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LODGES AT TIMBER CREEK UNITS D24 & D23.pdf
f 1a�GE LOG W � �i I I c � i� � �) I � � % L O � u �� '� jl � ' � ' �I � � � , � �� o F` I: � T � . ;i ii I I I , y � � :� �' o � E I O � � �, i� � � � � � � , , { E ! � � , � k � ' I 1 f' I, � sEmr�o �ooe � � O m � k, , a; � r i �� W � a gf �I � �o a; � I z . �, � .r.� °' � , � �� o �� � � d � ` a� � � .� r� noon � �.1._ " I � I � I `� ,` n�� '_� e I 4 l I � d� I I ` �% f / CARAGE FLOOR I r SOUTH ELEVATION �%�! - � ` - d II Y 0 ,�i� � � '��' �= ". ;��- �=- �.: __ W�/ QN �' E' ` � �`` F s ` . : ' 1J... Ll� � t.,� � _ F - - , . 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L4CATED ON BO7H SiDES OF ALL DOOR AND STRIi� GERS A�JD LAG �30LT TOG�THER W/2- i /2'� COUNTEi�SINK SCREWS 1HFtll - � . : • ' �. . ;. .• : LOG ARCHWAY GPENfNGS. T T X 8" LAG BOLTS PER TREAD. O NAND RAIL O 24" O. C. 3 � ! , .: � . � : 4; : :�a , :: . � ' ' a� " ' i � . . y . � 3. 2X6 R�DWOOD SILL PLAi�. SE�L1kE , 0 34. 8 DIA. LOG POSTS. . cotvcRETE wiTH 1 j"L � DlA. X 10� ANC.U�t 35. 8� ClA. LOG LRNDING SUPPOFfT. � , ' � � ; � i � � � BoLTS AT 4' - 0" a. C . OR v�► TI; �W i2 ' OF E�vD OF PLATE. 36 . PROV� DE SOUD BLOCriIraG BENEA7r� LANDIraG � � T 4. , 8' THICit COPr :;ftETE 6ASEMEtJT WALL WITH SUPPC�RT POST. � �. SASEM EN T WALL ; j . ! .. . ..1.. � � S AT 12 O . C. VERT. AP�iD �4 S AT 78 O. C . 37. LOG Lr",P� DiNG 8tAh1. � STANDAF2D LOG RAl �1t�lG SPINDLES � 8 � $ ! e I , 8 / ^ � � HORIZ, W/ GR VY;"OUT STONE VENEER. 38. 6" X 3' L0� L:+NDING PLAyKS BUILT TOGETHER I W OPENiNG BETWEEfV � 4' AdAXIMUM SCALE : J� 4 �x = � � - O *� , v , � 5. �4 L- SHAPEO GDWELS AT 12� O . C . WITH Ah� L� T iNTO �OG WALL TO FORrd LANDING I f � ! , � . 9" HOR{ Z LEG AND 3' - 0' VEkTICAL �G. P!A?�ORl,� . � ; � � � �-�-� 6 . SHEAR KEY FROM 2X4. 39 . CAULK OR ChIf� K .101NT. i � 7. ;3 TFiICKN �S� '_ �JF CLtJ IIt� u0U5 tiLUCKING. 4�. 3/4" it� SULATlUN SH�A1HlNG liUAKU. � . � �'- p' � /^1 8. 8' THICK CONTINUOUS CONCRETE FOOTING 41 . GALVINIZED METAL FLASHlNG. � � u WITH 3- �4'S CON �1NUOUS. 2 - �4 ' S A�' STE�IWALL 42. 19' - � 4 DOWELS O 24' O. C . . � � � � ^ � FOOTING. 43. 2X10 �LOOR JOISTS 5E7 ON 2X6 �RAME WALL � � � � • �.J 9. 4' TFi � C1C CONCRETE SL:,[i W/�j4' S O 18� SEE FRA�AING PLAN . c� ! cn o • � � O. C. E. W. aR 6X6 /10X ] a w1M�1 . 44. LOG t� AILINGS . 3� TO 4' �IA. LOG ftAILS LET INTO w � ►� Q � 30. SELECT, ST�tUCTURAL FI�L COMPACTED 8' GIA. LOG RAiL POSTS. 1 1 /2" TO 2" D�A. �OG I � = w � TO 90� DENSITY. SPINDLES O 5 7 /2 ' O. C. °OI � o � , EXTERI OR FRAM E WA �L SECTION W � 11 . COMPACTED 5U8 - l�RAuE. � a 12. CO�� PACTED BACKFILL. ° �` p + o „ , „ _ � 13. 4" DIA. YERF"OKATED PINE DRAlN SYSTEtd : I � �' ((��Tff] � SCALE : 3 /4 = 1 - 0 ARQUN [? PERIMET�:K UF- Et� 11kE �-OUNUAIIGN . ,� � � o \�`��J/ 4 � �" � �' • f'KOVIDE POS1711/E GKAII� AG� �LUI'E �f� D EXT�ND I �'� � P1PE To DOwtdHILL ExIT Far� T. PROVIDE � IN . , z � I I COVER OF � 2 " OF PEA GKAI/EL AROU►�Jfl P1PE . I � � � I 14. WA7�RPROOrING AT A� L BELOW GRA� E 1 += � � au I DATE ISSU �D CONDIT� ONS. WATERPROOFIP� G SHALL BE PRO7ECTED � FROM DAMAGE D �FtING BACKFILLI�IG. � 24 FEBRUARY 1994 � 15. 3 /4" EXPANSION JOINT FiL1ER l�AATERIAL. � � � Df� AWN BY: 16 . 6 ' THICK CONCkETE MASONAHY UNITS. TIE I i To cor� c�t�e wti� w/ caRkucA �o wA� �t �s � .,.� . � LARRY BAILEY AT 16 ' O. C . VERT. 3c 32" O. C. liORIZ. � v / � � 44 REV1SlONS 17. FIELD STONE �tNEER . TIE TO BACKJP WALL � �-� Z � � � WiT►i CORRUGATED wALL �i �S AT 16' O . C . VEftT. 32 a J � ' � i� :.PJL � 2� O. C. tiORIZ. � ! � Y . 18. FINISH FLOUK 'I�� G AS SCHEDULED . � ����, � 19. 3 4" T dc G PLYw00D SUB - FL�Ok . NAIL AND • 37 0 � . �� � � � ,V"�"" � cLUE To .�o� srs. 3s o ' J ±!��� 20. PRESSURE T�EA7EG KIt�A .i0� 5TS r, NCHORED � I 3 � IN CONCRETE WITI-I 1 /Z" �IA. X 6" ANCHOr� BOLTS 5 � � ' � � Q � � � � � �.� � � �4' - 0" O. C . Ritvl JGISTS SHALL 6E SAME SIZE AS N 32 � - ADJACENT FLOOk ,iOISTS. -- 21 . FLO�R JOISTS �N S1MF' SON JOIST HANGERS. . - - 2 ' � ^ �� * j ` � � i - - F3Y.......:................. ------------ DATE�. . 0 - SEE FRAl�lING PLAN FOR S; ZE AND SPACING. ' 22. CEIUNG ANG WALL FiN1SN AS SCHEDUIFD. ' • � • �=�--------__ . .. ..._. _ � 3. �AT zX4 STUD �UkRING AT 24- � .�. �] , H A I� a R A I L D E TA I L A T S TA I R . � _ ��HE�T 24. INSTALI R - 8 iNSULATI�N BATT BETWEEN FURRING. 25. WOOD BASE . - 26 . �4 L- SHAPElJ UU 'r+ELS AT 24� O . C. 8- Ho�, Z. SCALE . � � � _ � � " � �� � 3�- 0� UNLES5 I.EG AND 2�- 0' VERT. 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I € - � . . � P � ST & BEAM 0R PONY �11ALL g ��- -- - -- -- ��; - � SCALE : 3 �i � „ � � ' -- p „ � . � . . • � • 1 , ,�.� • .,.� ......,� - .�� . • � ' . . 4 � ' . � ; ' � � . F. • � ` � € �✓J � � � �,� � � � � l � � � � . ! LJ ' � ! .R . � � . . /. . ' • � � � �' rJ : � � � � . . �� � � � . • r1 � . � , i � `� � � . � ' . � . • . • ' 4 . � • . ' ' . ;- � . . . . , � -w � � '• I � , � �- -- � . , � +�-� --+---+ � .- . z�- �--- -� _ �-. ' . '_-T .- -�--+�.. _ �_ yT4 � i . � Y� : -�� � �.�-�-�- : . , , . � . � � - - ,-��� , � . • � , . :� `/� �x , J 17_ � • ��n_� � ' ; U " / /,\ ���- ,I\ • i ' ,�e � � � . ' �`• �' ���\_/ / '� ,� � f� � T�� �i ��� /'�� ��� X /'�� .�/� • ' � � � ��� � --, �,-= �`r-- '-r- -;�- � '� �`� I 4 � .' � � � �� � � �`_T`_,� , , � , . I � , � � , , j � � i � � � i ; � j � i i ; � � ; . . • �- - �._�_.� _____ � � � :� , . �: : . � ' I , i � � � �� ! j I I � � I ! I . �� � • �• �� • i \ � � r � 1� �1 ---�---�_.� --1_---1----� i � I_��-__l. .. -: -.--1- .-�-�_.- I � � I L 1 1 . • ; .i. • � • • .a ` �/ �� �. � � j ` , 8 • • .� . . T •� , �' � I ; � � !, � �'�/ � ! � . St� Fl7 �ll� :l . � � ' /� � � � ; � �PLAN � `, �-- - -- - - - - ,� � � I � � il._ \ � t 1 : � , � { � � , ; � � � s � ; � � F� � _ 3 � o � � ! ' � , � \ � 1 � � � ; � I 2 � � � • , ( ; � � � � . � -r �- GARAGE SLAB C� GARAGE Q � OR � �� j � � � . SLAB F00 , I N G , �- � � ; . � SCALE : 3 / 4 " = 3 ' - 0 " SCALE : 3/4 " = 1 ' -- 0 " �- � ; � �-- � � � � � ` � Q ¢ , . �� � � _ � � � � � � � � o � z � � � � � � = t � � � NOT£S : QETAILS ¢ I O �' ; . � . % ! � °�, ; � � � !LJ : V = } � � . -- - - - --- -- - - - - --iv� t . � 0" AVG. DIA. LODGEPOLE PINE �OG WALL 20. 2X6 REDWOOD DECK. SECIJRE T4 JOlSTS WITN 2 - 3' BRASS J � a ! 18 � � � � 2. FLOOR J01STS ON JOIST HAiVGERS OR OiV FRAME WALL DECK SCREWS PER BOARQ AT �i8` O. C. ,,, , � �`- � � :� �� ' SEE FRAMING PLAlV FCR SIZE AND SPACING. 2l , LOG RAIL{NGS. 3� TO 4` Q1A. LOC RA�!S LET 1N �0 8� DIA. � � o` w � � ,� 1./ ��` � 3. 2X6 REDWOOD SILL PLATE. SECUR� TO RAIL P4SYS. 1 l /2� Ta 2� �iA. SPk�ibLES AT 5 7 /2� O . C. i v ' I � � � � � CONCRETE 1MTH t /2' X 10� AiVCHOR 22 27C6 WOQD STUbS AT 12" O .C. �OAD BEARI �VG FRAhhE WALL. ; . � I � � Q � 80LTS A' 4'- 0" O. C. 23. WOOD BEA�A. SEE �RAMING PLAN FOR SIZE. � z � � - � .. � 4. 8" THlCK CONCRET£ S7EMWALL W/ �4�5 AT 24" 24. WQQO POST. SEE FRAMING FLAN FOR SIZE. � � . , � • : 1 `� ° � � �_ O. C.E. W. . 25. 53�1PS�1 COLU �,AN COiVNECTOR S£T IN � u, ; ' � : � ' � W � -- -- - - -- - -- -- - - - - - -- - -- - -�2E� 5. #4 L- SHAf�ED DOWELS AT 12' O. C. WJTH CONCRET£ FOOTING. • ' � � � ' • : : � 9 " HORIZ. LEC AND 3' - 4" VERTICAL I.EG. 26. SPIKE 9ASE LOG TQ WOO� FRAMiNG AT 4'- 0" O. C. � �� _ � _ . fi . TF�i1CKENED S�AB BEAM W 2 - ` ' � � + �_ / �4'S CONT. 27 . � 3 1NlCKNESSES OF' CONI1�iU0US B�OCKl �IG. � �'` ' ! � > � , , IN SOTT4M . 28. DOUBLE 2X6 Pl.A7E. j � � . . . � . . � � ° � ',• ' � - � ' �� --- - -____{ �' 7. COMPACTED BACKFI�L FROM ON SITE 29. 2X1 Q BLOCKING. f- � . : . �� • ; ' � t� � � � � EXCAVATE� MA�'ERlA�.. FiLL SKALL 8E - 30. 24' X 24' X 8' GONCRET£ FOOI�NC. o ; � ; � � � � � � � 1NSTALLE� IN fi' IIFTS A1�J COMPACIED 31 . 18' x 78" L SHAPED DOY++ELS � 24' � .C. � ' � � ' ^ - �" --- - - - - - - - -- --- - - _- TO 90Z DENSITY. 32. WALL AND CEJI� NG Flf�i1SH . �.•. L � i - � r.� ' °: � � � � � i� n i � 155UED 33. 1 A� dIA. L�G POSL � � i � � ' 24 FEBRUARY � 994 ' '� 8. 8" THiCK CONTINUOUS CONCRETE f00T1NG � v � . � � ' .�,. �-_� _ _ __�� YNTH 3- �1'S CONT1NUOl1S. 2- �4'S AT STEMWALL ' z ,�., ! - : �' � � � I \ w i • .• �• j DRr", '�'!t� HY: � � j � � \�_.. FOOT]NG. � � � o � , , . . � t � � 4� s. a THICK COlVCRE7E SLAS W/�4 S O 18 0 � � , � _ARRY BAILEY � \ �_ O. C. E. W. OR 6X6 '10X� 0 1KWM AtJD 9' X 9' U + � � ' � � .� � � �'�. �- _ �7 THICKEf+IED EDGE. / � � � + `� •� .� � � � . � � � � � ' �� � 10. SELECT, � � � , \\ STRUCTURAL FILL COMPACTED I . .' .. '' , . I � � �.WZJ � TO 9�9. DENSI7Y. i � � . .: . :. 1 .� .��� ! \ . O . . ,� �� �� � 1 . COt�PACTED SU8-GRADE. � � � ` � ` � - --- - - -.,Z�, 12. COMPACTED BACKFILL .I . ' . . - -� . . . . . ; � i �\ 13. 10' DIA. CONCRETE PIER WITH 1 - �f4 DOW£L �` � � �� / �� � � ` ,�� { ' , IN CENTER W/ 9 HORIZ. LEG AND EX7END i � �____� � � �r �,� -� � � . \ 8" ABO� TOP OF PIER. � �� � � � -. 14. 10' DIA. LdG C4Ll�MN 1NSTALL O!V CONCRE7E PIER ; �, � - � - - � WITH CENTER MOL£ 70 F1T SECURELY OVER EXTENDED � � +� : �, , � DOWEL FR4M PIER. � I ��..............,........� l "� i � C - --- - . � ; � - w . ..,. _._._..'�"""'D/�TE... . .:�_ , !. 4 1 1 5. 3/4" E X P A N S I O N F I�T E R M A T E R I A L 1NTER10R 16. PRESSURE TREATED DECK BEAM . BEAM SHALL BE • ,. _ _ :�,�.k., .- . , -° -, t,ti,,- ",_,:-,�-��, •� � . NQTCHED fN70 LOG COLUMN AfVD BOLTED IN COIilMNS y f`- 6 LO �1 D B E � R I N G FR A M E WA LL ►� TM 2 - 5�8- °� A. TM�� �°�,�. S�E � A��" � P� � F O R B£A M S i Z E. �J D E C K F 0 a T 1 N G & D � C K D E T A 1 L � ' 'r , " � 7. DEpCR SJOISTS QN .f0lST HANGERS. SE� FRAMING PLAN � , . � � � �� � � �: �. �, ! 't : 3 / � = 1 - 0 � � �. FIfJiSH FtOORiNG AS SCHEDUL.�D. � - SCALE : 3 4 " = � ' - 0 " � ' 19. 3/4" T dc G PLYWO�D SUBFLOOR. NAtL. ANO � • GLUE TO JOISTS. " � ���.....r.. < - � . ' . . , . _ , ' 1 " ' , . - . _ � . . . . ,. - . � ' ' r � ' . ' . • ' '`� • � - . . . , �. ' � - , • _ • . w . . � � � , �o,� : �� U� 1 . 10' A1/�J2AGE DIA. LODGEPflLf PINE LOG WALLS. FLdOR 30. F1XED GLASS 0#� WiNDQW AS SCHEf?UL�Q IN �gG Bt1CfC 32 � 31 � p � � � `�.. J015TS, ROOF PLlRLWS AND RIDGE LOG. FRAUE � 2. HEAVY BUTT, SPL1T CEDAR' SHAKES OR PR�-PANEL METAL 31. ENTRY DOOR. WOOD ANi� �AETAL ADJUS7ABLE THRESHOLD . � � g � ROQF SYSTEM OVER BI7iJTHANE MEMBRANE UNflERLAYMENT. SET 7HRESHOLO SN FULI, BED OF MASTiG. ; j � 3. 5 8" CDX �LYWOflD RODF �ECK. 33 O � � O � 32 REDW00� SILL PU1�E. Cll � BACIC STANdARD 2X6 PLATE 22 4. B�OCKiNG. �IAKE 1 /2" BELQW DECKING FOR AIR F�OW OVER. TQ 2X4 AT DOOR. , � p � / "�' S. MEFAL ROOF EDGE �'LASHING. 33. GALVINlZE� METAL Sltl FU1SHiNG, O ¢ � I �� 6. S lC4 ROUGH SAWiV CEDAR FASCIA CROWN. 34. OAK THRES�-iOLQ TRIM. - 34 ` G+% � �27 4 1 /2' 7. 1X12 ROIfGH SAWN CEDA�2 �'ASCIA. 3S. 1 /2' ROiJGH SAWI�E PLYWOQD S4FFfT BOARD. J ! p Q � 2a _ __ � -- � � e. 2xlQ EDGE FRAMING. AT END ��' RAFTERS, 36. STUFF VOID Ft3LL OF II�SULATf{}N. . . , � 5 38 = Q -� O �, � ---- - 9. l X2 RflUGti SAWN CEDAR SOFf'iT TRIM . - 37. COPP£R FLASHING. � � i' '� I (� O � --�•.----*- --- � , V M _ -- - -- - __= _-_--- - - --�. - �� . �- 10 . 3" DIA. SOFFIT VENTS O 4'-0" O .C. PRO1/IDE VENIi.AT10N 38. NA1LER AS ftEQUIft�Q. . . =--1----- -- - � ,- � -- ..-- - -- ----- -- - -- . : _. �_ _ _- ____-- - _ � S = .. . �- _ - _. - - _- --- _ - --- ----�t- --- _� � #10LES IN S4FFlT TO ROVID� AlR F10W BETWEElV RAF7ERS. 39. 3 4` X 2` WOOD TRIM. . - . . . � i P � . � , - ' f i ; � i ''� i 11 . 2X14 RAFTERS � 24` O,C. OR 9 i /2' TJl #�AF'TERS o 24' 0.C. 40. 3/4' X 8" ROUGH SAWN CEDAf2 FAClA SOAftD. �• � .' � ; : � ' ' • ' � � � � � � � O � � �. " � �� ' : ? � � i { ; � � � ' i � l J �; ' � TOE NAfL W/ 2 #� fi CC SINKERS Q EACH LOG PURLI{V. 41 _ FIELD STONE VESVEER 11ED TO BACK-l� P WALL W/WIRE ' � ' ' '. � � � ' : ''�: , � � ; , , � ' � � ' � , I � � � { � � I I 12. 1a BATT INSI)LA�ION O R- 30 OR 10 BL�WN !N T� ES o iS O. C. VERT. 8c 32� �.C. NOR�Z. : . + ; : : •. . � . 23 � 9 I� ` i � , �; 39 (y_ N � j ! � ' � ' � ` r / � 1 ' ENSU �ATIO�I (D R- 38. . � ` � � I 42 2X6 HAY f?AFTERS O 24 d.C. lulAJ(. .. • : � . .•, r ' - i I i � i� V' � , ' , I I I � ! ! � I j ! � i � � j i 3. S Xfi TO�iGUE AND GROOVE CEILING UNER. 43. . COMPACT�D BACF(FlLL �� i� I � I ! j � : � � , w II � � � I � I " p� � � ii � l � I I . . � , ! � � � � � 14. 2Xfi TONGUE AND GR �OVE DECK. 44. CONTINUOUS RIDGE VEiVL . 26 �� . . . :, � : . • • !, � ; I � � I � � M 30 ---- :j-�t I i� � , � t " ! � I I . ` � y � o i � � ' n � 1 ' • • • � !' � ' � � , il ; � i � � � ' � I � I � � ; � i � I � il !"i - 15. 5 X 12 LOG OPENfI�iG BtICK. , 4 . . , . , . . � �, � I 36 ;� jl � I �I �,r� � i ; � � "'��,_ 16. 3/4 4UARTER ROUND TRiM. : � � d . . �- ' Q � � �� �'! ill ! � � �� � � � � � � • � � . . � � I w I \" - ' 4 • ' , � • • / '3 � ' � I ' � , � a � 2 �; + . . 3 - 5 , � � � ,� � 2 � , � - i 7. MET�t, c�AD woo� wuvDOw AS SCtiEDULED. � ` . / ! I � I � �.,�.r � � � ' � ; i -L- - 1- . -- -�+-- r- -- - � � i 20 . . '.. • . ' �' '• • ' � � W ; i I I� i , � , •�� , , � - i � ; - 18. INTERSECTEdN dF LOG WALL BEl'OND. . , . . � '� i I ; �� Z � ° ' ' ' �� � I , �I M l9. CAULICED ,i41hlT W POLYETH1f�;IVE BACKER ROD. *' :� . �� . o'' : ' :.' 4 37 �� � ' I I � I ' ;I �- O � i I i � I � � � r �„�,,,� I � � , , ' � � . . , . 3f, , ; � �; � � � � za� �'�i � i i � i � ! ��� II � � ..- j 2a. CHINKED JOI�F � W / IANGUI.AR POLYETHYLENE . . � � � � � ' � � � , ! , 1 ' � � � � ; � . � ' I i � � � � ! � � � - : � 3. � , � , � � _ . � , � : , � , � : � ; � I � , � I I i , � � ;� j BACK�R ROD. . � w � l � I � I � . , , I � il . � ' � : � � � � - . � �: � i � i � � i i 2S . SEE fOU1�0ATiON DETAILS. I i I � � ! � 3 ! j � l ? i � l ■i�.�r:�; i I O I II � f , . . � 22. Flt�ISN FLOORING A5 SCHEDUl.ED. ; ; f � ; � � „ � ? ; ; �, � � ; ' � � � ; 1 �� � ► , � ; 23. 3/4- ��,�aaa s�B- �.00R. - . � 1 . DOaR SILL D � TAiL DQ � R HEAD DETAIL � �' l ' i � � ' � ! I � \. � ' � � � i i ' � y � � � ' „ i �.. , Za. s Barr � �vsu �norv. SCALE : 1 , 2 = 1 - 0 SCALE : 1 1 2 = � - 0 � I , i : ; ( , ;� � I I I \ � j ! � ; � I ; � j � � + , � I 25. FL04R J41STS. SEE FRAMING PLAN FOR SIZE AND FRAMlNG. . 1 � � „ , „ W - � , � I II � ' I ; � �; � , i i � � I � � , � � ' ! ' 2fi . REO WOOD DECK . � � � I � I � ; , i � i ; � , � .� � ; � , � 27. 3/4" CHtIVi( JOINT A80VE BUCK HEADER. Q t . � • � i , � � � � � I I ; ; � ' ' � ' ' � i � II L--,- � � ' � � I 2$. D A D D O i N 3 4" 1 N T� T O P d c �O T T O M B U C K T O W S E T , p! r ` ��-�� - �-� `_- _- .- �-.^ _ i � � SIDE BUCKS! � Z �� _ - - - -- -- � � r -- - - - % �� 29. 5" X 5' X 12' - 45 DEGR�E BAY V�RTICAL BUCKS. ' . � . � �2� � ��'- � � � � . \ ' r_-- ( � � _ -- �. . 3 22 �° / 23 � ------ - - - - - � . 2 _ _ _ ._ .-- � --_ _ . . - -- - - , - -- - � 1 1 1 _ ' � 42 1 � � � �� � � 24 O I � 4 � - .` \ � °O � 2� � � � ' ' W 2 `; . N o 3 �._ _ � W . � \ 4 . �IVINDOW BUCK � NG DETAILS Q � 4 � ? . � 4 � � � � �___�� � 3 : - SCA � E : 3 j� " � 1 . -- � .. . " � � � � !� � - 9 �. � � „� � . . � � � � �_ � _ . SOLT 5 � 12 STANDARp LOG BUCK l 5 i � � � .�\ �;-1, MATERIAL TOGETHER W/ 3/4" ALL- o " i � ` OO 1 ; � � �`: ' , � � � 27 4 1 /2 " THREAD O 1 '-4' 4.C. z • - �\ I � � '� . � 5 20 - -- - � �,..�..._ _��.__ ` ,_ _.. . .�_-- - - . _ _ � -.1 - - - - - -- - ' ,._ __ __ - _-- - -- - � � • 7� SE.E P1.AN 1 g• 1 � I 1 , � � _ - __ -_- --- -_----�-- - _ - _ - g i � � � �..) i 5 ---- ' � � �' � . - ; , , , 28 i - - - - - -- - - - - j , 30 ; � : � o _ _ _ i � t � � + ' ( 1 : � � � i � ; 14 � " � I ; ,; � � � ' I � � iil � � � ! I . 6 � k � . _ _ _ ; , I : � ! 1 1 � � (I � '� _ � � � _ 16 - � , i � � , � ! I ( O � � I , � , ; � � I � . , ! � � � � ' , ' i ' ' ' � I �s��� � � ` ' � { ' � , � i � ! � , , � : � ' I ij ` ; ; � � � � :, , � i ,, , � ; � � , I � � - 1 ; �---- � � ' � i , ( 37 { ' ' 1 � ' � � � � � I �� � ! � 3 � II I I � I � _ f° � � w � i �� ' I � � � �� � ` � ! ' il I � : ! 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FIRE LANE A5 PER Flf?E DEPT. ^ " �r0�2d �{ � � � , a � �__ _ _ _ _. _ _ NATCHED AREA lNDICATES ' ' � �j � � � , , ;� . SNOW STORAGE � �'_= � ; 1 ; F,, ut PArmit � � °% -� = � = • ' ' ' � U . B C . � { � . � - ' � � �. T � perrr : t ar a��roval of plans an�! - � . :,��: ^ �tr� <;� to k�e a permit for. or an � � � - .3 � :•� � : ` ?�y of the provisions of this cotle � � � � � t � �• � =y � �� ��� �� �i{ ihe jurisdication . The issuance ot . 1 SITE PLAN 1 �� = 20� - 0� � �'<: , e� u �,or �;a� s , spec�fications and other da#a shai ' : f th� building officiai from thsreafter requiring the �� "lri of �rrors in said plans, speci#icatioRS ar�d ott�► ' , 'i'� �: J - � r / � � NORTH ;,a� .._ - Town of Vail � _ , - � OFF10E - COPY I A � � Peel / Langenwalter Arc ; ; . r� ct : � � . L_ ; • � - �L � ' ' David AAark Peel. A i A. K .ithv � . - ;t . - • ^ � THE L� DGES AT P.o. 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PROVEDE . - ' HANfl RAILAS PER COD� _ . . . . , a . . d � � d • . , 0 o z . . �� o �� 6 � . . . . a . _ �. 25� _ 2 � 6 � _ 4" 25 � _ 2° � o W � W Q — — — 4 — L � WER LEVEL � � LODGE � D23 LOWER LEVEL LflDGE � a2 c� o A � 1 4 " — � , _ O „ SCALE � 1 j4 " — � , _ � , > �" � S � � E . � � N o w C� U m � - � , � �- p �- z �. . Q Q � open to below open to below � N W � FQR SECTiON DRAWING SEE �HEET S - 3 . / n FRAtuIE STAIR : 13 - 7 1 /2 " CLOSED RISERS FRAME STAIR : 13 - ' 1 /2 " CLOSED RiSERS W/ 11 - 9 ° TREADS AND ONE LANDING TREAD . W/ 11 - 9" TREADS AND ONE IANDING TREAO . Q � . � 2,. � 0 � �/ • w W ~ � = Z Q I N \ DRI � � � DN � ^ r �.� �,, DATE i55UED I � ;,� � 3U C�� TOBEP 3995 � AWN > Y: � & �a} � BEDR00�I 2 BEDRQaM 2 �� � � j cLARRY BAILEY � RE VI 1� pN S Q �- wnRE a�L St�OKE DETECTORS 1�wRE ALL Sr� O�: E DETECTORS � � � TOGETHER AS PEP. CODE . T�GETHER AS PER COdE . � a � ° gq�.{ 2 � BATH 2 � v� VENT WALL FAf� OU �SIQE VEPiT WAtL FAIV �UTS�OE � � � n � i 1 / _ � 4' — $ 5 $" HEIlD ROO�A p 4' - 8 5 8 '� �iEAD ROOM S�+ EE ` � t0 ' - 2.. O � � . ` ` .. �. A � /''� �i((�); L � LOD � E — � 23 — L � FT FLOOR PLAN L4D � E -- � D 24 — LQFT FLflOR PLAN � _ - ��v� # . � . � � i � � 5 RIDGE LGG � ( I 3 V ! .— �_.__� U) �/ � � I 2 � � � � � ! I � I I ! p � { i � � � 14 p Q . J � O � 1 � � � � �� � I ' i � � � V i . � I � � °° � � 5� , s ' � � ' I I � � � � � o � � N �. n � � pr} O a' � a v � 6 � w ' � W 14 g ii `„� K3 � r o W � a � �- , � , z 0 11 11 UPPER LEVEL O � 13 13 I � � ' � � � 4 I � � � � . 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REDWOOD Q�CK 0�1 RE�iWOCD OR PRESSl1RE TREATED DEfK JGISTS . � O 14 CI-iINY� ED JQlNT W�TRIAidGULAR � � PQLYETNELENE BACKER - ROD . W Q �1_ � � RIOGE LOG ( l v � O 3 � J 2 Z � � 3 � � i � E a U 14 � � o � � l i � � ` 4! � . � - i a �,,,_ 0 �. � � Z � EAVE LOG � 6 " � Q - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - v� � �/ ♦ � � N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - Z W � � o � _ ��, � � /� 11 � 4 � � �\ y ,, I _ O O � � �+ , � � 12 !..— � iL � I i 11 � T i I UPPER LEVEL 1 � � �` ' 13 FL40R 13 � � � , , � i , 4 4 oATE fssuED 30 OCTOBER 1995 � � LARRY BAILEY a� I � REi/tSlONS I I LOWER LEVEL FLOOR LEFT SIDE ELEVAT � � N L � DGE — � a23 — FRONT ELEVATION LODGE — � D24 — FR � NT ELEVATI � N SCALE : 1 / 4 �� - , � - � � � SCaLE : i �4 " = 1 ' - 0 '� SCALE : 1 % 4 " = 1 ' — � " s"� E � � A � 3 - � _ . � _ �o-r� : � � i . SET T4P ELEI�ATlalV OF GARAGE SLAE3 � 8" A�OVE FiNtSHED GRADE. U� .- W � � � 2. SET TOP ELEVAl10N OF C�fCRETE o0 � WALL O 9' - 0" ABflVE GARAGE SLAB. � o 0 3. SET TOP ELEVAl1QN 0�' CONCRETE , . . Q � FOOTING O 34 hfiN . BELOW FfNISHED �-s � %z� �-o� eo�-� r-a� � r-r r-o� , o�-� z -o� 3 -3 � /� � Q o� GRADE. � � V r 4. STEP FOOTING DOWN AS REQUiRED � � � TO �iA1N TA1N FROST PROTECT� ON . o � , . C� N 5. INSTALL ROUGH �PENINGS tN � � � O O W ,-, CON �RE �E WALL FOR ALL DOORS . � � � ' J Q � 6 . ST�P CQNCR� TE WALL DOWN IN DECK � AREAS FOR DECK JOISTS TO � W CANTILEVER OUT OF. m ao = A ;� 5� ' - a° � � tl 7. INSTALL BEAM POCKETS � PROPER L4CATiQNS -- SEE FRAMiNG PL /�N 8" 27' - 4' g" 2�' - a " 8 ' �— FOR L�CATiON . z 8. SET TOP ELEVATI ON OF 24" X 24" X 8" • . . _ ' . . ' . • , r - ' . ' . . . . . O O CONCRETE PIER FDOT�NG O 34 M1N . � ' � ° � � ' ' � ' � ' ' • • 4 • ♦ � _ BELOW FINIS#�ED GRADE. �— - - - - - - - - -- - - - - - - - -� , r - - - - - - - - - - - - - - - - - - � � � - . 9 . SET TOP ELEVATIQN OF 10" DIA. 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I aa n , _ � » , ., > >. � � o� SCALE . 1 � 4 - I - 0 Q � /� � � CALE : 1 / 4 = 1 - 0 PLAN ~ � > � I [ l'1 z . d � DA �'E ISSUED � I i s HlGN DEN5ITY STRUCTURAL 30 OCTOBER 1995 � i �iLL COMPACTED TO 9Q � "' a �,° DESIGN IS BASEa ON A BEARlNG COMPACITY LARRY BAlLEY I REVISlONS QF 200 � POUNDS PER SC� I� ARE FOOT . IF SOIL � d -�— °-� � BEARING IS LESS THA � 2a00 P . S . F . CONTACT 4 THE E� GINEER BEFQRE � NSTALLING FOUNDATION . UNOISTlJRBEG EARTN NOTE : IF CLAY TYPE SOILS ARE FOUND WHILE DIMENS � ON SECTION DETAiL EXCAVATING , BEFORE INSTALLING FOUNDATION sca � E : � 4 " _ � ' - o " CALL ENGII� EER — TED HERMANS — MESA ,,,,����"o' RF"'��%.,,, SHEET / .�� �PO ��sl � . 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I I � I� . � I I I � I � � I � . . . . . o I I I i Il � lllill . . . . I � III � � � I � J � 3- 27( 12 GARAGE DOOR NEADEP W/ 6 " BE ING 2X12 GARAGE . 60QR HEAOER . W/ fi" AAIN . BE IN L J J � I � III � II Ill � i � ll ` � a � CANTI VER DECK JOISTS � � W �] � W � J L L J J L J J � � b ' - 5 t i ,� .. 12 ' - 3 " 6 ' - 5 � /2 " 6 ' - 4" 6 ' - 5 1 / 2 " 12 ' - 3° 6 ' - 5 1 /2 " �+ � — � � ' ' i..L.� ` v � LODGE � D23 -- FLOOR FRAMING PLAN L � D � E — � D24 — FLfl � R FRAMING PLAN W � � ., , . . ,. . „ °o � St� ALE : � ;' 4 = i - {� SGALE : 1 /4 = 1 - 0 � — �„"' � � � Q � �} � � _. � � � - 2X8 BEAM 2 - 2X8 BEAI� � � ONE STAIR RlSER , r , STAIR LANDING S�AlR LAt�kC1iNG (}NE STAiR f215ER � . � � 1Q" DIA . BOTTOM CORD OF LOG TRUSS - A- 10° fHA . BOTTOM CaRD OF LOG �fRU5S - A - � =� -- - - � w � � r � � � j � ++�r w i � � � I LAG � x8 LEDGER BOARD T� tQ" DIA . LOG . . . . �AG 2X8 �E�GER . BOARD TQ 1 � " D4A . . LOG . . � I I ` I J I I I I �'- � � , , i Q ( � I � � � � � � f � � I � I � � ; Q � � � � � I � � � � � � � I � I ( a � " � 3 � x 8� CkW 2x B � kIN � � XS LOC ING lC8 OCK NG 3 ` 30 OCTOBER 1995 ` ,� , �, � � � — r d � o ,'` � �� � G �� ° o . . o. r� LARRY Q�1C,EY ; { o _ j' zx �o� rs � s ° o _ �� . ° - xs rsT � � � a. . �� ° ` �VFSIOhf S � ^ I! r ^ � f . . . . . _ . . . . - . . . . . ' 3 14" G1A . �OG WAL ° D . L W L ` , � L L � -� ----- � ,� � ����» iinu�iii SH�ET ����� ����i .�`� P� � � E ��sj, �'' , � ODGE D23 — LOFT FLO � R LODGE Q24 — L � FT FL � OR '�°"� °���� ���`F�9: �o= . � � � - z • - - . _ _ FRAMI �IG PLAN . �: � , . F = ' ° : ' ; S � 2 _ SCALE . 1 ,/ 4 " - 1 ' 0 '� SGALE . 1 / 4 = 1 - 0 R AM I N � P LAN . . • � � : ; , . •. : . A . ••. ».•• `�. � '✓ c� �'�"'� ���������iin u�S'���`\\� � . <, J � r� W g , . � � o � . o a � DEAD FRAM OVER MAIN ROOF 0 � S Q � O � U �'''� � � > _ 6 .. Z� - 6 " 2 � - 6 � 2 � - 6 � r � � � \./ p � O � N . . . J � ^ M o � O � ° Q � � � ��/ � � W . . . . - . . LJ_ M ? . . . . � � _ � ° a . _ � � tO . � . , . . � z w T . . I . � . . . o 0 . � � _ . . . . � � k 1 3 4" 1 ° tC#� M E � � - � � - RAFIERS ARE TO BE 4 4 os F ,� T 9 1 /2 " TJI RAFTERS , . . t3 W LL TO E . O Z4� O . C . _ 2 3/4" X 9 1 �2" M �CRO BEA � o S . . - - � � U - - � � . . . . . . . . • 4' � 4 ca os � o� Ta O W .LL TO E _ . . � � � � � . . � � . � . � � � . � � Q . W Q � � ° . . = U O � � a � T i � . �� �- � ° �, � � � o 2 '- 6 " 2'- 6" W 0 U 2 ' - 6 " W 2 ' - 6 " � � �� - 6 " 7 ' - 0" - S " � Q � � i _ LflDGE - D23 - R � QF FRAMlN � PLAN L - - Q � � � D � E � D24 ROOF FRAMiNG PLAN � SCA � E : 1 / 4 " - 1 , - � " SCALE � � / 4 „ - 1 ' - � „ � � W N . _ 3 /4" TNRU BOLT W/ 2" WASH�RS � � � \\� � � O MORTIS� �ENDON CONNECTION rn � 7 " X 4" x � 1 2 " USE 10 " DIA . L4GS o IN TRIiSS GONCTRUCT1pN z � ; � � ....J .�.�. o � � � i� � � � � i � � ATE lSSUED 34 OCT08ER 1995 • A . LARRY BAILEY REV1510NS - - - - - - - - - . ,, SN01N L � AD = 80 PSF 4" X t0 " X 5 / 1S " �� : � � � � � �� V� METAL PLATE W/ 3/8" LAGS � TM� �p � �T� C� � � 7RlJSSES ARE S7RUClURAI LOGS /WD ARE i T�t1 � N�R OhIE QtADE LOQS. � 24' - 6 " FIRST FLOOR LINE ``\`\���`����'� RFG�s�,.,,' SHEET � , f, � F � ` \ . , � ^;•` � F� ^ % ` �� , �+ � ° (n � � • � _ LO � TRUSS - A - = � y2 � = � � , � z • ' ° y " S 3 . . . � . � - SCALE : 1 /4 " = 1 ' - 0 " � ' ' � ` � . . ` . � ��'/,''i��l ,� ;+S;\`\``\```�. Ul 111 � . -- - - �' � 1 r n _ � 8 V ! r- 1 , � , B W g � � i8 � ,� � 9 � � 2 t9 `-� Q � ' � � . 3 2S a . ,, 2 19 �-% � 3 39 �l � a O O � 2B 4 � ���1� 30 � V � �� � z . at 41 � > � , � 0 uo ` : � � • � � • O � N a. � � s � , • . � � J M 21 � • ' . 14 • ° , � Q � . • ♦ ` � . � � � 4 • 2� 14 4 ' .� ' . ° 21 � ? ` � M W , . � . . 2 � � � (� O ' � e • 27 ! . a � _ � � ' ' . ` � a � ' 0 d ' ` cG o � � � 2 � 2s . . . : W U . a . . � • 7 a � � � . � � � a $ � � � . � �� . . t z a � '� O ip 13 o y Q e ' 3 W U cv � � o ° o * t 1 � � � � O (!I � o a°Q o t 6 . = w 40 p o • • • � ' � � 6 o D • . • • , • W � � e = �� ao . . r , : . � a � 14 • . 27 � � � W 31 cn p �. � ° 8 c c��Y , • 4 � � � Z • ,. ' -� Z O � 1 Z �g � ° '� � � ` ,� v� W C � U � � • � �- V1 � c °z � Z 3 � � O, 1 � ° v a w � � ' 8 � � p ? w ° vn � d - 13 • • • o � � ,Q ° oo � ' e � � � o ,� C Q � r� VO p � � � - + � � Q a W O O n � O O� a a a � pa a p . . 16 � � � �, p , . ° d ° d ap oD a • • � , z f / � - O Q . d � p a ' • . � / � � . Q � / �/ - 8� 8., 8,. 4 w /. � 1Z � ` J , a w � ` � j / - ` �. �/i � / /: � , 8 ,� � � � `L % � �,. 8,. 8,. � 4 / ` . ^ � ,. ' 25 6 � j � / , 13 � : 15 - �` • , t2j � r _ On Q \J • � LT f � D o ° po Q !' * • f ' . . " '-"_ • 6 . : � , . . 1 . STEM WALL �� a Q�a a _ � - a r . o a � _ � j, -. . Q . 2 • STEM WALL W/STONE VENEER °ao ° ° , ' • - ; ; °° • ° . , �/ � oD � . • . - ' � ..3� SCALE : 3 � 4 " _ � ' - o '' OR WITHOUT STONE ° ° • ' ' ' • °° ' ' ' W p � SCALE : 3 �E4 „ _ � , _ � „ } a � s � W � � o � � r o , 2 . � . _ COUNTERSiNK SCf2EW5 THRU ! � � O HAN RAI 24" . C . / . � 5 � v / � �,,j� ! 0 27 � , V � 8n 8„ 8n � � � � O MC� : �Ai4R ] 1 /2 �� TO � " HANd �2AIL AAUUNTED g , � I � � � Tp THE T0� OF TOP RA1L OF LflG � w Q � l 1 . 10" AVG. �IA. Lf3p['�EPO�E PINE LOG WALL. 30 . �LOOR JOISTS SET �JN 2X6 FRAME WALL �.� STAIR RAILING. � 3 '� � L.J 2 . �4 QflWELS � 4' - 0" 0_C. DOWELS SHALL SEE FRAlvIING PLAN FOR SIZES t` �6 � 8f 2' - 0" INT� CON�RE �E AND EXTEND l2 " 31 . 2X6 WOOD STl1DS � 1 � " O . 0 ? 1 !' 4" ML�UN`TIh� G 1 1 /c " SPACER BETWEEN TOP LUG RAIL � ' _ p" � . � � � A�OVE TOP QF �#RST LOG. BEND DaWEL 32 . 5 " X 12 " LOG S �AIR STRINGER . A� E '6� & L06 HAND RAIL , O 24" O . C . GYER FO�t LOG TtE - DQV1�1 . �OWELS SHALL BE 33. HALF LOG STAIF2 TREAD . LET 3NTU SIDES OF � ' � r .�� LOCATED ON B4TH SIDES 0� ALL DO(3R A�tD STRINGERS AND LAG BOLT TOGE T� ER w; 2 - � .�2 '� ' � ` ' �--.. LOG RRCHWAY OPENtNGS. X 8 " LAG 80LT5 FER TREAD � �l • , ,a , � . O Q 3 . 2x6 REDWOOD OR PRESStiRE TREATED SILL PLATE . 34 . 8 " DIA LOG POSTS � �, " � 1 SECURE TO CONCRETE 1A�1TH 1 �2" DIA . X 10 " ANCNOR 35. 8" DiA LOG LANDING SUPPdRT `��� . , � Z BCILTS AT 4' - 0' O. C. � � ��� 12 OF END OF PLATE . 3fi . PROViDE SOLIp BLOCKIN (� 6ENEATH LANDING �-�" 3, BASEMENT WALL g 8• 8 » $•� Q � ` 4. 8 THICK CONCRETE BASEMENT WA�L OR STYROFOAM SUPPORT POST. • B�.QCK FORIrf G4fdCRETE WALL WITii �4 'S AT 18 O. C . VERT. 37 . LUG �ANDING BEAM. STANDARD LOG RAILING SPIND�ES AtJ�? �!4' S @ 1 $" O. C . HOR1Z. W/ 2 - �4'S � TOP AND TWO 38. 6 " X 3" �OG LAlJDING PLANKS BUlLT Ti�GETliER W OPENING BETWEEN � 4 " MAXIMUM " ' " m BOTTOM C3F YifACL. W/ � W1Tt-�GUT STO�IE VEN�ER . AiJD LET INTO LOG WALL TO FpRAA LANDING SCALE : 3 /4 = 1 - 0 � r n � 5. # L- SHAPED OQIVELS • 18" O. C . WITH PLATFORM . �� J � N a 9" �{?RIZ. �EG ANQ 3' - 0° VERTICAL LEG . 39 . CAULK OR CHINK JOIlVT. �yJ ' 6 . � DOWELS - 18" X 38" O 24" O . 0 40. 3 /4° INSIlLATION SHEATHING $OARfl _ ; 2 ' - 0" � Q - 7. 3 THICKNESSES C1F CO3�ITIIVUOUS BLOCKiNG. 41 . GALVIlVIZED METAL FLASHWG . . 8. 8�� THtGK C01�1T1lJUOUS CONCRETE FOOTi�JG 42 . LUG RAILINGS . 3 " TO 4 " DfA . LOG RAlL � LET INTO � Q W17H 3- �4�S CON11Nl10US. 8° DlA . LOG RAf� POSTS a 1 j2 " Tp 2 " pIA LOG = � � � 9 . 4" THlCK COhIGRETE SLAB �/ �3'S 18" O. C . EACH WAY. SPINDLES � 5 1 /2 '� O. C . `� "' z �� O 1Q. SE�EC ?, STR'UCnJRAL FlLL COMPACTED TO 90� DENSITY. _ � Q � TO �P3H AS ShiOWN. . � _ ,`)'� --J 11 . CO�APACTED SL� B - GRADE , OR UNDISTURBED EARTH . °,;,° � o � 4, EXTERIOR FRAME WALL SECTION � � 12. COMPACTED �ACKFILL. � � � � ' • ' _„� 13. 4" {3� A. PERFORATED P1PE D{2A1�1 SYSTEM � o o � � SCALE � 3 ; 4 = 1 � - � ' �= z � A R O U l�t D P E R I W F E i'E R O F E N 7 1 R E F O t}l�I I D A T I O N . PROViDE POSlTlVE DRAItJAGE SLOPE A�tD ExTEND � � � 34 � � � � PI PE T Q �OWNNI LL EXI T P 01 N T. P�20Vi D E MtN . COVER fJF 12 " AF PEA GRAVE� AROUND PIPE . Z � 14. WATERPROC7FFlRtG AT ALL BELOW GRADE � CONDIT30N5 . WATERPROOfING SHA�L BE PROTE� TED � ; � DA7E ISSUED FR0�1 DAMAGE DURfNG BACK�#LLING. 30 OCT08ER 1995 15. 3/4" EXPANSION �INT FILTER MATERIAL �� 33 d . 16 . 6° TIiICK CONCRETE MASONARY UNITS . TIE ��� _` \ � RA Y: TO CCONCRET£ WpATLLp�W2//� CQRi2UGATED WALL TIES (� r � ' � �� R� v� s �N RRY BAILEY AT � Vy O. l. • �t11 . OG JL " O. C. HORIZ. � 17. STOlJE VENEER AS CHOSEN , TIE TO BACKUP WALL ��- fJ -- ,� WITH CORRUGA �'Ea WALL TIES AT 16 O . C . VERT . `�/ ! 32 38 a ` � AND 32 " 0. � . HORfZ , ��/ � � } 8. FINtSH FLOORING AS SCHEDULED . � 19 . 3/4" T & G PLYWOOD SL18 - �LOQR . NAIL AND 37 . � GLUE TO JOlS �S. 36 0 20. PRESSi1RE TREATED RIM JOISTS ANCHORED � 3 � IN CONCRETE WITH t / 2 " DIA. x 6 " ANCHOR BOLTS 351 iw ^ � 4' - 0" O. 0 RIM JOiSTS SNALL BE 2X SA�AE SiZE AS cn � ADJAC�NT FLQ�R JOISTS . �` -- - 21 . FLOOR JQISTS QAf SIMPSOtd JOIST HANGERS. � 32 SEE FRAMING PLAN FOR 51ZE ANO SPAClNG . 22 . CEI�ING AM� WALL FiNISH AS SCHEDULED SHEET 23. FLAT 2X4 STUD FURRiNG AT 24 O. 0 H A N D R A I � D E T � I L A T S TA I R 24 . INS �ALL R - 8 INSL1LATlON $ ATT BETWEEN t URRING � • 25. W00� BASE . 26 . �4 � - SHAPED D01M�LS AT 24" U. C . 8 " HORIZ. LEG AND 2 � - 0 " VERT , �EG. � a > > » 3 ' - 0 " iJNLE55 ` C: � � t : 3 = 1 - 0 NOTED OTHERNASE � 27 . 8" �HfCK LQNCRETE STEM WALL W/�4 ' S AT 24 " -� �. �. E W • LaG STAIR AT LANDING S P � 28. 6 " BATT INSULA?}ON _ IldSULATlQN SHALL BE . SUPPORTED ON GALV. iNiRES ATTACHED TO . LOG STAIR TREAD J(31ST AT 16 " O. C. ` SCALE � 3 /4 " = 1 ' - 0 " SCALE : 3 ; 4 " = 1 ' - (J " - �3 r , .. � � 0�. /' `\�� 5 - � »� -- � LOG COLUMN � � ' ' � \� � 3 /8 " STEEL PIN i � I � 9 „ L��_.� � 3 - 3 /8 STEEL PIN � � d v � O � • � � . f '�/� � � • . ., . . . r '� �. w a a ' \ / � � •`� � �� � � Q � , � . . , , , . ' � � � „ = Q o 0 � ' . ° 8 �� TtJ 10 " � IA . SONA ` � V M r � --<, � - / ' ' �� I I ( I I I a TUBE CONCRETE P1ER I ''" W J , � � � � � r �� � � 1 � 1 . � = � � � � �, � , 4 " REBAR L DOWEL ��� O � N � --�,��' 2 . r • I I I � I � 3 �� �MT ' � � � �f O � � � • / �-- � . I: : � � � � I . a � , . .. �� v a o ' 4 --� 4 _ � 4 X 24 X 8 " t � Q4 � ` � ! 1 � 4 PIER F00 �1NG t ;4" x 2 " STEEL PLATE T � � W � �� I 1 INSER7 IlVTO TOP OF 8 " TO iC� " � � � _ M � � 25 v 3 � P � o , ° ° 3 �! 4' S EACHWAY CONCRETE PIER . � � _ a • . O • �� � 4.. � � � . � 4 ' a vi �� ' 0 � �� d d � > . � „ PIER TEE DETAIL Z W 1 : ' Q o N i- -�3Q� /--�� 4 " MAXIMUM CLEARENCE BETWEEN - SPINDLES. SPIND�ES & POSTS - -- % / � �� ,: AND RAILaNG TO DECK . � � d � � � �� � d � � � 2 ARA SLAB TYPICAL � a . � � � � ° - � G GE ( � L.� . o . - o . � o , �. � _ o . • a . • I I � I � { 1 � � 3 . ' ' � � SCALE : 3 / 4 " = 1 ' - 0 " I _ � � ' i i � � ' - o " \�� �ti> � ' - i,� ,. �, 9 , POST & BEAM OR PON Y WALL ' 2 � SCALE : 3 /4 " = 1 ' - 0 " ' • • • � "� """' � ` t 1 . � . . Q Q a � . : , ---�� �. / � _ �1 ` � w ' / _ - - fi i i� _ � 5 � . . , , , a • • . * �-�- — ' --�- -�— �- . 1-�- ''-�. , - — --f —{T . � 1 a � , � � � . , ' � � ' � • O c , • . , - . � � 0 � . � � , � � �` � , �tb W U ° ' ' � - 4 1 � � ' W �C ' � , � o o � � � d � � � I � , . � � I • • � • � � • � � 1\ `�. 8 O ` � � ^ , SEE FOUN � � �� � " � - P�AN \ \�--- -- -ll [} � w , � \ 1 � � v � W � � . .\ � —��"� . . J7 SLAB FQOTI N G 4 GAR AGE SLA �3 C� GAR AGE D � OR o � � ' 2 �� Q SCa � E : 3 ,/ 4 " = 1 ' - 0 ' � SCALE : 3 / 4 " — 1 ' - 0 " O �"_ z � Q � � �A � • NOTES : DETAiIS � w � V t . 10" AVG . DlA . LfJDGE� OL� PWE LOG WALi. . 20 . 2X6 REDW40D DECK . SECURE TO JOiSTS WITH 2 - 3 " BRASS � � - - - - --� 1 � ., - j `J 2 . FLOOR JOISTS ON .lOiS� hiANGERS OR ON �RAME wA�l . UEGK SGREWS P�R BOARQ AT 48 O . C . +� G ��� � ' ` S�E FRAMING P� AN FOR SIZE AND SPACING . 21 . LOG RAILfNGS . 3 " T� 4" DIA. L�G RAlLS LET INTO 8 " �iA p � � Q � ; . ^ . _ � RAIL P4STS. 1 1 /2 " TO 2" DIA. SPINDtES AT 5 1 '2 " O. G . �- � _ � � " 3 . � X6 REDWOOD SILL PLATE . SECURE TO i Q p �? O r {. C�JNGRETE WITH i /2 " X 10° ANCHOR 22 . 2?(6 W00�} STUDS AT 12 " Q. C . LOAD BEARING FRAIu4E VYALL . > r- t,� l �f B°�LTS AT 4' - 0" O. C . 23 . WOOD BEAM . SEE FRAMklVG PLAN FOR SIZE . � a = 16 � 4 . 8' T Hi CK C ON C R E T E S T E M W A L L W/ �!4'S A T 2 4" 2 4. V V 0 C 3 Q P fl S T. S E E FR A M I N G P�.A N F OR SI Z E. �`' � � � 0 C . E . W. . 25 . SIMPSO►� C�LUMlV COhENECTOR SET lN W z � 1 1 :`� ` `_ _ --_�h, 5 . ��4 L - SHAPEG DOWEIS AT 12 " O. C . W1TH CbNCR� TE FOQTING �' a �' 1 . ; � J � t � 9 " HORIZ . LEG AND 3 ' - 0 " VERTICAL LEG. 26 . SPtICE BASE LOG Tp WOOI3 FRAIuIING AT 4 ' - Q " 0 G . � �` � - 27 . 3 THICxNESSES OF COIVTfNUOUS BLOCKlNG . - � -- � 6 . TH � C.KENED SLAB BEAM W / 3- �4' S CONTINUOUS i = � IN 80TTOM . 28 . DOiJBtE 2X5 PLATE � - , 14 � � � - ---� � . rOMPACTED BACKFILL fROM ON SITE 29 . 2X1 (} BLOCKING. _ —�-- - - - ��; �; EKCAVATED MATERIAI . FILL SHALL BE 3Q_ 24" 7( 24" X S " CONCR� TE FOOTlNG . `D ... �' � lNStALLED IN 6 " LIFTS AND CDAAPACTED 31 . 18" X t8" �4 � SHAPE [3 dOWELS � 24 " O . 0 T � 90% DENSlTY . 32 . WALL ANQ CE� LiNG FINISH . DATE 1SSUED ��`_ ` - 8 . 8 " TNICK CONTINUOUS CONGRETE FOOTING 33 . 10" DtA . LOG �OST . a I � 30 OCTOBER 1995 �_, �� ��_ ` _ --�;'•, V� TH 3 - �4' S CQlVTiNUOUS . �- . . � . - � - �-" g . 4' THiCK CONCRETE SLAB W/ � 3' S � 18 " O. C . O � , � � -j� , EACH WAr W/ 9 " X 9 � �HicK�NE � � �cE . LARRY BAILEY � 13 � 10. SELECT, STRUCTURAL f ILL COMPACTED � Z ~ " �__ i;�,, DENS� TY . TO DEPTH AS SHOWI�i . . � REVISIONS T � 90� � � . . � �"-� 11 . �� OMPACTED SUB - GRADE . 12 GOMPACTED BACKFlLL . � O • � �` �_ \ 13 . 10 " DIA . CONCRET� FIER WITH 1 - �t4 DOWEL oa . �� �� ;� lN CENTER w/ 9 " HORIZ. LEG AND ExTEND �� , , � � -.� 8" ABflVE TOP OF PIER . � + � . � �� 14 10" DIA . LOG COLU�AN INSTALL ON CONCRETf PIER � `�`_ WITH CENTER HOLE TO FIT SECIlRELY OVER EXTENDEG � • � \ , P4ER T� E EXTEND� D OUT OF PIER . S�E DETAI � INSET. � � � �■�-• —p � ` -- ? ��> 15. 3 /4 " EXPANSION FILTER MATERIAL . � � ' ' • 16 PRESSURE TREATED DECK BEAM . BEAM SHALL BE NOTCHED lNTO LOG COLUMN AND BOLTED iN COLUMNS INTERIOR W1TH 2 - 5 /8 " DIA THRl3 BOLTS SEE fRAMtNG PLAN SH£E � FOR BEAM SIZE . � LO A D B E AR I N G FR AM E WALL � ' DECK JOISTS ON JOIST HANG�RS . SEE fRAMING PLAN FOR SIZE � „ , „ 19 . 3 /4"� TF&RPLYWO�D 5 BFLOOR . NAIL AN� 5 D E C K F 0 0 TI N G � D E C K D E TA I L � P � SC: .ALE : 3 i 4 = 1 — 0 GLuE ro � +oisrs. SCALE : 3 / 4 " = i ' - 0 ° � . " . 4 � • -_� ! �� �\ 1 . 10° AVERAGE D� A . LODGEPOLE PiNE LOG WALLS, FLOOR 30. f1XED GLASS OR WIPIDOW AS SCHEDtJLED !N LOG BUCK 32 31 � ` JOiSTS, RQOF PURI.INS a.ND RIOGE LOG FRAME � Z . HEAVY BiJTT, SPL1T CED�R ShIAKES OR PRO- PANEL METAL 31 . ENTRY DQOR, WOOD AN{� ME � AL ADJUS�ABLE TI�iRESF� OLD. 19 � ROf?F SYSTEM OVER BITUTHANE MEMBRANE UNDERLAYMENT. SET T4iRESHOLD 1N FUIL BED OF i�AASTiC . 3. 5/S" CDl( PLYWOOD ROOF DECt( . 32 . REDWOOD SILL P�ATE. CUT BACK STANDARfl 2X6 PLATE 33 22 W � 4. BLOCKING. MAKE 1 /2 " $ E�OW DECKING FOR AIR FLOW OVER. TO 2K4 AT DOOR. � � 5. �AETA� RQOF EOGE FLASHING . 33. GAIVINIZED �4ETAL Sk�L FLASHING. r--. � ` 6 . 1X4 ROUGti SAWN CEDAR FASC� A CROWN . 34. OAK THf?ESHfl�Q TRf1v1 _ �� � 0� 4 � ' 7. 1X12 RQUGI-t SAWN CEdAR FASCIA. 35. 1 �2" ROIJGH SAWN PLYWOOd S4fFIT 80ARD . 15 3$ 2 � � ,2 � o a � 8. 2x10 EDGE FRAMING. AT END OF RAFTERS . 36 . STUFF VO�D FULL OF INSU �ATIE}N . 20 9 . 1X2 ROUGH SAWN CEDAf2 SOFFiT TRIM . 37 . COPPER FLASHING_ / � Q � iD . 3" DIA . SOFFIT VENTS � 4 ' - 0 " O. C . PROVlDE VEt�tLAT10N 38. NAILE#2 AS REQUIRED. = Q � p � � �iOLES II� SOFF� T TO PROV(DE AIR FLOW BETWEEN RAFIERS . 39. 3 /4" X 2 " VMO�D TRiM . , ' • � 5 � ] 1 _ 2X14 €tAF' TERS O 24" C� . C. OR 9 1 /2" TJI RAFTERS O 24" O. C. 40. 3/4" X 8" ROUGF4 SAWN CEDAR FACIA BOAR0. a ' � U r 16 TQE hiAtL W/ 2 �i16 CC SlNKERS • EACH LOG PURLIN . 41 . FIEtD STONE VENEER TIED TO BACi� - UP WALL W/WIRE ' � • . • °' . `` � f� 12 . lQ" BATT 1NSULATION � R - 30 0#Z 10" BLOWN tN TI�S • 16" O. C . VERT. & 32" O . C . F� ORIZ 23 � � � � ' 39) ( It� SULATION O R - 3B. 42 . 2X6 BAY RAFTERS � 24" O . C . MAX . ° ' � a • ' e . � � O � 13. 1X6 T4#VGUE AND GROOVE CEILING L► NER . 43. CDIvIPACTED BACKFtLL LL� N 14 . 2X6 TONCUE AND GROOVE DECK . 44. CONTINUOtfS RIDGE VENT. �b ' • . ' , � / � 30 15. 5 " X 12 " LOG OPENING BUCK . a • , 3fi � 1fi . 3 /4" �UARTER ROUND TRiM . ' • °; . ° � J O 4 1 2 " 3' - 5' 4 � 1 /2 " - ,,� 17. METAL CLAD WOOD WINDOW AS SCHEDUL�D . ' • � 15 � � } g, INTERSECFION �F I,OG 1�VALL BEYOND . , • Q � � � 9 . CAUL� ED JOtNT W/POLYETHYLENE $ACK�R ROD . = a , ' a 37' � ?g � � 2Q_ CHINKED JOINT W/TRIANGULAR POLYETFiYLENE I � M � � � BACKER i�OD . 21 . SEE fOUNDATION DETAl �S. Q 22 � FINISI� FLOORING AS SCHE� ULED . 1 . DOOR SILL DETAIL DOOR HEAD DETAIL � � a � 23. 3 / 4 PLYWOpD SUB - FLOOR . 2a. s` SATT INSULATION . SCALE : � 1 / 2 " = 1 � - 0 " S � A � E : 1 1 / 2 " = 1 ' - 0 " � 25. FLOOR JdISTS_ SEE FRAMING PLAN FOR SIZE AND FRAMING. z6 . RFaw000 oECK . � � 7 3 /4° CHINK JOlNT ABOVE BUCK HEADER W 2$ . DADDO II� 3 /4" INTO T•�P & BOTTOM BI�CK TO INSET - 51DE BUCKS . � � 29 . 5 " X 5' X 12 " - 45 DEGREE BAY VER �ICAL B �JCKS. O . 44 � � 4 1 % 2 " � L..� � � � \ ��1 � � - ^ O 37 22 � . 23 2 1 • . - 42 '� 1 Z �(� � )J . 0 2 . � .. � � � � Q 0 W J W / .� 2 � W � W � c3 , W O �� �--� ` 1 � ' - 4 . WINDOW BU � KlNG DETA � LS 4 a 4 C i �, _ SCALE : 3 / 4 " _ � ' - 0 " �' �' 1 I�_ � r� ___ t�� � o � � � w o . -. ,� , Q 80� T 5" X 12 " STANDARD LOG BUCK � 35 ', ,�� ��� jll V„� MATERIAL TOGETHER W/ 3 /4" ALL - �, >> � � O � 7 i � � 2 „ THP.EAD +� 1 ' - 4" O. C. � � .� SEE PLAN 12 " 10 ��./ � � v O � � � � 20 �� � w �, � , �)� � .� � , 5 - ;> �o, �' �-- 4�, t� N O � s � ; , w � (� � :t� ---- / � � � � 16 / 9 ' �� S �'1� � ��, L 3 � � , � , / �C�}) �-- c� � � z ,� � � ` � , o � % �.._ , 5 � �> > Q Q ��,, � ��� � �' �, U.� w N - � � � � . � r � � � � � ; � � �� � o `� 8 - � ,� ` � �+ • w � ? �-- � ,� w -- SEE �LOQR PLAN FOR SIZE � � � i 4 1 /� 3 ' - � 1 2 " R . O. 4 1 /2 ` � ^ I �� j � ��� SEE w�NDOw SCHEDULE FOR SiZE ��,_ � �� �, �" �, L 5 " � DATE ISSUED _ �� + 'fi-� 'f � s-. �� j \ � 30 OCTOBE� 1995 � 34 3 � % . ; . � a5 • : 45 , �, d LARRY BAiLEY � . , REvIS�ONS � � . : ' : ; � w . • J ,� •`' • • � . . � . V • . � � � - , .• . ` rJ OJ�� o , f a � 4 G�� 29 Z � ( � + `'� � v, . c��� w � ,4 � ' • 5 . � � OR BU � KIN � DETAILS - � � - - - - - - - -- - - - - � ° . i� - yr'�'� �a 2 5 r ��0� � SCALE : 3 /4 " = 1 ' - 0 " � SHEET h S+ � � LOG BUCK MULLIONS � � T PI A WA E � TI � SP 3 2 . BAY WINDOW DETAIL 3 . Y � L LOG LL S . � SC .ALE : 3 � 4 " = 1 ' - p „ SCA � E : 3 / 4 ' ' - �l � - 0 „ � , � � /