s SELF CLOSING HINGES. . 4 • . • . � . d'�',. . • " . < d. ` ' ' � , � -` ' '� �� a �'-"-" � 6 2'-6" X 6'-8" 2'-8" X 6'-10" �OG BUC{S EXT. FIR 6 PANE� DOOR UNIT � & 3 ., I Q uP � � SP--1 ¢ � . LOG BUCK W � a � � 7 2'-0" X 6'-8" 2'-2" X 6'-10" OR INT. FlR 6 PANEL DOOR UNIT j� ° o l � � WOOD FRAME `:�/ . , I �� � ' � i� ' ° BEDROfJM 3 C 3'—io" CftAWL SPACE ACCESS T 8 z'—o° x s'—s° �'-2^ x s'—�a~ , � WOOD FRAME 1NT. F(R 6 PANE� DOOR UNIT - POCKET OOOR � � � J , � �, � = OPENING UNDER STAIR i3 � � , � 12 ° - ; � 5'-0" X 6'-8" 5'-0" X fi'-10" V1/OOD FRAME �NT. FIR 6 PANEL Bl-PASS DOOR UNIT ;r� . SMOKE DETECTOR Sp THIS DOOR TO BE A FIRE RATED W � 10 5'-0" X 6'-8" 5'-2" X 6'-t0" N DOOR W/ SELF CLOSING HINGES � WOOD FRAME INT. FIR 6 PANEL BIFOLD DOOR UNIT O � _ o ` "� SMOKE bET TOR gp Q ° I - z ; A� � ' i� � _ 11 5'-0" X 8'-0" 5'-2` X 8'-2" �aG BUCK EXT. ENTRY F1R TERRACE DOOR UNIT W/ �ULL, GLASS N cl '��- �`�' � � "� . "� �:J �C N V 12 2'-6" X 6'-S" 2'-8" X 6'-10" LOG BUCK EXT. ENTRY FlR OOOR W/ FULL GLASS , ;:? O � ' � SMOKE DETECTOR 5D , 1 � N � � a � �, 13 8'-0" X 7'-0" 8'-0" X 7'-0' LOG BUCK OVERHEAD GARAGE DOOR W/ AUTO CI.OS�R � �z 5/8" FIRE RATED SNEE7ROCK 13 ARCH TOP DOOR - SEE ELEVAl10NS N BEdR00M 4 I L.AUVDRY � WALL & CEIUP�G OF GARAGE AREA. �� 14 2'-0" X 6'-8" 4'-Q" X 6'-10" WOOD FRAME INT. FIR 6 PANE� Bf-PASS DOOR UNIT � _ ~' � D w r � N �o fl � BATH � r � � VEN C ILING AN OUTSID � i IMNDOI�V SCHEDULE C� � ,�. ,' � 5� I FUR � H�Gi�IT TO + � � MARK S1ZE ROt1GH OPG. RGH. FRAl�1E TOP OP DESCRiPIItl�! " •, ,, - % , ��' •, � •` . a • . . � . � � • .• e • ' .� • - . . ° ` , •' � � ' . A1 � • • .. d �toucH oPC. . W � - • � 14'-8" 7'-5" 6'-9" W � A 5'-0" X 5'-1" 5'-0 1/2" X �OG BUCK 8'-2" WOOD CASEMENT UNIT /^ A C �/ �1/ r _ 5r�1 � Zp 0 4sr� V � � � ��� � ! •��� � T F L�� ��I •� V,—a~ O V �� � 7'-6" X 5'-1" 7'-6 1/2" X LOG BUCK g'�2" WOOD CASEMENT UNIT � SCALE : � �-�� �� 1 '-0" � 3 `� 5�_i i�z° _.J 12'-4" 2'-4" 7'-5" 6'-9" . SP'""1 ' �! P^"� IJ_.. `.J � 7'-6" X 4'-1" 7'-6 1/2" X LOG BUCK 6'-10" WOOD CASEMENT UNIT � � � '4'�—� � 2n d L ' • .• •• � � d' � ' � <♦ � � � !, d • � v y , � ; • • , i 4 ! • � ' • ` •� � � 6'-0" X 4'-1" 6'-�� 1j j/2 LOG BUCK 6'-10" WOOD CASEMENT UN(T , , � � S FUR. � VENT CEILING FAN OUTSIDE � � � a � 7'-9 3/4" X 7'-10 1/8" X WOOD 45 DEGREE BAY WINDOW UNIT . �-- � - `t�� , � y � 4�-1 3/4" 4'-2 1/8" LOG BUCK 6'-10" w o � CASEMENT W/ HEAD & SEAT BOARD N �p o � � �� , . F 6'-0" X 6'-5" 6'-0 1/2" X LOG BUCK 6'-10" WOOD CASEMENT UNIT N H � U I BA� � LAU�lDRY � � 6 _5 ,,2 BEDROOM � a . � '- ' _ � , 13 � 4'-0" X 3'-5" 4'-0 1/2° X 8�-Z~��p 7 THIS DOOR TO BE A FIRE RATED t r`1 �„� � 3'-5 1/2" LOG BUCK 6'--10"-DOWN WOOD CASEMENT UNlT 12 SMOKE DETECTOR � � �� DOOR W/ SEi..F CLOSING HINGES. ' v � SD � O � � � H 2'-d" X 4'-1" 2'-0 1/2" X . » , `i O ' . � - � Z 4�_� .��2.. LOG BEJCK 6-10 WOOD CASEMENT UNIT � _ Q , ' o N 4'_ � � o � � � SEE ELEVATI NS �OR F1XE0 GL SS NOT SHOWN M ` SMOKE �S' TECTOR SD '�� � � cMV `�-�' N N � � � ^ � SMOKE DETECTOR � SQ O Y U „J ` N W � CRAWL SPACE ACCESS = ``� 1z ;r� OPENING UNDER STAIR ' !.,� o � 13 �� I i �EDRO�M 4 3�-�o~ = � o F- � DATE ISSUED - O r j� o � 27 JANUARY 1994 ' � I _ - DRAWN BY: I ° uP ' LARRY BAILEY ' � . � & 3 f �' � � � ::� REVlSIdNS SP-1 . � � PP � q � �` � • � ` �� : .d+� a � � • ' � +`�d '� � � . � + ' � � ' 4a i } � a ., � i 7 FEBRUAR 1994 ' ` h J ^r � � 16 FEBRUARY 1994 _ a -r o �r v � �� � 4 MARCH 1994 � 16 MARCH 1994 � � �,�^ ` . ' �4� su ��'-2" 20'—�a" � __DATE._.� �. , .. BY....__..... C��1�!1�.._.._.....__..---•...... � � ,r� r �rys�ps 7 U SHEET . L�D �E � 1 � -- BASE� �� T FL��R F'LAN � To� o�vai� , . ,. _ �_o�} ,�'�I .- -� SCALE 1 4 1 • r E C�PY ;r � • � { t ,n/ � _��� � _ � ,� . . �., . .��.�-�.a� �mM�,����.m–�— � -�--., � `66f�Z��►b!�O,��N - _ _ _, - . . ,� , .._. �;.. ,_.�._�. �.�� �.�. _ . , , � �, . � . . , , _ , � � , � � , � . � _ � i • { � � � ` � . , . ' � , ` + lJ ! r-- + 4��_-�u . � � `�t' fi'-Q" 28'-6" 8'-0' 12'-6" � 0`""0 _ , o _ , � � � ¢ � � . � � o °� ° r°� � � ' C.t` �:d)� `� , o " P � � � , � v 0 , 4 � � d- N � , - SP-3 � w '� � � . B � a � o Q u . - � �/ � w • � � o � . �-- — — — 3 � oo = . uP SP-3 , � a. ; ` ° = rj - � WALK-IN � � 00 I CLOSET �7 a� ' � - � � 5P-2 A � , � LIVING ROOM � . � � � � LOG STAIR : t4 - 7 7/8" L. _ ._ ._ _ MASTER UITE O � , - ' ' `� OPEN RISERS W/ 12 - 10" � Z SPUT LOG TREADS & ONE ` � � , �� LANDING TREAD. PROVIDE � � o"S � LOG RAIL(NG. , � CLOSET � `� - ! ( ° ° ° SD O1RCH TOP WIRE ALL SMOKE � `t . � V � � � ?OOR � pETECTORS TO- - N 5-6-7 HALL 3 GETHER, AS PER '' SP—�I CODE. �' o � i� . O O O ARCH LOG ENDS E - REF. � (�-% LINEN UP T LOG FLOOR F- Z � 1 & 5 » � 1 � SP-3 I O� $ SITTIN AREA � SP-2 , �o R cE KITCHEN MAS� B�,TH 0 = o { . DINING I �� ( VENT WALL FAN OUTSIDE DROP CEILING�j Z ' , � . °° } � IN MASTER oo � ' ` � HO BA7}-I FOR - P�UMBING � ' ` � _ ❑❑ � �8 CHASE FROM - 6 � SATH ABOVE. � • GARDEN . - WINDOW - L a D G E 2 -- F l R S T F L 00 R P L A N s�-°� 28�-6~ . � ��-6� ,a�-°�� � � � � o � COVERED DECK - 4s —o COVERED DECK �� � ,. 49'-0" � � - SCALE : 1 /4 = 1 -0 Z$�_6� �o'—s° 10'—o s'—o° W � � � � , ` � GARDEN U , o WINDOW � « � 6 �. � DROP CEILING I C�C� � .T,�B lN MASTER W � BATH FOR � d� � , ° � SHO - PLUMBING � ; CHASE FROM = ' "0 ( VENT WALL FAN OUTSIDE BATH ABOVE. � W � - � 1 & 5 D(NING �� K(TCHEN MASTER BATH Q - SITfI G AREA �' 2 {— SP--3 �` �� � � 8 ' ' � ARCH L G ENDS o SP--Z ' , REF. �j ���./ UP TO OG fL00R z LINEN JOIST � �' ` _�I O O � --�-��- � SD ARCH TOP �' �` �J—G--�] DOOR V�JItE ALL SMOKE '- � � - SP—�I HAL . 3 DEfECTORS TO- rn � � o 0 o O GETHER, AS PER � � W N in i� �n 9 CmE. M N � , ` CLOSET \ � ° LOG STAIR : 14 - 7 7/8" _ ' .- � � �, OPEN RISERS W/ 12 - 10" —" - -' - -' SD ca ' O _ ' p SPLIT LOG TREADS & ONE � " LANDING TREAD. PROVIDE - ".J LOG RAILlNG , w � T MASTER SUITE °O W --� � A L.IVING ROOM . I � :� _ ,� � I WALK-IN � .- (_� CLOSET rn r 1 1 � ` U 3 DA7E ISSUED - � l-- - -- -- - SP-3 27 JANUARY 1994 DRAWN BY• � �ARRY BAILEY • e � C , REVISIONS 4 7 F�EBRUARY 1994 SP-3 16 FEBRUARY 1994 - , Q 4 MARCH 1994 � 5 , �6 m��ct� �9��. � � � SP_2 rc,, �c., - " - ry� ��� % _ --- � � I�r � , � PP � � , O � ��� � SHEET z8�-6� . � g�—o� ,z�—sa -i—p V1l N � s'�o" � 4s'—a° ' C��' ° '' J�...._._.........�.._�A"f�S � � A �L��}� 2 BY...._.__._�.._...._.._.��`.�"` LC�QGE � � -- FIRST FLOOR PLA�1 � � SCALE : 1 /4" = 1 '-0" � a ; _ � � . . ; . . , , . , _ . .� .. . . r, ,_�.. _ , , �. ..� . , ,� _ . .. � _ ,�� _ .� _ A�.-.�.,.�.a....�...�. .,.�,.,��..._,.-s-.� ._.T...,�m..�.,�.� �...._-._ .�, r.. .�.� ....�,... _ �,...�,..,.a _ � ., �._ � . . . , _ _ -� , _ � � � ` � � � � ° 0. \ , � i ' � f i . e � • � � e�� . - . . - � w ° . � � . � � � � � � � o , 4'-3" 12'-0" 4'-3" � Q 6'-0" ' fL � , Z ¢ O _ � � r � � � � , ` F 0 � � � � N C� i � W � � N � , . J Q ' � 3 � .r..�.� � Y N � SP-3 �/ M w 2 r � - o � _ - � � / � � c=i. , Z � 5_'g_'� \ ( / �.—.. N SP-1 � . � z . � �� � �� � , _ ��_�� ¢ � Sp SMOKE DETECTOR� � ` � . � � . � � � Q o , - � � � w � � � T °" � �oFT sui� � � � a, � O N O o I ' � � � _ � � M . � _' H SD � - ' Lr.. ��..,/../ ��..,�'/ �.J -r.____ _ - o � O � _ � - a � - N � VENT WALL �AN gO � ' � °° BATH � � � WALK-IN � - - 14 14 CLOSET N ' I - 2� T & G DECKING � � CLOSET + CLOSET _ _ _ _ � _ 1 ' � N , � SECON D F'LO�R FRAI��i N G PLA�1 LaDGE 2 - SECCJ�I D FL�OR PLAN = _ , � , � . - 2�-6� � SCALE : 1 /4" = 1 '—(J" s'—o' SCALE : 1 /4" = 1 '—Q" � � � 2o'—s� � s'—o" . , � � � � L.�j Q � � � � W �C � 6�-0� � r �, -- —. __ — — — — --� � - _ � `y � CLO5ET CLOSET � . _ � � U � � 14 14 WALK-IN � � . N . � � a . � CLOSET o = " • � B VETNT WALL FAN g I W Q,.� o ' I v� OUTSIDE O ._ _ � • � � .� � • �" � � � � � ° � SD � �� �� C� ` - z � � � U , e ¢ � - � ( � � � M + � � � _ 141 � � �J � O N � t ON 2 cv �oFT sui-r� � { � . ^ 4,-0„ � _ ` � ° i � / , \ � _ � N SD SMOKE- DETECTOR� � , • � . � / ( � L�J , a � , 5_6�� / ( � � , �- SP--1 / , �` � ^ � - , _ i � � � � - � � 1 3 _,i ` � 1 SP-3 (J._j r = `� � , . N i�{ �$ � � .�, . • �� , , DATE IS5UED 27 JANUARY 1994 SE�CJN D FLC�aR FRAM I N G PLAN DRAWN BY: �� L-ARRY BAILEY ' �, _ �_ �, � 4'-3" 12'-0° 4'-3" � � � � '�µ�+ SCALE : 1 /4 — 1 a , p p REVISIONS r � 16 FEBRUARY 1994 � � ; � -ro�r � oF �� � y � '16 MARCH 1994 . � � � - � �oa �E � � -- SE�C�ND FL4�R PLAf� � �� � gY__ ..�_. `\J"':'"Y----•--..... .DAT � - ° SCALE . 1/4" = 1 '—D" " _._._._ ..........� a����nn��, SHEET � O��E V y�� �....... • ����s� GIStFR• ����� i- � °2: , = r ,_ � . • O 8`^= . � � ��, , . ,. , � � g �;o�,� s �O � i � � A • � c '��•�:::••�Q�aa' � O�aaa w°'�� ' . •�'�'� �, . � .-�_____. " . � . i , . � _ ' - , � - . 16 . V J r - � � ���,, RIDGE LOG � � � � • °� t�C? � _ 4 v� O � n o � � . ' - 2 , o ¢ O � � 0 , � o0 � �� � � � . . g __ � � i C� o � �- EAVE LOG � C�'') N _ " � y � � � M � . 12 � O , Q v , 11 � SECOND FLOOR n/ �° W " 3 Q [_j._ M O z r O � d �l=„ i4 0 � � � . _ _ � 6 � `° � W 11 ;It "� � O - 9 - °' Ll_ Z � � � � � �� FiRST FLOOR 13 � , :, �. . , • . • . ' • � ' .i ' . ' , , . !��' . • , ' ' .. " ' : , ' ^ ' : : , . - . . •, : : ; , . : ~, •• • `�� � ' ` i . — � c� T 7 , �. ' � � .. t _ s � ` I • • � r • j " . � GARAGE FLOOR . � ; � LC�DGE DESI �N � � L�DGE DESIGN � 2 SaUTH ELEVAT! aN � � � SCALE : 1 4„ — 1,_�„ I � Q � � !_i_J C� . _ 5 � =� � � � � , ; - - . � , � C� . � _ RIDGE LOG /�, � `✓ 0 � � � W � z � � 4 � N OTES : ELEVATI ON S ' � 1. 10" D1A. �OG WALL C-' ��,,,I ; /" Z ��� 2. 10� D(A. LOG ROOF PURLiNS ��� �%�""��"'"-""S `� � ,i � 0 3. 10 DIA. LOG FLOOR JOISTS. ��f EAVE LOG � 4. HEAVY HAND SPUT CEDAR SHAKES/��� _ "_l ) - ON 5/8" CDX PLl'V�JOOD DECKING t� J � & ICE AND WATER SHIELD. � 5. ROUGH SAWN 9" X 12" CEDAR d FASCIA W/1" X 4" SECONDARY 6 FASCIA. 6 WINDOW AS SCHEDULED 1N � ` �� 5"X12" LOG BUCK FRAME. 7. FIXED GLASS IN 5"X�2" �„jJ o LOG BUCK FRAME. r ry 8. FlXED GLASS IN LOG TRUSS. 0 i \.rJ ' o a 9. OOOR AS SCHEDULED lt� 5"X�/' ���� (Q J ' Q �p � � 12 LOG BUCK FRAME. �� �S M c� 10. LOG TRUSS. O 14 � 1�. 10" DIA LOG POST. � �-'� � a, 12. LOG RAILING � � . •' 13. REDWOOD bECK ON REDWOOD ; . _ „^_ �I OR PRESSURE TREATED DECK ,,,� � � � J01 STS. W 7 y �y � 14. CHINKED JOINT W/TRIANGULAR � � g 6 �a POLYETHELENE BACKER—ROD. � `� 15. REDWOOD pECK ON 10" DIA. f---� �' ' 16. S ONE�VENEER ON GONCRETE OR ��55 1-��K) , � � 17. S1lJCCOBEXTER OR BA EMENT FINISH.0 �� J DA T E I S S U E D 1z (� � 27 JANUARY 1994 - DRAWN BY: . FIRST FLOOR LARRY BAILEY - 13 . . . . . ' . " . �. . , : , , . . .. , ' . � . . . • ' . " . . - `1''\/l��i� � Ifu i�''� �� �j` Ir� `, �� REVISIONS - , . . . ' ' � '' ' � ' . . . '. . . . � Y V" (l"�J� � f � • � . • � .� . • . ♦ 6 • • � • . � � • • . � . • M � + . _ \ y � � • . •♦ • � . r � • r • . ` , , i . . , . •• , , . •', . . • - , - �. • ' . - 7 FEBRUARY 1994 � - 16 . . .. .. _, - . --,' . . ,� . , - , , . �. . • . . .. , f . r • • . � • . . . , 17 �I �' � �p,,, 16 FEBRUARY 1994 . . . . •� . � . • w . r � b�JUVV� , , , .. , , . , . 4 MARCH 1994 ' 11 .. . . .. , . .^ . � ' • � ' , . .. , , .. � - . �' , , ., : . .' � �� � n��r 1fi MARCH 1994 � . .. . - . , Q��l l�"1 • f Ss • . . . • . : • - . - • � . `. �� . .. • . •• '. ... •• + ` , - �; • . J , , i • � .. . � � .t , � � � � � � � � � �: ' - , . , , SHEET . - �°°' " ' � . . T Q Vtil l�I O �' �0/A I L. , .' - - . - A ,r�l� 4- . , WE S T E L EVA TI 0 N �Y_..Y_________��;.._..._...__.._....DATE� � �1------- ° s � ' SCALE : 1 f 4" = I'--�'J � - ; , / �----� � r \ y ' �6 �,J / e-- . 4 W � � � - �`-� NOTES : ELEVATIONS .�' 0 \ R{DGE LOG i. 70' DIA_ LOG 1'JAt1 � � - 5 \��, 2. 10' TI� zOG RO^vr Fi1RLFSS. Q_' \ �� 3 �C' DIA. �OG �LQQR JC�STS. � � � 2 - �� � C;! �/8' L�X rLY'��'CC� C=C�I,tG � � 0 4. F-!.=AVY H�`3D �llT C:s?h� S!-Inf� S't-{�1:�L:S � C� � o� & lC:. r`sSt� ',ln±-��s SH:=�. G� � � � ~� �� 5. RC:JGH 5:,�'�',� �' l i 2� C:Dr+.� � i� \``•� Q rr"-SC?i, 5'�►,I5' X. 4" S=�C:l�r`-?Y � � � �� tE� tA�C�/��_ � � "P� 7 \ � = k �J. �t���ii11U'1�1 HJ G�.��LU�r'i ��i /jk h+ i `� � 1'i 3�X12� �.C�.s BJ�� �?Fc�rc i✓ i �p 7. r{Y�D� G"._i+S$ �i� j'Xi2 � (.rF � � LOG EUC%C �„`!�_ �--j � EA�'E LOG 8. tEX�F3 G'uiSS �`� L�`G iRUSS. � t i � 9. �OGR AS SCt��3JE..�� i;t 5"X ,,... 12'� LOG �UCFC r'�'�c Fa.'�. "= jxj 1 Q. �OG i RrJ SS. � � ;Z �� 1S. SO' Dir',. L�G P..n,ST. t _ r � _ i2 l.OG RAIL(C1G. 1 ] ! � a i 3. RcQ'�YOQ? �JEC�C 0��t REDVlOOD a- 6 � OR PRESSURE T2EAicD DFCK � � �,� � � � J0I STS. 1 N S4. CHit1K�D JGINT '�"!/7RIAtdGU:�,R PO�Yt7'ri�CJE BACKER—RO�. a 15 REDt'y'00� DECK ON ta" DfA ` � o LOG JGlS;S ( �ti 12 • - - I 18. STC�,E VEi:E�R ON CC;dCRE7E OR L..•� � � o C.F,�.U_ S�C�C—UP S;RUC7UR� ��/ � 17. STUCCO �XTEt�lQR F;PliS�i !._L_. Z,� t3 FlRST FLOOR � � " ' . ' - ' . - , . . . . . . . , g � � _ ' � • , - , . _ 0 . • , ' , t 17 � O � � rn _ �M. • � . - • ' , ' . � ' . � L�DGE DESI �N � 2 L�D �E DESIGN 1 � �RTH ELEVATI f�N - � , � SCALE : 1 /4�� - ,�-o�� - � o � , . � � w C� r, , --_ w �t � _ � c� U p . J RIDGE LOG � � Z ,6 W U _ � 0 � � ��, � � � °� � E- ' � EAVE LOG ��� � � 4 � V / � � 0 z � � 0 � � M ' O rn N �i — - - 5 � � `44 " � 1 � �► N 14 � `n = � '' r '- 5 � � � �� DATE ISSUED 27 JANUARY 1994 FIRST FLOOR 12 DRAWN BY: . LARRY BAILEY • ' " ~ � . . _ . . '' 13 REVISIONS � . . - . , • _ , • . , . . • . , 7 FEBRUARY 1994 . -, • � '• ' � • , �� • • ' � � , . ' - 16 FEBRUARY 1994 . , -� � , ,, . • , 4 MARCH 1994 . . • � - . . , . • � - ,. . - ' � ; , " 16 MARCH 1994 . • - • _ 17 , . . - � . . , , - - _ ` '- " , � � � � � � SHEET � . 'T°O Vtil N � �' VA I L EAST � �L q ���� 5 E LE vA TI o�l . oATE. _� _�_.�_ BY_�__._..-.---�y��•-----., � � � - SCALE : 1 /4" = 1'-0" ' � � I / �I �----r I -- � t , _ ' V ! �-- O � 6'-0" 8'-9" 6'-0" 9'-0" �-+-+ � , � 00 � O a ° � � 5 Q � � �I d � q � �, O O 0 SP-2 � a Q � � U T � r n j � � v o �. z � � o � � � - � � 49 _8„ � � r� 0 o ¢ � 16" X 8` FOUNDAZION VENTS TYF'ICAL n/' � Z L!_ t� � OO FIRST FLOOR _ W � _ � • • • . . � . . . - . . , . . - - • . _ . . -= or^ cL � M � 1� � d � f � :• �.�� •� t � � !� ♦ �� � � E w � •� — �� �..� �� — — �.... �� — .�� — •N .� � � � N 1 & 3 . . . ;� � -�PON� w/ ( • � _ STUDS � 16 O.C. � ` ;� W d SP-� � . . . . . � � � f o 0 � _ Q, � `j FRAME ACCESS OPENING •� Q- � � a = ' ' ' ' ' ' � UNDER STAIR TO CRAW� SPACE ° SP-2 Z � " ' . � . . . � . I �' ° a � N ,'� � � . A � —(]M ^ — �. .^ 'M �� b I�Y„ .'T�� w 1� w � h ��I�^n v L �,�f O � a Cy '_' . + , U � . . . O . . c • . O . . � . . ~ 0 0 � ' ;�. � STEP STEM WALL DOWN o CV Q � N � U CRA�tCSPA� ' o � � C��L �S ' >> a � ` 6" UNDER GARAGE DOOR M � • �� . � . . . � . . . N � `+ N .— a � � I ' � . � . . J , . , , , SLOPE SLAB TO RD DOOR � . � . . . � . . . . � � •� , a� _ � � � ( � � p z I BASEMENT FLOOR `; • � • -- • • � • • • • ( � f � , FINISHED � . ° . . . x . . � � ,! GRA �° . N . . . . . . . � I �. a = �Q *' . . . . . . � I ° � � � � � • , « A , f ` `a ` d L — , _. — 4` i+`_. __ �.. , — — � � N � O � , . . ^ . . . 4 .� � Q � N �,- � + LCD �E 2 — F4U N D AT! 4N N 2 W `t ; �, Q , ,� P LA � � � , - SCI,LE : 1 /4" = 1 '-0" SP-2 6�-0" ° (,,,) Q ,�' � 16" X 8" FOUNDAZION VENTS TYPICAL 4�._8. `� � � 2r—�n r � O \; _� � • d �. e • • . • ,♦ � 5 d • , � • � - , � • ' � ' d � � . . +� ��• � �. . d . • � 1♦ • �� � f, I �f� � 1 W � �_ ^ �.� �_ _� _ �_ �_ _ _ N _ _ � V 4 � � � D I M EN SI ON D ETAI LS . . . . . . . . < < t— `� „ , „ o [ � ;: SCALE : 1 /2 = 1 —0 . . . . . . . . ( � :. f—. . N '"' -' � . � . ( I '¢' 4 NOTE '� '� , � o � � � ;�' SP-2 1. SET TOP ELEVATION OF CONCRETE FOOTING , r N • • � SLOPE SLAB TOW RD DOOR j �' CA 34" BELOW FINISHED GRADE. C� � � V '`i W � , � � �� � ;, 2. STEP FOOTING DOWN SO AS TO MAINTAIN � o ° � � � � � CRAWL� SPA E� � - � °' 42" MINIM UM F R O S T P R O T E C T I O N B E L O W ��. ° s� � � . � . . . . i � i:, 6�U N D RM f A R A G E D o R ° F i N I S H E D G R A D E T O B O T T O M O F F O O T I N G. � M . 0 2X6 PONY�IYA-CL 11V/ o � O N � . CRAWL SPACE � s �s c� s° o.c. N N � `° � • • � I �� 3. SET TOP ELEVATION OF BASEMENT WALL --� � � ' � � _ � �� � 8'-6" ABOVE 4" CONCRETE GARAGE �j i -' ' SLAB. � ! ��oh p N ��_A� �_ � ��— ' A�_9� I � n�—CN � � n �9�—c� �: , O � •7 J •t L J () V , � � � , � � • � 4. SET T4P ELEVATION OF BASEMENT Ft00R = '� N 1 & 3 � o �; C� 8 MINIMUM ABOVE FINISHED GRADE. � > � � . . . . . . � � � r SP-1 � �_ • ° " . = 5. STEP 4" GARAGE SLAB DOWN 6" BELOW DATE ISSUED ( � �° ,. • � a N . . . � I ( :,_ � , . . , �— . . . ( � , TOP ELEVATION OF BASEMENT FL.00R. 27 JANUARY 1994 � � ;ti DRAWN BY: ° ' � � 6. STEP STEM WALL DOWN s" UNDER TOP LARRY BAILEY 11 � . . . N . . . • L_ _. ...._ ..�. ____ ____ _ _.._ .� .._ � .___ � REVISIONS ' ' * ELEVATION OF GARAGE SLAB � GARAGE , _ � ;•�:. a ' . � - a . � � � ,. -, . - � •.� � • .• ..: � � �° .• d . � - - • � ..• '' OVERHEAD DOORS. 7 FEBRUARY 1994 c� Y 1994 �� 7. SET TOP ELEVATION OF SONA TU E 4 ARCH ; 994 s�-o~ s�-s° s�-o~ s�-o• CONCRETE PIER � 8" M(NIMUM A 0 P A H �994 � �fi FINISHED GRADE. :� � 2 8. SET TOP ELEVATION OF 24" X 24" X�'�� � � � � �-- { Q �`;, SP-2 CONCRETE PIER FOOTING � 34" EL�1N d�mm�n►n,�y � = Op�E� HFip�"�' FINISHED GRADE. �- SHEE �, � � i� �o c"'�GISTER'�e9� � » ___�_____��_•- --..,..... TE. � -��- ; �, , �z� � �2� 9. 1NSTALL 16 X 8 FOUNDATION �S � � � + 5 � � ,�:,� � '': ��� WALREQUIRED 1N CRAWL SPACE S - � -y� �� • SP--2 �..,� � �, o A �,� � . , LODGE 1 — FaUNDATI �R! PLAN F•�o���P � � SCALE : 1 /4" = 1 '-0" ��� �-_ , � � ` cJ 2 - 2X10 BEAM O / /'1 � lJ I �r � �r � �r �r W o . SP-2 � � . . � � r J . . . . . . . � 0 B Q I 2X10 JOISTS � 24p .c. �� �r �� � Q 2X6 T �t G DECKING ENTIRE Q � `' � � m AREA �F FLOOR SURFACE. ¢ o r ' o O M L . . . . . . . . .� � U o L � r t"' � � � N / n � L J JL J � JL J � L J J JL J `_i � o� -' � N � a � ; � , � E FO IR Q _( J M � -� �, o o � N � z <C v I r � ' J � � W � a Z N � m � 0 V � r L ~ J � O � � � Q� r � . � � �� 0 z � � � tD �� � CUT 0 JOIS75 OU FOR S A1 � �' �- � J � w AS N D A AME o �' � � � Q o BELO I INSTA � , ° �� � ¢ � W r � � N� � � O � W " � .J � � Z f 1 � � p M � � O N � � � 0 W W L • ¢ W m C , _ � � a r -' ¢ � � x N N � L J d � r � m N 10" DI . OG J01 TS � 3'-0 . � L J J r � LAY U EACH A FROM HI WALL io � x L J t r -i � > 'n , '-s �r �r �r �r �r � r �r � �r �r � � r -�r � �r � ' 5 m � SP-2 ° � � � � � � � �~ � � � � � � � � x� �- - L�DG= 2 - FIRST FL�OR FRAMING PLAN N 2 �� ���5 S � 2 �.� N 4' 4- 6�'_fl" ` � � � SCALE : 1 �4" = 1 '-0" � Q JL J JL JL 1L JL J �L JL J JL JL J 1L �L J JL Jt � � 2 - 2X10 SEAM -- — _ . x ! . ' � LLJ U � w I L J Q ` ±= - r � 10" DI OG J01 TS � 3'-0 C � �, ` � L � LAY U EACH A �ROM I WALL � V r ' -� w —� W m FLAT'fEN LOG ON TOP FOR T & G t_L. Q `° w U m L J C� � o • � O x � W cxv � � 2X6 T & G �ECKING � C • � � � � N r- � a 10" DIA. L.OG JOISTS � 3'-0" 0 C. � o , � � J cn o 3 - 2X SOLfD BLOCKING BETWEEN r- --� � _ _ o ALL LOG JOISTS & ACROSS END � I � J � N l_ J Q r' '_I ?� �s p w .� � w ' n v Q � ¢ V / � � r � �` � CUT L OISTS 0 T FOR ST fR � d- x a AS NE DE AFTER FR E WA � � N N ''- � BELOW IS NSTAL Q Q � L J r' � —1 X � m � N J O o .� „ BASEMENT WALL J r " -i ic, - ' (� r A I N x � N W t._ J � � � r � � 0 E FO IR � ' _ � -� LOG J01 ST DETAI L j-- > W r � �r � � �r � � � � �r � m . „ , „ � o L o S C A L E . 3�4 = 1 -0 D A T E 1 5 S U E 0 x r � N ' 27 JANUARY 1994 (V , , . . . . . . . . , I N r N DRA LARRY BA(LEY 2X 0 JOIS S � 24 O.G ( ' �.�: REVISIONS r " �� �,,� 7 FEBRUARY 1994 . . . . . ., . 2 - 2X10 BEAM � r 16 FEBRUARY 1994 5 JL JL JL JL JL JL JL � ^ � � /�� � 4 MARCH 1994 T"Q� V Y � 16 MARCH 1994 SP—Z 2 - 2X10 BEAM O � � ; , _ �����"_....DATE�_ �'-� �i � B ... ; � r ' MqMnlaMpp� 1 V. SHEET ! ; Op��:...;'►FR I �W�.Q, ISTfR ' LODGE 1 - FIRST F �_ _�� � � �, � LO�R FRAMING PLAN . _ SCALE : 1 4" = 1'-0" � ' ��° � � ,C� � ' 0 � - . �a 4s .••4 ••....... ' �F CO�-��,�a � ��nah�qaMU�' � � , � , � , �I ' � „ � . 2'-6" '-3 1/2 '-3 1/2 2'-6° ( n . � � tf 1 e— -3 1/2 -3 1/2' � � ° � t T . • � O 0 � � � 2'-6" 2`-�' 2'-�" 2'-0" 2'-0" 2'-0" 2'-0" 2'-6" O C� p O �,�'-�" TNRU ��LT 1'J,,•' �` 1','�1SHL�S 2�-6" 3'-0" ;a- � ca = .¢ _1 - ° oc T( �' AK — ° o �tt?R'�1Sf & iEI�D��I C���?1vE�730�3 3'-p" � 0 � r � � ' � � '����» � / ('1� W � t'4���� m � � > � USE 70' D;A. L4GS FOR N ¢ � ¢ � O � TNiS TRUSS. j . . ° w Q I � °� o � o - • • � � N � ° ` � � {� � ''� • �0" DIA. LOG WALL O �0 DIA LO GA LE ' "� • � � �- fU ,' � � t �1 fA. OG GA LE Q v � -' .,,�'' °� � � �., ,'' ,�' � _._.1_ . . . � � M Z ' � � � . . � � RU B T OU LE A LEY cv = r O - � ,Q !F � ' O OG PU UN IN CTI N ' ' N W � � � � ,� . �. M (�O � �4' Q;i1 LOG c9 � �--- O N w � ��ST � r ORC�i � -i . � . '-I' � } � o . . .. . .. . � � r? N � W ,+=____ �Z'-7 � �0'-6 . • . ' . 0o Q � . . � t!? �7 � ° (IS � Q,�. � Q �O N ` r - � i {�(� j�� { c � 1 (/ t..V1.7 i t �V�J ��— � • � �, • . . a�i.. z I_ N � O . • 1 ' �� N � SCALE . � ���„ _ � ,_0„ • 4 � m M � Q ' ' RIDGE LOG , c� • � R1Q LQG• . . . —�D � • . C� N'� ( Q J M ^ Q -��N _ � �' . . . . . . , ' ' � ' � ' ' t`�j� CV J � • W � • N r � ; � -�-- o • �-� � . . � o . Q . � � - � �,� r J . W . � LaDGE � 2 — ROOF FRAMING PLAN � � � � ¢ � � M " N O � ---Cj � � cV � ' SCALE : 1 /4" = 1 '-0" � — � � ' , ' ' ' ' ' ' M . � oi� �o.c_vsr u. . ' , " _ . . m . . � - -- N Y � 2�-6" 3'-°° . � "DEAD FRAME OVER INSTALL 2X6'S ACR05S X6'S'�ti TREE �' • • • � X • � • - � • - 2X6 SIl1LL TREE �•-a � ` BETWEEN SUB-FACIA ' • MAIN ROOF STRUCTURE. � � OF THE TWO ROOFS � ; N M ' � W � t � � A � � O . � N . X I � � • . � � . . _ . � � � � � "� • • • 0" DIA. L06 WALL ' x • � `V � . • � 1 DIA. LOG WALL • i� , ' = RAFTERS SHALL BE U 0 � . . . , , � 9 1/2" TJI'S � 24" O.C. J ' . . J . . . . . . ' � . . . . , N • � � � � . . . , . . � w U '¢ N Ca � � '_ M 3 4" TNRU BOLT W/ 2" WASHERS cn � • • • • N l , � � --� � � _ � CV MO �1S & TENDON CONNECTION Q ' • 4" X 7" X 1 1/2., _ o� Q . . . . • • . . • . • • � � �- • � • O N II �\ I • . . . . . • • � . . � �` M ' • . N ` 10" DIA. LOG POST m � . __� N —�;�-- ' ¢ m \ � r n �' ¢ l! J 9'-0" • • . . . • RIDG£•LOG ' (I� • . c� . . f�{OGE LQ� , ' . . . . � �n . � NI�� W � Q � Q N I ' 1 - V � . • . ° � C� • . . . . . • . . . . •O �� • , p , _ M N O � `� N - ._1 � � LOG ST( FFB ACK — A-- �� J � o � � OLT D �B� � �- . N � � � ' ' • • • ' T� LO PU LI S N R EC 0 N W SCALE : 1 /4" = 1 '-0" o � , � � ' ' ' : � � � Q I � \ N � � Q t J t � V. N • O • - . . . . ' � , , � . tD �t,, D� � `v M DATE ISSUED 10" !A. LO WALL � 1 " DI . OG B E � - � 0" DIA. L G G B N 27 JANUARY 1994 � DRAVVN BY. _ , , . . 9 c� o � �,, I � . . . o o L.ARRY BAfLEY M . � � �,�.. REVISiONS � 7 FEBRUARY 1994 = o � ;� ���� � a�E v� �n - ; � � � � � �� ��,� OQ�����e�F�Q�� 16 FEBRUARY 1994 W � W W t���GISTFR 9�.9 �' m G S IF BAC — m � �Z. F � 4 MARCH 1994 � s � o _ ! ~� 57 '�= ��m�Rc� �94�. �' ��� � / � �i 0 3'-0° 14'-9" ' � _ , 3�_�» 2, 6•• Q� 1 Y � � V � o � , � O _ � � � �:���Sooae°� � � � 4'-3° 2'-0" 2'-0" 2'-0" 2'-0"�'-0" 2'-0" 4'-3" � � l�� F�C01-������� � _..._..,DATE? -�-I__� �an�uua��� BY._�_.-..---- .. SH EET o ' , �5 _ �-3 ,�z �-3 ,,2 SN OW LOAD = SO P SF �' L�D GE # 1 R ��F FR ANi 1 N G P LARI Z�-s- �-3 ,,2 �-3 �,2 2�_6� <<✓�. � A O � � r SCALE : 1/4" = 1 '--0" _ , . ; , � i \ � , V / r ' `-/ 18 W '�f' � � 1 00 18 � 19 � 19 � O I ' 0 , 2 19 � � � 1 i 8 3�--- 39 � p� O 3 28 . . 43 � C�,) 1'`7 I 4� � 2 �g ' 41 . 41 — �.J 0 � 17 - - - - - � � � N 28 4 . 3 I - --- _ - - - -- , - - � �~ - - � W t� J Q 14 'n: • Q �.�..i O 14 21 � � (,v 'd 22 M O Z - --- - - ' 21 T' � �a • • : , W � _ � , • • � . , a- �� � n. .- � �.�.— . • � d . 4�' i . ' 7 ' •4 : , . . 4 28 � � 21 - • a � , ' • �q� . •' ~ • , � V/ . 20 a 2 F- � 14 .- 16 � + , e � � 40 O � � �'�/ � � .��•° ` Z� �`} e 4•• _ � L' Z z • f-- �. • •�. � � a 1 � W U � �2 26 � Z ,, r � 27 ,d 9 24 O 0 � .G Z � Z •., 4 o F � �2 � 26 �' Z � � � . 8 w c.� � . � . °� vNi o � in 13 cDc o0 op �°� w o � :• g 3 � J � N o DoDao �oa o � Q � ,, o z � �� � � �o ao D o o D � , � n. N 13 Q a�o D�Q � °' _' 11 a , ° o O Cd e .v � a W � � Q � �� d Q � � ap °p a, • " 8� � Do � D � . 16 O 'a� 3 4 ' a0 . '� . - � = O�' a � r•• � . d (n OD � a • • . a O � d�' � Z ,� .Q, O - Q 42 °• 'A 4 w J i 12 a , W W � e � N 30 8~ 8~ �/M • 1� � �� 8� 8" 8" 14 '. o� a j ' • 25 � 13 d 15 12 Zt�OM 2'-0" .' � 4 , a $ O 0 0o ep a •Q - - pD 9 O �� r a ' Y ` • 1 ' • • dj • + d • • , : � ' _ , ' � 1 . STEM WALL D o o° � �. .� f � � o a �- , a - . - �. • - _� ,�C o � - 2 STEM W�,LL W STON E VEN EER Qd d 4 p . a ° .' � , °•� ` � , • / d b a � � �° � _ , ' W � 0 o a , � ,� •4 W O SCALE : 3 f4" = 1'-0" a , � SCALE : 3/4" = 1 '-0" � �s J , - • � s io a � O Z ,. ,, ' COUNTERSINK SCREWS THRU ° 12 `4 U HAND RAIL � 24" O.0 5 11 = � . . • cD No�s : o�ats 8" a" $" M � 27 4 �'', � 1 1/2" TO 2" HAND RAIL MOUNTED 9 � ��� � � w „ � � � TO 1}iE TOP OF TOP RAIL OF LOG cn � � t. 10 AVG DIA. LODGEPOLE PINE LOG WALL 30. 4 THICK CONCRETE SLAB WITH #4S AT 18 STAIR RAILING. � �" 2 #4 DOWELS � 4'-0" 0 C DOWELS SHALL O.0 E W. AND 9" X 9" THICKENED EDGE. � 26 ' � BE 2'-0" INTO CONCREIE AND EXTEND 12" 31 2X6 WOOD S'i1JDS � 12" O.0 1 1�4" MOUNTING � • 1 1/2" SPACER BETVJEEN TOP LOG RAIL 2'_p^ °� ABOVE TOP OF FiRST LOG BEND DOWEL 32. 5" X 12" LOG STAIR STRINGER ARfA. & LOG HAND RAIL, � 24" 0 C. � � OVER FOR LOG TIE–bOWN DOWELS SHALL BE 33 HALF LOG STAIR TREAD. LET INTO SIDES OF .- . ,r LOCATED ON BOTH SIDES OF ALL DOOR AND STRINGERS RND LAG BOLT TOGETHER W/2-1/2" . �. � , . ' ' . �a �� �a � � o ` � LOG ARCHWAY OPENINGS X 8" LAG 80LTS PER TREAD. �,�� \ 3. 2X6 REDWOOD SILL PLATE SECURE TO 34 8" DIA. LOG POSTS. �� CONCREIE WITH 1/2" DIA. X 10" ANCOR 35. 8" QIA. LOG LANDING SUPPORT. � BOLTS AT 4'-0" 0 C. OR WITHIN,12" OF END OF PLATE. 36. PROVIDE SOLID BLOCKING BENEATH LANDING �s B ASEM EN T WALL » � • 4. 8° THICK CONCRETE BASEMENT WALL WITH SUPPORT POST. 8 8 8 $ #4 S AT 12" 0 C VERT. AND #4 S AT 18 O.0 37 LOG LANDING BEAM STANDARD LOG RAILING SPINDLES HO�Z �N/ OR W/OUT STONE VENEER 38. 6" X 3" LOG LANDING PLANKS BUILT TOGETHER W OPENING BETWEEN � 4° MAXIMUM SCALE : 3/4�� = � �-O�� � � 5 4 L-SHAPED DOWELS AT 12" O.C. WITH AND LET INTO LOG WALL TO FORM LANDING . i 9 HORIZ. LEG AND 3'-0° VERTICAL LEG. PLATFORM L_I_! 6. SHEAR KEY FROM 2X4. 39. CAULK OR CHINK JOINT. r 1'1 7 3 �-IICKNESSES OF CONTiNUOlJS BLOCKING. 40. 3/4" INSULATION SHEATHING BOARD _ 2•_�� `J 8. 8" TH1CK CONTINUOUS CONCRETE FOOTING 41. GALVINIZED METAL F'LASHING. � WITH 3–#4'S CONTINUOUS. 2–#4'S AT STEMWALL 42. 18" – # 4 DOWE�S � 24" O.0. Q O FOOTING. 43. 2X10 FLOOR JOISTS SET ON 2X6 FRAME WALL �' �� 9 4" THICK CONCRETE SLAB W/#4'S � 18" S�E �RAMING PLAN. � cn a � O.C. E.W. OR 6X6/10X10 WWM. 44. LOG RAILINGS. 3" TO 4" dIA LOG RAILS LET INTO = o= w 10. SELECT, STRUCTURAL FILL COMPACTED 8 DIA. LOG RAIL POSTS. 1 1/2 TO 2 DIA. LOG 4� EXTERIOR FRAME WALL SECTION W --� � TO 90� DENSITY. SPINDLES � 5 1/2" O.C. 00 �o � 11. COMPACTED SUB-GRADE. o � o � 12. COMPACTED BACKFILL. a „ , „ -�-• 13 4" DIA. PERFORATED PIPE DRAIN SYSTEM z ��-- (��ffJ � SCALE : 3/4 = 1 -0 J_ � AROUND PERIMETER OF ENTIRE FOUNDATION. �' °o \\�✓// 4 `'-' �-- � PROVIDE POSIIIVE DRAfNAGE SIOPE AND EXTEND M �~ �'�_-� � � PIPE TO DOWNHILL EXIT POINT. PROVIDE MIN. Z COVER OF 12" OF PEA GRAVEL AROUND PIPE � 14 A RP 00 NG AT ALL BELOW GRADE �n DATE ISSUED CONDITIONS. WATERPRQOFING SHALL BE PROTECTED � ~ �'�} FROM DAMAGE DURING BACKFILLING 27 JANUARY 1994 15 3/4" EXPANSION JOINT FILTER MATERIAL. 33 o DRAWN BY: 16 6 THICK CONCRETE MASONARY UNITS TIE TO CONCREIE WALL W/ CORRUGATED WALL �IES AT 16" 0 C. VERT & 32" 0 C. HORIZ. � 44 REVISION R BA 17 FIELD STONE VENEER. 11E TO BACKUP W LL O A WI1N CORRUGA7ED WALL TIES AT 16 O.C. VERT. 38 a AND 32" 0 C. HORIZ r 32 Q 1 E A 1 94 -� 16 FEBRUARY 1994 i 18 FINISH FLOORING AS SCNEDULED � '�� 19 3/4" T & G PLYW000 SUB-FLOOR. NAIL AND 36 37 0 4 MARCH 799 0 16 MARCH 1994 � GLUE TO JOISTS. � � c 33 ' 20 PRESSURE TREATED RIM JOISTS ANCHORED IN CONCRETE WITH 1/2" DIA. X 6" ANCHOR BOLTS ' 35 w 32 C�44'-0" 0 C. RlM JO�STS SHALL BE SAME SIZE AS N ,' ADJACENT FLOOR JOISTS _ / 21. FLOOR JOISTS ON SIMPSON JOIST HANGERS. � - � � � � SEE FRAMING PLAN FOR SIZE AND SPACING � - - �' 22 CEIUNG AND WALL FINISH AS SGHEDULED. , 23. FLA? 2X4 STUD FURRING AT 24" O.C. � SHEET 24 INSTALL R-8 INSULATION BATT BETWEEN FURRING . H A N D R A I L D E TA I L A T S TA I R 25. WOOD BASE. �O� � � � �� � � 26. #4 L–SHAPED DOWELS AT 24' O.C. 8" HORIZ „ � „ , , 3'-0" UNLESS � �� LEG AND 2'-0" VERT. LEG �CALE . 3 = � — � NOTED OTHERWISE / , ', 27. 8 THICK CONCRETE STEM WALL W/#4 S AT 24" �. � � �� c> o �.EW. LOG STAIR AT LANDING .DA�E......... �P O � � ,� 28 6" BATT INSULATION. INSULATION SHALL 8E � . L0� STA1R TREA BY"-'�"'"�'—`"'—�__ JO ST ATE 6�0 CALV. WIRES ATTACHER TO SCALE : 3/4�� _ � �-��� SCALE : 3/4�� _ � �-� I ` a • � � � � � �t ts :` � 15 � � 9 � i-f/ 6 O • d- �' ,�/ �, � , � ! � , 3 9 � O r � ,, • � ._ � � . o � , � .:... � � �� , I , ,ajl�� � ,ii � . � . Y r � 'd� � O ' � � �> i��-'• �L` .�� �..� .�...� .�� �.-+.. � � � ' � � t� 1 1 . ., � O U Y � 1.' � ♦ t O � f � � � � � • �� � � ' 3 �.7at •I• � , � � .�.. � � �- ••��� �, � � TI � O �II � j r Q� � � � � � N � ' . 4" MAXIMUM CLEARENCE BETY'r'EEN - SPINDLES, SPINDLES & POSTS � C7 � fi ' � AND RAIL(NG TO DECK •� W � 0 2 :��� � O « •,� O ' Q � �� � s 71 4�-------- _ ;,� Ltl s � , � � O ,r � �� � O 00 = • `0 6 I i � � CL c� • _ � 3 � � �- .d � � . � _ � .',O �i , +���j a ta1 � • � � � ti.t (f j � � $ 11 2 /'^�(/' � � r �i. , .._�._....__�__ � � , ' - . _�_ . � : . � - � - _' , - a. . � � ;± �� �� � `+ ` � �4 = ' � "� � � 2 GARAGE SLAB TYPICAL � ` .'e_ - ., �y, � . j . . / o h., a , ( � � y � a � �� i ; � � � � � ? 4•; � a � ; � � � � xi � p � i 4 � l � � � i � k � � M � �a • ` - ' ' 1 � �� � � � � � f i � � � � '� " � � � i a � � � _ � 1 1 p � � � k � � � � ' ; a � - , ; ; �� � ' � ; ; � � ' � � ^ � � a � � � � � � ; # � ' 3 � t i � � � � � � � � SCALE : 3 4" _ �.��„ a � ` � � � � � � �, "?'-D' � 2'_p' ! ii 3 , 9 � P{JST �c BEAM OR PO 9 - N Y WA LL ,6 SCALE : 3/4" = 9 '-�" , ., � 4 , , . -��r- .•--- � � , � d ^+ , 1 . , . - �'. � a w �9 �. �, , - `--� �� R, ••- ' 5 � • .� 4� • , • � � � ° -d'.�_ � a.-�" "�""• � •.i�-� F�-t � '--r -�- -:�r'� d' � � 4,� � Y � ♦ � �, �� � + �. • A� � . � � � � • O � - W 0 - 4 J . i • , 10 � � . . , � � . a • O � �-+- L.i_ � ' U . °� . ` .- � C� SEE FOUND. $ , a, •,'' '. _ PLAN -Q J 1 �-+-- O , � 2 W � �- , 11 '� M L,.1..,,1 J SLAB FODTI N G � �I- GARAGE SLAB @ GARAGE D��R o � = F- SCALE : 3/4" = 1 '=0" SCAL.E : 3/4" = 1 '-0" � � � Q � � o °� NO'tEES : DE?AIIS � �� w > F°--w W V S ' ^ 1 1. 10" AVG DIA LODGEPOLE P►NE LOG WALL. 20. 2X6 REDWOOD DECK. SECURE TO JOISTS WITH 2 - 3" BRASS w �� 16 `j � 2. FLaOR JOISTS ON JOIST HANGERS OR ON FRAME WALL. DECK SCREWS PER BOARD AT 48° O.0 w z� � SEE FRAMING PLAN FOR SIZE AND SPACING 21. LOG RAIUNGS 3" TO 4" DIA LOG RAILS LET INTO 8" DIA. � o w 3 2X6 REDWOOD SILL PLATE SECURE TO RAIL POSTS. 1 1/2" TO 2" DIA. SPINDLES AT 5 1/2" O.C. �� O CONCRETE WITH 1/2" X 10" ANCHOR 22. 2X6 WOOQ STUDS AT 12" 0 C. LOAD SEARING FRAME WALL BOLTS AT 4'-0" O.C. 23. WOOD BEAM. SEE FRAMING PLAN FOR SIZE. ? �J 4. 8" THICK CONCRETE STEMWALL W/ #4'S AT 24" 24 WOOD POST. SEE FRAMING PLAN FOR SIZE. � � � 14 ,� O.0 E.W. 25. SIMPSON COLUMN CONNECTOR SET IN � • � 5. �4 L-SHAPED DOWELS AT 12° O C. Wl�tti CONCRETE FOOTING. r �� ,� w 9" HORIZ. LEG AND 3'-0" VERTICAL LEG. 26. SPIKE 6ASE LOG TO WOOD FRAMING AT 4'-0" O.C. . 6. THICKENED SLAB BEAM W/ 2 - #4'S CONT. 27. 3 TNICKNESSES OF CONTINUOUS 6LOCKING. 1< < _ � IN BOTTOM. 28. DOUB[.E 2Xfi PLATE. � 7. COMPACTED BACKFILL FROM ON SITE 29. 2X10 BLOCKING. f- � . �, � � 3 EXCAVATED MATERIAL. FlLL SHALL BE 30. 24" X 24" X 8" CONCRETE FO�TING. � , � 0 INSTALLED IN fi° LIFTS AND COMPACTED 31. 18° X 18" 4 L SHAPED DOWELS � 24" 0 C. � TO 90% DENSITY 32 WALL AND CEILING FINISH. , �Z a. ` � DATE ISSUED 8. 8° THICK CONTINUOUS CONCRETE F0071NG 33. 10" DIA. LOG POST. °wF �( 27 JANUARY 1994 -� WITH 3-#4'S CONTINUOUS. 2-#4'S AT STEMWALL W�' � i • DRAV`1N BY: �a - LARRY BAILEY OOTING. 9. 4" THICK CONCRETE SLAB W/#4'S � 18" �� ~ . � � O.C. E.W OR 6X6/10X10 WWM AND 9° X 9" ' �� • REVISIONS THICKENED EDGE. � � 10. SELECT, STRUCTURAL FILL COMPACTED � , ' p 7 FEBR ARY 1994 TO 90% DENSITY. , 4 ( ,� � J � A�'� j� 11. COMPACTED SUB-GRADE. . O � , �t5`�" � � � � � �� , r 2 12. COMPACTED BACKFILL. , ' ` � � I�`� 13. 10" DIA. CONCRETE PIER WITH 1 - #4 DOWEL ' ' /� rn�r� �594 IN CENTER W/ 9" HORIZ. LEG AND EXTEND ' 8° ABOVE TOP OF PIER. � ��� � Q � � � 14. 10" DIA LOG COLUMN INSTALL ON CONCRETE PIER �L� ; WITH CENTER HOLE TO FJT SECURELY OVER EXTENDED � 3� DOWEL FROM P1ER. p 16. PRESSURE TREATEDL ECK BEAMA BEAM SHALL BE �Y=_===--"`_"""........�.•...�;�'T�'"'--_.__-•-----• S INTERIOR � ` HEE M� � _ � LOAD BEARING FRAME WALL NOTCHED INTO LOG COLUMN AND BOLTED IN COLUMNS . �. � �� • *��� - WITH 2 - 5/8" DIA. THRU BOLTS. SEE FRAMING PLAN � FOR BEAM SIZE. � DECK F�OTIN � & DECK DETAIL 17. DECK JOISTS ON JOIST HANGERS. SEE FRAMING PLAN S P � � 18. FINISH 'FLOORING AS SCHEDULED. SC : �t = �-O�� `�) SCALE : 3/4" = 1 '-0" ALE 3 4 1 19. 3/4" T & G PLYWOOD SUBFLOOR NAIL AND � GLUE TO JOISTS, �.. ��'�` ' � i, � _�y+'�-.�_ ._--_._._. __- � . �.,' -- - ,_,... -. -, J , � � � � � � - - � ._ - - - ''�-�•.,, ` � - l- �,,.�_-_._._._..' � _ _ , � ___ - � r - - - - __ �� �r ' � - _ � NOTES : DETAIIS 1 � V J t- 1. 10" AVERAGE DIA. LODGEPOLE PINE LOG WALLS, FLOOR 30. FIXED GLASS OR WfNDOW AS SCHEDULED IN LOG BUCK 32 31 � _ JOISTS, ROOF PURLINS AND RIDGE LOG. FRAME � .�- y` e- 2. HEAVY BUTT, SPLIT CEDAR SHAKES OR PRO-PANEL METAL 31. ENTRY DOOR, WOOD AND METAL ADJUSTABLE THRESHOLD. �9 � ROOF SYSTEM OVER BITUTHANE MEMBRANE UNDERLAYMENT. SET 7NRESHOLD IN FULL BED OF MASTIC. 33 O � O 3. 5/8" CDX PLYWOOD ROOF DECK. 32 REDWOdD SILL PLATE CUT BACK STANDARD 2X6 PLATE 22 Q 4. BLOCKiNG, MAKE 1/2" BELOW DECKING FOR AIR FIOW OVER. TO 2X4 AT DOOR. Q 5. METAL ROOF EDGE FLASHING 33. GALVINIZED METAL SILL FLASHING. O � . p 6. 1X4 ROUGH SAWN CEDAR FASCIA CROWN. 34. OAK TNRESHQLD 1RIM 34 2� 1�2 � 7. 1X12 ROUGH SAWN CEDAR FASCIA. 35. 1/2" ROUGH SAWN PLYWOOD SOFFIT BOARD. 20 - _ _ 8. 2X10 EDGE FRAMING. AT END OF RAFTERS. 36. STUFF VOID FULL OF 1NSULATION. 15 38 = Q O O = 9. 1X2 ROUGH SAWN CEDAR SOFFIT TRIM. 37. COPPER FLASHlNG. Q U � � � 10. 3 DIA. SOFFIT VENTS � 4`-0" O.C. PROVIDE VENILATION 38. NAI�.ER AS REQUIRED. � 15 1 HOLES IN SOFFIT TO PROVIDE AIR FLOW HETWEEN RAFTERS. 39. 3/4" X 2" WOOD TRIM. � ' `� 11. 2X10 RAFTERS C� 24" O.C. OR 9 1/2" TJI RAFTERS � 24" O.C. 40. 3/4" X 8" ROUGH SAWN CEDAR FACIA BOARD. • , ,, '• ' 4 � O � �6 - - - - '"""'� TOE NAIL W/ 2 #16 CC SINKERS � EACH LOG PURLIN. 41. FIELD STONE VENEER T1ED TO BACK-UP WALL W/WIRE � % ' : • '"� � 12 10" BATT I NSU L A T I O N � R-3 0 O R 1 0" B L O W N I N T1ES � 16" O.C. VERT. & 32" O.C. HORIZ. • � � 23 19 39 O � N INSULATI�N � R-38. ' � 42. 2X6 BAY RAFTERS � 24" O.C. MAX. ,, : g ,�� � ^ 13. iX6 TONGUE AND GROOVE CEI�ING LINER. 43 COMPACTED BACKFILL. J � 30 14 2X6 TONGUE AND GROOVE DECK. 44. CONTINUOUS R(DGE VENT. 2s 15 5" X 12" LOG OPENING BUCK. 45. 2X6 FRAMING BELOW BAY WINDOW UNIT 4 �� • �,� , � . ' 36 Q � 16. 3/4" QUARTER ROUND TRIM. d � ` 15 4 1 2 3'-5" ��2" � 20 17. M�TAL CLAD WOOD WINDOW AS SCHEDULEQ. ' 4 ; ,.° 0 18 1�lTERSECTION OF tOG WALL BEYOND. "- ' � `• rl/' W , 28 cr "� -- ID`°"'� 19. CAULKED JOINT W/POLYETHYLENE SACKER ROD. + a ' • ' . 37 L1_ � OZ ` 4 •5 • 4 W � _ 20 CHINKED JOINT W/TRIANGULAR POL.YETHYLENE . � O � � d- BACKER ROD. � 21. SEE FOUNDAl10N DETAILS. � �� �j - - 22 FlNISH FLOORING AS SCHEDULED. , . �. . 23. 3/4" PLYWOOD SUB-FLOOR. � . D��R SILL DETAIL QOOR HEAD DETAIL a 24. 6" BAT7 INSUlJ�T10N 25. FLOOR JOISTS. SEE FRAMING PLAN FOR SIZE AND FRAMING. SCALE : � 1 /2�� _ � �-O�� SCALE : � 1/2�� = �I �-O�� � W - - 26. REOW�OD DECK. � � 27. 3/4" CHINK JOINT ABOVE BUCK HEADER. � a 28� S DE BUCKS/4" INTO TOP & BOl?OM BUCK TO INSET � L[_. Z 29. 5" X 5" X 12" - 45 DEGREE BAY VERTICAL BUCKS. O 4 1/2" 44 � � � � � 1 � 22 O ' 37 23 - _ ....., �-_ _ , 2 1 � z 42 I 0 24 (�} ¢ �`,.�/ � � � , 2S w ` w 2 N � 3 4. WINDOW BUCKING DETAILS � a 37 �2 4 � ' '� � 4 11 SCALE : 3/4" = 1 '-�" 13 � � i } 9 ,$ O � � ' � W � � BOLT 5" X 12" STANDARD LOG BUCK U 5 W � ' � � a MATERIAL TOGE11�iER VJ/ 3/4" ALL- o . O � �<'1 . Z� 4 1�2" � THREAD A 1'-4" 0 C. Z 20 - - - _ - - - - - - � - W 7' SEE PLAN 10 « � � _ _ �2~ o - W 29 � LL. ,5 28 , U 30 �4 t , t � �1J 16 in �6 O � t 9 � 37 - �, � \ � � ° 45 O ZO "� i � 15 -` - N 7 10 1 , • 24 O � 0 0 , __ _ ___ __ � � � w � o � � � � , o � �° o 0 � ,. , � $ 2z � � . . , o � �, - � W _ SEE FLOOR PLAN FOR SIZE � � � 4 1/2" 3'-2 1 2" R.O. 4 1/2" I I , � � SEE WINDOW SCHEDULE FOR SIZE O 3 ' -- � 5� 5p :0 22 � � � s� DATE ISSUED 34 3 27 JANUARY 1994 �: " '� 45'0' - DRAWN BY: ;.,. ,.- 45 = , LARRY BAILEY � '� °f REVISIONS �:;;,'- � ., ....t__., o . � �,,_, 7 FEBRUARY 1994 : -,,,�: • _ � 6 FEBRUARY 1994 . . �., 1 , , . � Y 4 MARCH 1994 _� ' �, �, •'' 25 <c.�J� o ,�'d . 24 � m�RCN 1994 '�"''e �,`Z` 29 o w d, O�� �� ' �• • ' 5 . DOOR BUCKING DETAILS � �°� ; �� �3 . '� � �' � � a � V� 1 N N 25 � SCALE : 3/4" = 1 '-0" ���� ^ F `� s,, BY...............�..._...._.. _...------._.DATE_�_ _ � �. , ; �I �i LOG BUCK MULLIONS 5~ � � � � 2. BAY WI N DaW DETAI L 3. TYPI CAL LaG UVALL SECTI ON SP ,�J 3 , � SCALE : 3/4" = 1 '-0" SCALE : 3/4" = 1 '-0" �� a� `�� �- � , , . r �; _ ` _ . '��,, �_ , �- � � ����' ��. ��� � s � � �v �y' � �-� ��� .� ^ ✓ //��IPROI/E/��IE/V1� LOC,�T/O/V CERl/F/C•4lE � � / — UlV/TS G �iNO H , UN/TS II I2 TH E L O D G ES A i T//��I B E R C�'E EK l0 Vl//V OF I/•4 /L , EA GL E CO U/\/T Y C'OL C�R�DO . , , SOUTH fRONTA6E RO10 / /NTERSTATE TO R.O. W. d=03°35'2/" R= 2680.al0' T= B3.9T' L= /6T.BB ' CHO. = N62°S8'30"E /6T.B?' N 'f9°/O'09'E 2/S.97 . ' fLEC EA,S�A�NT BOAY 29/, P6 ?T/ - � E�(T _ . _ � �� pEDE3TR�A H - _ 2 # . N o � � � , .� w ' • e y O � a - I � � .+i � — I \ �: � � Ya/L /NTERA/QI/NTA/N DEY. SUBD/V/S/ON D — � _, _ _� _ __ ___ SW/N �! TEMV/S CLllB CONDOS PHASE //, BLaIG. B � � - \ ` _ _ _ _ ._,.___---! __ _ — STEPHEN S SU6�/V/S/O N P�aN tINE , �� � -._�.- fL� _ � / A _ � v � 2- � �849 � ,. � " 8�8 RID�� / �\ �' R��,E / �\ / � ��K 9 4 1 � � �E�K4 4 .J g 9 '� `J A 9 e 6 Z 2 � � p4� e� Z Y ` \ Y 0 � � Sf 1w gt _ �i \ tw��� � L06 �� i NgR �oa �, w/wA��Ut " w�wa�z $ �°GiesO y �v • z 1► � � N E� opo y �NgR °� ~ �' N• _ �� � I ��`� �, � p R���Bp�,� =+.2 � � I e1 EL =3 1 1 g4o 6 - N \ E E6 �� , ;p.3 YN F� P tiD� � ��!e E 0 �� 4� s r �� ` _ 13 11 � _ _ �pGE E�� _R L INE EASENEN 240 � ` warE � 1 — � N a a� N49oq4 'JB � o ACCESS pE�K � �, � PEDESTR/AN AND -� �, UT/UTY EASENENT rpECK 1 YS � a � RIDGE r'.o * � � � :� o ONE S�� ° EL 185� 9 . � � - /tfOGE �E STM � ��B UT a' � EL 7B5� 8 N B �y/ WAL K� � a y'��LKOr/f 6 � � m o q WA 6 ,,► 3� SJ� � 30 60 90 y DE�K _ 66.7 , � J /O.Lt� - - pECK � � p9 B � ,�,e � � /?� _ N 60°�9 3B E 3���� . ?B 4T 'b;,?r e t` S�AL� I N F�ET - — � !/O!6 / , N 62°� /O E 36B 2I SEWER EASE7ypyr - \ dGt�K 2/7, PAOE t25 - - S 6?�26 �/Q"w ELEC EISENENT BOOK 29/, PB ?7/ • fNO. P/C LS. NO. /6827 . J6B.�S ' , _ - , � � sFwaR EJSENEM I HEREBY CERTIFY TNAT THIS IMPRUVEMENT LUCATIUN CERTIFICATE WAS PREPARED FOR, , 1 _ TOwN A� Va�L 1HAT 1S IS NOT A LAND PLAT OR s°�° IMPRUVEMENT SURVEY PLAT ANU TtiAT 1T IS NUT 1U I�E RELIED UPUN FUR THE ESTABLISNMENT OF �°�� -- FENCE, BUILUING UR OTNER FUTURE t3U1LD1NG OR OTfiER FUTURE IMPRUVEMENT L1NES. � . � B�� '� .,�\ 1 FURTHER CERTIFY TNAT THE lMPROVEMENTS UN TNE AkiUVE DESCRIQED PARCEL ON THIS DATE, V'��� �N�RNOUNTA/iy a' SEPTEN6�R 02 , 1994, EXGEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES DEV. S[/60/V/,s/ON ' OF THE PARCEL, EXCEPT AS 1NU1CAIEU, THAT 1HERE ARE NU ENCRUACHMENTS ON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY AUJUINING PREMISES, EXCEPT AS SHOWN, AND TNAT TNERE 1S NO APPARENT EVIDENCE OR S1GN OF ANY EASEMENT CROSSlNG OR,BURUENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. , , ' � DATE - S [�►T 1�`"^ bt�l►— I "��J 9Q7 BY , - 174� - NOTICE: Accordiny to Colorado law you must carnence any leyal action based upon any defect in this survey withln TFREE YEARS after you first d�scover such defect. In na even�, ma�-an� action based uNon any defect ( in this surve� be cam�enced more than TEN IIEARS frcxn ti�e date of the certTfication snown here�n. -�.� _ ��� - " -�ya . . BACKLUND LAND SURVEYS - ���� P 0 BOX 614 ''�""`` FRISCO, CO 80443 PHONE (303) 668-3730 ,i' , { 9877-2 �� � - . , - - � - - - -�----.-,-� � � , m;,�-�+�,�,-�--- m�- - ��F,�s,�„�.�.�.,.�., �.A.,.=...�;.--.�-�¢;....,�^.,..,.�,,,„— E;;s,i"""""°" ,.�-.,�,�,..�....,_;.;..,..-a;ra+--"�o�-�+*4a+-;-�x.�,,..,A=.-a,-.m-"-.�,-.,,,.�-.�M- „ ..,• , - . ��"�'°""•-;,,.....Am-�,.�....�-..-T-r,-.�-..,.�_.�.:*,�..-��-.T. ��-°'---"""-^� .r�� ---^.e..�-.._ �-•A.rr*�v-_a,.+o�_.._ ...""""y..t,-..,..�..�,.........N�.-,-�., ,� ,�„T.�-3,�.P..e,.-.......�...��.e....,,a.-;..;�.T....,-...-...a:�`n,'��::�` � \ , - a , .. 4, ` , r r ' F _ , , ` ,. , ,��,,,, `^ ' ^ t+q,..�.".`-a''�A„',.'1���� T_ �-r: _ ,.' ' ' � � � � � ,ap i ��'� ' ,_ , ,, • . � ,; � , ' �i ' y i , + > � _, " , ` .,� �� 7�„� M�. ' � 1 .., . , '�i „ � . r � ' . . ° i ' , � _ ^ i .. * . � y � . � ' 3 "�r�,�., �r � . s � ,1 �` `• �i, > � ' , .� _ , . � . ^ , . ' .. . _ " s `+a.vyF.n,�,,. 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COLS CONSTRITCTION INC,, A CO'LORADO � {��y� CORP4RATION AND TRAIiERN INVE3TMENT3; LTD., A COLORADO CORPORATION; BEING THE ' SO�E OWNERS IN FEE SI.MPLE OF ALL THAT RSAL PROPERI'X DESCRIBED AS FOLLOWS: � � � � NOTES - - � r j - I D O D O � M p � D � n D �I p " A TRACT OF LAND BEING A PORTION OF VAIL INTFsRMOUNTAIN DEVELOPMENT SUSDIVISION, , , @ , � ll U�� � � �V O �D O U V � � SLOCK 4 AS FILED FOR RECORD IN BOOK 218 AT PAGE 82 UNDER RECEPTION N0. 113672 i� � � O F O U N D C O L O R A I)0 D F�. O F H Y G H W A Y S �1 4 N U M E N x . Y N T H E O F F Y C E O F T f i E R A G L E C�U N T Y C L E R K A N D R E C O R D E R, A N D A p A R C E L O F L A N D i •d FOUND ST$8L PIN / CAP, L.S. N0. 10847 � �� �� p p O[�`� p Q(� O � V Q� � � L I V���U V U O V U V�Q� U V D L�d� [�O p M�[�`� LYING SOUTH OF INTERSTATE HIGAWAY 70 AND NORTIi OF SAID VAIL INTERMOUNTAIN � �'.C.�. - - P R O J E C x C O�f O N A R�A b � D E V E L O P M E N T S U B D I V I S I O N, �L O C K k. S A I D T R A C T Q F L A N D B E I N G M O R E P A R T I C U L A R L Y I , G.C.�. - - - CENBRAL C�II�iON AREA �� � D� V �� �O U V� � �O�� � Q U V D Q �O� l J �O U V O� I J U U � �� � �� � BEGINI�TING AT THENORTHEAST CORNER OF LOT 2, SAID VAIL INTERMOUNTAIN DEVEI.OPMENT � SUBDIVISION BLOCK 4, THENCE S b2'26'10" W ALONG THE NORTHERLY LINE OF SAID VAIL � L.C.E. - - - LIMITED COA4tON AR.EA �(����O(�(� 1��0 �O [�' � 0 0 � o p � ��VJo /{ �(U� Q (7o n/•1 o xNTERMOUNTAIN DEVSLOPMENT SUBDIVISION A DISTANCE OF 368.24 FEET TO TIiE TRUE ' � QF - _ .. FIRBPLACE L5 u�� ll�_� � v v v i.i�� �r u�iu � . � „ �� � ` ' � ^ �n � �O n ,�^ n�� ^O�O�� D O YOINT OF BEGINNING; THENCE CONTINUING S 62 26 IO W ALONG SAIb•NORTHERLY LINE - MaST LOG WALLS ARE b 80 F��j'- MOR� LBSS ��� �� U�n��� « � OF VAIL INTERMOUNTAIN HEVELOPMENT SUBDIVISION A DISTANCE OF 124 76 FEET; TIiENCE �� � � U I 3 L$S S O T H E R W Z S E N O T E D � � � �r�� �� ��V 0 v 3 7 3°4 5'S 5" W A D I S T A N C E O F 7 2.4 6 F E E T; T H E N C E N 4 9'2 3'2 1" W A D I S T A N C E O F , . � LZEVATI�NS BASED ON U.S.C.S. SEA LEVEL DATUM ANll � . P L A N N I N G C O M M I S S I O N A P P R 0 Vi4 L 118.00 FEET; TIiENCE S 42'31�08" W A DISTANCE OF 164.88 FEET TO A POINT OF � ' REFERBNCED TO THE TOP OF MANHOLE EI,EV. 7826.98' / ZNTERSECTION WITH THE EAS1'ERY.Y RIGHT-OF-WAY LINE OF RINNIKZNICR AOAD, A PLATTED ' � BEARING BASS TAICEN FROM RECORD PLAT OF / T�iIS FLAT APPROVED BY THI� VAIL PLANNING COMMISSION THIS DAY OF $8 FOOT WIDE RIGHT-OF WAY IN SAID VAIL INTBRMOUNTAIN D�VELOPMENT SUBDZVISION; ^ THENCE N 43'09 48��W A DISTANCE OF 164.9'� F�ET ALONG SAID EASTERLY RIGgT-0E-WAY ! VA�L INTBRMOUNTAIN DEVBLOPMENT SUBDIVISION + �9 • LINE OF KINNIKINICR ROAD TO A POINT OP INTERSECTION WITH THE SOUTHERLY RIG�T-0E- ' � WAY LINB OF INTERSTATE HIGHWAY 70; TBENCE NORTHEASTERLY ALONG SAID SOUTIiERLY DATE OF SURVEY - - APRI�. 22, 198J. Fj3 , RIGHT-0F WAY LINE OF INTERSTATE HIGHWAY 70 FOR THE FOLLOWING TWO COURSES: , , ,�a. �� � , OWNERS: S.H. COLE CONSTRUGTZON, INC. � ���N 1) N 58°1I�06" E A DISTANCE OF 296.24 FEET; A COLORADO CORPORATION �� � , ; � � �Q� \ 2) N 59'10'09" E A DISTANCE OF 74.53 FEET; � TRAHERN INVES'1'1�fENTS LTD. f� o\� ' ' � � oj r THENCE S 42'S3'07" E A DISTANCE OF 261.99 FEET TO TIiE TRUE POINT OF BEGINNTNG, � A COLORADO CORPORATION �`,�r Ny THIS PY.AT APPROVED $Y �HE BOARD OF TRUSTEES OF VAIL, C(�LORADO, THIS C013TATNING 72650 SQUARE FEET OR 1.668 ACRES, MORE OR L�SS; 2938 SOUTH FRONTAGE ROAD \� DAY OF , A.D., 19 , FOR FILING WITH EXCEPTING TH$REFROM A TRACT OF LAND BEING A PORTION OF THE SOUTHWBST ONE-QUARTER - -- VAIL, COLO�ADU 81657 � � ' s ' THE CLERK AND RECbRDER OF EAGLE COUNTY AND FOR CONVEYAICE TO THE TOWN OF VAIL OF SECTION 14, TOWNSHIP 5 SOUTH, RANGE 81 WEST 0� THE SIXTH PRINCIPAL MERIDIAN, � ' ��v , F� FAGLE COUNTY, COLORAI30 AND LYING EAST OF INTERSTATL 70, (FROI3TAGE RQAD). SAID � /�� � S OP THE PUBLIC UEDICATIONS SHOWN HEREON; SUBJECT TO THl PROVISION THAT APPROVAL TRACT QF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: � � / �?. IN NO i1AY aBLIGATES THE TOtJN OF VAIL FOR FINANCING OR tONSTRUCTING OF II�lPROVE- � � � �� i �� 0�, MBNTS ON LANllS, STREETS� OR EAS�iTS DEDICATED TO THE PUBLIC EXCEPT AS SPECI- BEGINNING AT T1iE INTERSECTION OF THE SOUTHERLY RIGflT-0F WAY LINE OF SAID INTERSTATE 70 N J� ) � / � FICALLY AGREED TO BY TIiE BOARD OF TRIISTEES AND FURTHER THAT SAID APPROVAL SHALL (FRONTAGE ROAD) � AND THE EASTERLY RIGHT-0�'-WAY LINE OF KINNIKINICK ROAD, WSENCE TEiE p , \� 2 p� D � IN NQ WAY OBLIGATE T8S TOWN OF VAIL FOR MAINTENAI4CE OF STREETS DEDICATED TO THE WITNESS CORNER FOR THE WSST ONL-QUARTER CORNER OF SAID SECTION 14 BEARS N 44'16'l6" W -� /� 2°�6 2�2 �� 1r6 PiJBLIC UNTIL CONSTRUCTION OF IMPROVII�NTS THEREON SHALI HAVE BEEN CQMPL�TED TO 588.57 FEET DISTANT; THENCE N 58°11'�6" E ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE 0� -° ,� l J � yU,�, THE SATISFACTION OF 2HE BOARD OF TRUSTEES. INTBRSTATE 70 A DISTANCE OF' 175.00 FEET; THENCE S 35'S5'Q6" E A DISTANCL OF 65.00 � � • FEET; THLIdCE S 53°17'26" W A DISTAPICS OF 164.42 FEET TO A POINT ON TRE EASTERLY � .' RIGHT-UF-WAY LINE OF KINNIKINICK ROAD; THENC$ N 43°09'48" t� ALONG SAID EASxBRLY � �� �/ MAYOR RIGHT-0F WAY LINE OF KINNIRINICK ROAD DISTANCE pF 80.4�3 FEET TO THE POZI3T OF BEGINN21�3G , �.��C�� s 60�06 SQ FT , 2 �1�'TEST: CONTAINING 12244 SQUARE FEET OR 0.281 ACRES, MORE OR LESS; `��%•• v�so I . 337 AC P C E ��+, S/ TOWN CLSRK � LBAVING A NET AREA OF 60406 SQUARB FTET OR 1.387 ACRES, MORE OR LES5; �"v� v � s \ •�`9� . . D�E�SIGI3ATEBTHEPSAME AS VAITL INTERMOUNTAIN SWIM BANDVTENNIS�UBSCONDUMIN�IUMSN PHNSE II� s s, � BUILDING B, IN THE TOWN OF VAIL. COUNTY 0� EAGLE, STATE OF COLORA,DO, FpR PUBLIC USE , ` O�'O��' . � ti'.`� ,�2 _3 THE STREETS SHOWN HEREOI3 INCLUDING �VENUES, DRZVES, CDURTS, PLACES AND AY.I.EYS, THE � �- ' � `� ` �� l �UBLIC LANDS AND DRAINAGE EASEMENTS SHOWN H�REON FOR IITILITY AND DRAINAGE PURPOSBS ; � Oro � (G� , ti`�� ', ;�� `''� - _,` �, ��:� ONLY; AND DO FURTHER STATE THAT THIS SUBDIVISION SHALL BE SUBJECT TO THE DECLAI2ATION , o�\ � Gq` ?' '' } � ?• �"�s?�•, ,,�� �� FILED AND RECORAED FQR TIiZS SUBDIVISION IN TIiE OFFICE OF THE CLERK AND RECORUER OF � � . $ 4 � °� J��` ti'� N� G 2 - ' BAGL� COWTY, COLORADO AS DO�UMENT N0. � �FJ \.�FJ' � �'�, �2, s �.� _ ti ,� , EXECUTED THIS DAY OF � , � � ��.' �\ :l 4, °..,; p �OQ` , 2 �`r'�- - u'�,�, �'J� 'L`t' �� 6 \0�.�1_,/ �' , A.D., 19 . /V � EXCEPTION TO PHASE II , ' ' : , , . , 12244 SQ FT � � ��, �,�� $� � 6ti � 56`L�Z Za S.x. COLE CONSTRUCTION iNC. , A COLORADO CORpORATiON \� � .�\� / /�6e Cn ��.• 1 t� 0 2a i ac. a2 �' a � �ti`�� �� ��ti�' �' - , , \6�' / 6 c� `,A � `�. a' � S.H. COLE, P12ESIDENT 1 ti / �c ' 'l � c�`'�.?�,�`-���21 �O � G��N�NG TRAHEBN INVESTMENTS LTD., A COLORADO CORPORATION � ..� . ti, ,A��� '• �2�. J � P C E � .�RV gE , . �6 / oF - ' _ �� �26 tiq ti�` ` �o ^� �� �2�`� T. CHARLE3 OGILBY, PRESIDENT . � 'l 90 ' �, " "`�,�;w` \'� '� ro � -� I, �F�'' ��°� �'�. " ,�` , , A�,,, J.�ti'�' \ �� / . � � f' � � � ' �'"' R � � � \'`� /PS��� � � N 0 TARY C ERT I FI C AT E � - �' ` : , F3 � ..:^ �L �,�, ` .� � �. `� �,� /�E � ,, .T1 , ', � - - ��v� p9� � a� ��,,,' ` ��C�� _ �� i�� �'� �\�' STATE OF COLORADO ) i / S7 � ;;��Z' i� � ?J� v /SE�N o 2 ) ss. ` `I �n ��''. � �•c�'� �� �� // �^ pk� ��, � �j� / l� COUNTY OF Fr4GLE ) � � � , � \ � a '' �L�i c�\�'r`�, ,^\ ; �`�\ 0 , �o �� � �6� � ` i� THE FOREGOING DEDICATION WAS ACKNQWLEDGED BEFORE ME THIS DAY QF , ` ' O �.�; / ��f;�� �� � .� ��\ �� �,, � ,�w/�� � � J A.D. , 19 , BY S.H. COLE AS PRBSIDENT OF S.H. COLE CONSTRUCTION INC., A COLORADO F � SF � •�e� ��� i� �`. `� �� -r °45� / � CORPORATION AND BY T. CHARLES OGILBY AS PRESIDENT OF TRAHEIZN I13VESTMENT9 LTD., A A ,•:.; � ,•� i , � i c,� 3 � �, i� �`9X� sj, .c���'� �� �; . ��\ ��` �i � ��j � COLORADO CORPORATION. /�1 `! ���,cY� �� `� �� �� 7 y� ; �> � � � / WITNESS MX HAND AND OFFICIAL SEAL ; ��/,1 �� �c��'���� �� ��, ��`. �i / �'� '�--- -�... � NOTARY PUBLIC � � �'� ,� �� �„� I MY COMMISSI013 EXPIRES: � c^j �� �� , , �` � I � ' �°'� �'��'���'� �'� TITLE COMPANY CERTIFICATE ; � ,, . . , � � - `�� \�' TRANSArtERICA TITLE INSURANCE COMPANY DOES HEREBY CERTIFY THAT WE HAVE $XAMINED THE i ` �:\ �`� TITLE TO ALL LADIDS SHOWN UPON THIS PLAT A.ND THAT TIZ'LE TO SUCH I.ANDS IS IN TfiE DED- \ � ICATORS k'REE AND CLEAK OF AI.L Tt�XES, LIENS, AND ENCUMBRANCES, EXCEPT AS FQLI.OWS: ' \ ��� /' . 1 t � ♦ � / � �` �i �� AATED THIS DAY OF , A.D. , 19 . a^ � � , � ,4 ' �, ti � � �� �� � AGENT � , TREASURER'S CERTIFICATE , � I THE UNDERSIGI3ED DO HEREBY CBRTIFY THAT THE ENTIRE AMOUNT OF TAXSS AND ASSESSMENTS �„ � V I C i N i TY M A P _ - DUE AND PAYABLE AS OF TIiIS DATE UPON TH8 PARCELS OF REAL ESTATE DESCRI$SD ON THIS , ; � ; � � � % /,� PLAT ARE PAID IN FULL. � � � I �,� � _ti � � , /y �;�� �2 nATED . , 10 ' / ` , ,� / � . � � � � � ' \, ; � \4 � �%o�_ ����(� �( WEST ` � � � ' ' ` � ' � '���c� lt� �:='\ �AIL ii i '� � � ^ ; 'ti `�,'�%,``i'��7 r���' ' . � � S C A L E I = 3 0 TREASURER OF EAGLE COUNTY, coLO�vo 0 15 30 60 , � RA:LE F.�: .,,z �l�E � � � � " ��='�� � SURVEYOR� S CERTIFICATE � " ` ' _� ---------"--- `J J� ; ----�,, i���I � �,�--- , 1� ' _ i � � , � -� � � �-- -- � --_---� - - ,� � � �_-- --�; , � �� %� ��, _ , I, RLCHARD A. BA�CIQ.UND, DO IiERBBY CERTIFY THAT I AM A REGISTERBD LAND SURVEYOR, � '� � � ' �I � LICEIS�'D IINDER THL� LAWS OF THE STATE OF COLOIi�1DU: TtiAT THIS CONDOMINIUM MAP FQR ' � � \ � ;-j �/� �_ ' %1 �� VAIL ZNTERMOUN',�AIN SWIM ANA TENNIS CLUB CONDOMINIUMS PHASE II BUILDING B SHOWING � ,; , , �5 , _,, jyJ� %,�.: ��4 - � i � � �3�-- z� >URVEY WITH BUILDING LOCATIONS AND IMPROVII�SE'V'i TS, UNIT DESIGNATIONS, DIMENSIONS CLERK A N D R ECO R DE R S C E RTI F i CAT E ,�-, 1 � o�%!y -�"�'/�''t11L INTER�QOUN7AIN� � � `, ANll iLEVATIONS, CORRECTLY DIIPICTS TEiE LAYOUT. MEASUREMENTS, ELSVATIONS, LOCAfiIONS, THIS PLAT WAS FILED FOR RECORA IN THE OFFICE OF THE CLERR ANb RECORDER AT I --r �5,���i'y:,%, ��=- ___...�suBDI�1,Si,oN w��,(t ANa DIMEISIONS AND UNIT DESIGNATIONS OF ALL THE IMPROVEMENTS KNOWN AS VAIL INTERMOUNTAIN � �� � ''t/�l— ; ' - 1t3� S • 0'CLOCK .M., A.D.r 1�..� � � , y�,�%�� Y, � RMau�-fA oM�N�uM � SWIM AND TENNIS CLUB CONDOMINIUMS PgASE II, BUII.DING B. i ' }� I �� J j��GRE�� , ', `� ���N S��UB �QN� IN W[TNESS WHEREOF I HAVE SET MY HANb AND SEAL THIS DAY OF , PREPARATION DATE 4/21 /81 AND IS DtJLY REC�RDSD IN BOOK AT PAGB . � , , � �� � .- , E � ��f ��� r�G�Rfi ' '-- --'= �- -------!�� — - - I9 . ' �a,Y\i -;f-----t--�--"�" ��� , \ -�, MAP COMPLETED AFTER CLERK AND RECORDER ` � ��-'�, � �', 22 �� �t ' ` �, 23� 1 24 SUB,TANTIAL COMPLETION . OF JNITS. R I C H A R D A. B A C K L U N D � - ,�-�-`��'�'\`_,`.\ , ; T 5 S , R e I W 6 P M -� � COLORADO L.S. 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