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HomeMy WebLinkAboutWest Day Subdivision Lot 3 Building 1 (5) GENERAL NOTES IMPROVEMENT LOCATION CERTIFICATE 3.0' I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED 1 . THE SOLE PURPOSE OF THIS IMPROVEMENT �OCATION CERTIFICATE SI TO SHOW THE CONSTRUCTION ie.s' '' FOR RA NELSON },0' ' 2,6' m PROGRESS OF BUILDING 1 . OTHER IMPROVEMENTS EXIST ON THIS LOT AT TIME OF SURVEY. Y � 'u } o� m m o .�+ ° THAT IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND THAT IT IS � � �, • � N o � 2, ' 1p2 2. BUILDINC TIES ARE INDICATED IN PARENTHESIS. NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDING OR OTHER FUTURE . je� N IMPROVEMENT LINES. �.a' �.0' N . 3. APPROXIMATELY 1 - 2' OF SNOW ON LOT ON DATE OF ILC, OTHER FEATURES MAY EXIST WHICH WERE NOT �S,y ± 6T VISIBLE NOR SHOWN HEREON. I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON �' THI$ DATE, Ol /72/O6 , EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE O �- 4. TERMS, CONDITIONS AND PROVISIONS Of' AGREEMENT PERMITTING ENCROACHMENT RECORDED JULY 20, BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS W � N 2005 AT RECEPTION N0. 923304. UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, �' N t .B' � a 6.9' S. PEAK LAND SURVEYING, INC. DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT PROPERTY TO EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY W ^ ��� ? . EASEMENT CROSSING OR B�ISDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. V ry 9 06• I N ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS-OF- WAY OF RECORD. RECORD DOCUMENTS UTILIZED IN Z 2.0' y THIS IMPROVEMENT LOCATION CERTIFICATE WERE PROVIDED BY LAND TITLE GUARANTEE COMPANY, ORDER � _ � Q No. VC50006780. 1 - 2, DATED DECEMBER 27, 2005 AT 5: 00 P. M. . � . , ' i- `;'�•,:(^ ', DATE: -------- - . a ---------------------- 6. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY - - • REAG�''BIGGS DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCM DEFECT. IN NO EVENT, � � � e --GOL�P� P.LS. N0. 27598 MAY ANY ACTION BASED UPON ANY DEFECTIN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS ti� '' � o G" FROM E �ATE OF CERTIFICATION SHOWN HEREON . �, . ^n�°, ��z��:�c� �� Y ' ••� J� •. . � ' ( I. AN� � BUILDING 1 �� S ; p 2 STORY WOOD FRAME/ROCK STRUCTURE N � MAIN LEVEL F.F. = 8121 .0 � �5 iO y (UNDER CONSTRUCTION) r �a � I � • • V 0 � \ � P' -' 1,0� A � II � � a � ^' io.r '° M = HE�GHT I � c� ti �� � � „ RIDGE � �= e 1 = 8144.7 A -i 1 . 52' �°'' � 58.01 � � u � � Z76. L7 � - - , .s�' o � � r' 0.2' 'a- � m ��O pRAINAGE E � ASEMENT A � � �o �' NI= � (RECEPTION No. 908760) .I � 1r s, -� �5 �' 9 , � N 584't 5"W 137.84' n O LOT 1 -(S�j I m N m N 65' e 14 � I A ��,,` ANTLERS CONDOMINIUMS GRAPHIC SCALE �8� • � � �? �aooK zze, PAGE 820) ! � m 10 D 5 10 20 (��� G / I � rn N69• �2 � � o � Z f B UILDING > DETAIL ` '" FEET > 1 I � o i ,n� n = io rt. � BUILDING 1 � � (SEE DETAIL) � J �.� �4 39 �"� I " J ,a ( 14 . 4' ) ha �8 J`,pL \ ��J \ r,p9�A�c�` � I m \ c" O G \�, ;o � � F�,\�AO 9.L��' ` v � � \ 'G°.9��9s(^ \ � / ' � � (12.7 � 9�d�9�'t^��i� \ iPT10 N i�682 ' �' N LOT 2 258 9'� �,y �'�f92a \ � N� RECE 5 .6 � � � o -� , q�g" E � �, � � � � 5����51�4�� 19" w . 13 N69� /�2 �� � `°' i i � \ / i i LOT 3 �= `��� � � � �j 2. 451 ACRES I / �1 � 198 65' ,o1z / � 2 ,Z 29 , �6" � ' o° / � g� �l ' � \ N� ���� � � � � c66 5� 1 TRACT B »853 \� \ 7 (VAIL�LIONSHEAD, THIRD FILING� /cj 'y / �Q� y \ / \ � � � / � \yN � \ \%, � Lll , / � __ ' ; , / : ra CJi . Z � ,� N , G�51GN REV ; E �� ; �\ m \ � STAFF APPRQVA3 . �f� �` RECREATION PATH EASEMENT / 8� '39 I � 3 � DY� O \ �Z \ (RECEPTION No. 908759) � �" � � ' - " - � N� o `o ,o c�-. "� --- � i•`F� - - _ � . � � o �- �92 0, G � � Zg 0 � z � 0 • o. cn� � � ° � .12, �6.� E , � � N � � �5.zz N� 4 ✓ � N E13 � � N31 '40' 14'� W - 1 . 44' 34.46 LINE TABLE � LINE LENGTH BEARING ag .12 E1 49. 77' N07'07'48"W Cj77�2g' 10" w ' LINE LENGTH ABLE BEARING E3 3. 24' S57'47' 47 " W �' GRAPHIC SCALE -� L1 6 . 35' N20'17' 11 "W E4 15. 59 ' N32'42 ' 13 "W � � � 30 0 15 30 60 m \ L2 4. 79' N20'17' 71 ' W ES 5. 00' N57'17 47 'E N31 �4�� � 4�� W - 1 . 44� L3 59. 18' N69'42 '49 "E E6 62 . 26' N32 '42 ' 13"W g �4 4 . 79' N20'17' 11 " W E7 10. 38' S69 '40' 21 " W ( IN FEET ) � L5 59. 29 ' N82'49 '24" E E8 70. 82' S31 '27'38"E N (�' � �nW L6 18. 52' N39 '10' 12"E E9 27. 00' S07'11 ' 35"E 1 inch = 30 ft. ^ 577 •2 , 2' L7 4 . 88' NO2'44' 06"W E10 28. 87' S32'42' 13"E ,� $9 ' �g 65. 38' N68'30'09" E E11 33. 72 ' N66'S4' 19 "E FOUND CHISELED "+" L9 20. 54' S21 '3D' 33"E E12 129 . 43' S18'27'07" E REP�CEDEWITH BRASS TAG MONUMENT LECEND IMPROVEMENT LOCATION CERTIFICATE �� 0 30. 00' S83•5s� is° W E13 � o. oi � s� a•� z �ss ° w GORE CREEK RESIDENCES , BUILDING 1 , � `„ L.s. No. 27598 U1 3 . 15' S15'46 �41 �� E E14 12g. 43 ' N18'26 ' 49 "W S O , , '�_;�`. O fOUND No. 5 REBAR WITH AWMINUM CAP, L.S. No. 33655 LOT 3 , WEST DAY SUBDIVISION g �� �� �� OO FOUND No. 5 REBAR WITH ALUMINUM CAP, LS. No. 27598 CURVE TABLE TOWN OF VAIL ti 0 FOUND MAGNETIC NAIL WITH WASHER IN CONCRETE, L.S. No. 27598 CURVE DELTA RADIUS LENGTH TANGENT CHORD CHORD BEARING EAGLE COUNTY, COLORADO � PEAK �aND CoNSU �TaNrs, iNC. EC1 25'43' 33" 177 . 25' 79. 59 ' 40. 48' 78. 92' S74'12 ' 56 " W m PEAK �AND SURVEYING, MC. DRAWN : EKS REVIEWED: BB m 970-476-8644 FAX 970-476-8616 SHEET 1146 . 1 $ ,000 uoN•s eiocE �ooP vni�, co a,es� DATE ; 1 /11 /O6 PLC JOB #: JVK III a . , i . . � y� r, � '' � ���. ir , r �`y,,jiA !�' �yr��iX , ri �+ ' ` � ' I i �, �� '� , 't, '� � ! r f'��'e^� �. �r �;.'�n — � T �a j , � � �ti'� 1 t{ :< -� '�� �c.,:: � ,, �/ �. i ' � 19 �1 � ��� � I ;� . ��� � � � 11T� � � ,t � ' � yv , �� ` � ` ' �1 ,: ✓ � , Y , _ �-, y �� 7 f'�a���, �NL/ f � " r.r.a ��e�..� ' ;���',. �! 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OM PLAN R� OR FLOOR TO WALL PIAIES TO FLOOR SHEATH�NG 91EA7HMG (2)-LAYERS 5/9' 2X6 SiUDS AT GYPSUM BOARD 1 1/4' RIY BOARD (4}10d TOE-NAILS (2)-RONS 16d 1 4 X 6' �'-4' yy�7{{ ONE SI� � WALL qt 1-.IdST VA7H 10d AT EACH BtApC NAILS AT 8' -NIA- -N/A- AN90N O 2X SILL PUTE �TM � � NAILS AT 3' - ��� 8A E PLYT�9'�AT� AT 4'-0' ,� 2 3 � 4 250 COmFR NAILS AT 7' � AT FA� PLY 3'-9" X 5'-9' X 10" FOOliNG �6,-5 � �2„ WITH (4)-�5 LONGITUDINAL �1 D 7 7/4' I8u BOARD OR (6)-�5 TRANSVERSE (TYPELW ) 2X6 57UDS AT is/sz• �rw000 i-.iasr w�ni (z)-aov+s iod roE Na�s (z)-ROws ise i/z' r x �� BO1'-4° WITH MATH tOd NAILS AT tOd NAILS AT 4' AT Y OR SI4PSON NAILS AT 4' RE: PLAN RE PUW ANdiOR BOLT 2X SILL PLATE 4' AT PANEL EDG'ES OFFSET ROWS 1/Z' A35 qJP AT 1'-4' AT 1'-6' 3`_cJ' 10'-1 1 /2' 4'-4" 27' 3 3/B" 4'-4 1 /4" 9'-0" 4'-4 1 /4" 10'-1 1 /2' 3'-g" � MINIYUIi SINPSOW MSi60 9MPSON HDBA 3 3�4� 13'-3' 14'-O" � 3I4� � � , 3'-9" X 3'-9" � 3X6 STUDS AT S5/32' PLYWOOD 7 3/4' LV.L IMTH SIMPS�1 A35 dJP (2�ROW5 16d S7RAP EACH END EApi END OF 3/4'4 X 10' 9�-O� 14�-2� 3 3�4 X 10° FOOTING G� 1'-4' 'M1H N9TH 10d NAILS AT (2)-ROWS tOd NAIIS AT 8' MATH Bd NNLS AT 3� aF wnu u.N.a WALL U.N.Q ON AN�r+ae so�T � - - - - �TM �4)-�Y5 �T� 3%6 SILL 2� AT PAN0. EDGES AT 3' OFFSET ROWS X 1 1/2' NAILS QI PUW PLAN AT 1•_8• i i i � I - - I - - , - B � - - - � 2� �� �� �TYPE �Q� !V �0 PLAIE 1/2' MIMIMUY , �.1 V 9YPSON LTP4 SIMPSON MS780 9MPSON HDBA � i J 6 - r - - - - - - � � ' -- - ° --- - - - - - - _ - - �j �I 3%6 STUDS AT 15/32' PLYWOOD ((2r}-1 3/4' LV.L WTH AT 6' MATH t6d (2)-ROWS i6d S7RAP EACH END EACH END OF 3/4�4 X 10' 2� � � gq.1 � . : - -- O � ' � _ _ I W 0 /� D� t'-4' N97H EACH FACE WIiH AT 3' OFFS�T ROWS (ORIENT' PI.AIE NAILS AT 3' OF ��Q W/1�.yPUW . ON ANCHOR BOLT � - � _I I . - - - - - ; - - � F1 O 3X8 SILL 10d NNLS AT Y � ' w �,,,,,� PLATE AT PANEL EDGES 1/2' MININUM VER7ICALLI� � � w / L - -r -�- J ; _ -- - - - - - � - -� I I 1340 � I � r . . L ._..l . .��-.- I }_6 ._6.5 � I : � �� I [V �`>-` - - _- I ^ � � L J 1. �ALL�PLYWOOD PANEI EDGES BACKm NATH FRANMG NATCHING REWIRED S7UD 7HIqCNESS. I I --y--- -� I -- -._....... ' I • L - -- -_ J L _ --_�J 2 AI1 RlYW00D PANELS 91ALL BE APA RAIID E77�OSURE I SHEA7HING r- .. �?- _- _- _ - - - - - - I � / � A❑ ___ - E i 76'-2 2� 11 ' B 16'-2 � . r /1 A � 4 EXTEN��SH�AR WALL DEN�TEDDOWN INSTALLAliON DETNL _ o .� w - -- - - - - - - -� --- I - o - - - - - � _: � N f 4-� � • ❑ �-� � •_s�j M M v � � 5. IN UEU OF 3X FRAMING, DOUBIE 2% STUDS q.Um AND NAILFD YA7H (2)-ROWS t6d NNLS AT � � � -�'`-" � � I I � 4" SLAB-ON-GRADE � � B' 11AY � USED AS A CONTRACTORS AL7ERNA7E. - 1 I_ - L - J WITH 6X8 W2.1 X W2.7 7 3�8� 7'-8 1 �2� �-9 3/4' n � � � 6. ALL WALL TOP PLAIES SHALL HAVE A YINIINIM SPUCE LFNGTH OF 4'-0' MA7H (16�16d NAILS W (2}ROWS : �- ` - - - - - - - -- 1 - � : I O N � � ; � s._Z. ; W.W.F. RE: ARCH. FOR ^ .� W Ty \ I r � I 4F� � A❑ ' 4 .+; � C�OR REQUIREMENTS I �` � � � _ - - - ..._.. ._J L _ _ ._ --- -11 '-6 ; AND FINISH � i i p i i ; 9'-8 1 /2" '-9 1 /4 1 /2' ; E COLUMN COLUM V � � s�-2� -� 6�-2� i r 7� FRAM � FRA E N ` � - � 4 11 '-6"'�] � -11 '-6� - - - - - - - - - � � � - -.........____-- ----- � / \ '_ ; � �� � • � � : i i / \ TOP OF � a W [x] '� WOOD FRAMING NOTES: � M 4" SLAB-ON-GR DE e N I I Z � � �� - (-� s•-z - �� � � , s�-^e � � �/ � NnTM sxs wzi x w2.� s�.o � . , � T.S. 14X4X7 /2 COLU� • . j � � W.W.F. RE: ARCH. FOR � i � � WALL � j CI� . i � / � HI FOOl1NG CONTINUES � \ I � STEP �j t . ALL WOOD FRAMING JOISTS SHALL BE LPI/32 TYPE JOISTS AS � t _I COLORANDQFlNISHE � - - - - - - - - - - - - - ' - - - - - - - - - - - - - ��� �-2� �4�� - - � � V MANUFACTURED BY LOUISIANA PACIFIC CORPORATION. ALTERNATES -- -- - _ �- � TO LL OVER LOW FOOl1NG _ _ _ - �a " .- - - -- - -- - - - - - --- - -- ' _..... - ---- - _ ... _......... _ D. 3 _ : - r- , + - t SHALL HAVE EQUAL OR GREATER CAPACITY AND SHALL BE ap � _� � �_� � � �2+ � - - - - - - - - - - REVIEWED BY THE ENGINEER OF RECORD. � / WALL "c•r `�, : '" O .. . m � TOP OF / i'- - - - - - - - - - - - - - - - - - ' Sl'EP I - - - - - ' � � 2. L.V.L tNDICATES LAMINATED VENEER LUMBER BEAMS, AS MANUFACTURED BY � � � SLAB tg'_Z' T � T � I , ' � (- - � / �- � � -�" � -12'-O' � T.S. 14X4X1 / I LOUISIANA PACIFIC CORPORATION. ALTERNATES SHALL HAVE THE SAME OR .I i WqLL STEP � / / I I T.S. 14X4X1 /2 i � � � � I � COLUMN � � O GREATER CAPACITY AS LISTED IN 7HE STRUCIURAL GENERAL a � COLUMN ' ' TOP OF � ` \���q. e No�s. � i2•_z � /a'7 � � I � -- - - - - - - / � � � T.S. 14X4X7 / y. i � i - - �-; PLYWOOD i I 8 � � �\ ` � r � _..- -- - _ 3� ❑ IPDI�NS S COLUMN DOWN ONLY- MULTIPLE 2X FRAMING NOTED ' ' ' � - I I COLUMN M � i � I I �• i �\ ---_ M V � �-� _� • i i - i',.. ' �: � o �� HIGH FOOII G CONII UES � � N , i �2 � I \ _ � . 4. � INDICATES COLUMN UP AND DOWN UNLESS IT BEARS ON .- - - - - - - - TO WA OVE LOW F OTING � i i \ CONCRETE WALL OR FOOTING BELOW, OR IT IS LABE�ED UP ONLY. _ . � .� i � � g�-2�� r• . I M I , � I p � � - � �,� I _ I � � � �6� • � � ,_ . �' r.i... � � 12' LPI/32 � - - - -- ------_._. _ ._.. ..__ 5. < > INDICATES TOP OF BEAM ELEVATION OR PLATE HEIGHT ELEVATION_ ;� �9� / I � a � ' ' � � AT 1 '-4° N 51.0 � ,.,� � ; � (2)-12" LPI/32 � � I � � 6. INDICATES TOP OF STRUCTURAL FLOOR SHEATHING i� . � / / � + � � � . `a . � I I � `� ���T ' ' �, �' ' ; AT f '-4' � ' - � o om���DBV�rme E VAnON. i I � \ N � � •� I I � i � < � I � � � m = � � 3 � M ;� .- � , � � - � ; ` : " ; VAIL RESORTS 7. HEADERS SHALL BE (3)-2X8 UNLESS NOTED OTHERNASE. ALL ` � O N�' N j I I o ' ; I : _; � ----_- - �-� --� CLIPPED STAIR NOT tI ( I , I : � HEADERS SHALL BE BUILT OUT TO 5 1 /2° (3 1 /2") N/fDTH BY � ; � � I Z � I `�< I vI I � ; I ' � APPROVED. BUILD STAIR - � I i I DEVELOPMENT ADDING PLYWOOD SPACERS AS REQUIRED. . � � � � b p 12 co p PER BASE PACKAGE � ' c� 12" LPI/32 � � ,f c•r N � � 12" LPI/3 r � � � / � ) � p � � AT 1 '-4" � � AT 1 '-4� 54.1 � �.:� 17'-2 3/4" � FOOTING . CO��Y B. ALL GOLUMNS SHALL BE 3 -2X6 UNLESS NOlED OTHERIMSE. � " I � rp I � � m � (3)-2X6 � i � � uf AVON, COIARADO 9. WOOD COLUMNS SHALL BE CONTINUOUS FROM FLOOR - � m sI � . � ; '4- � HEADER AT I � � TO FLOOR OR FLOOR TO ROOF. lRIMMERS SHALL BE ADDEO TO � � � 13'- 1 5/8° � j I " � � � � �_____ ILANDING 12'-5 3/4" I 3'-0" EEp . OOTING 1 '°- / � iq nxcFn'rn.a'�aacoao NOTED COLUMN SIZES AS REQUIRm. � I i " WITH ( )-�TOP AND e � C� I �� ' -` WAL.� STEP � � I 7 I I � i I � 2)-12' LVL ( OTT _ , ' D ��' / SIMP N HD15 � 10. � INDICATES INTERIOR BEARING WALLS. FLOOR JO�STS � L O - �� � �,1 12' LVL IN-LI E 54.1 BEARiNG LOCATtONS SHALL tJNE UP tMTH STUDS BELOW. � � � \ I � WITH SHEAR ALl I I ;� �EARI WA __ � _ � - • � ' ON 8 6 COL o ■ , ? t . ALL EXTERIOR WALLS SHALL BE CONSTRUCTED USING 2X6 � �\ '��\ � F OT1NG � I I I aj � '� I TJ��` - - -�- - 1 C. 3 �� STUDS. REFER TO EXTERIOR WALL DETAILS FOR ADDITIONAL � ��� � I TS 4X4X1 /4 � � N STEP W LL INFORMATION. EXTERIOR STUDS CAN BE SPACED 2'-0' FOR � STEP BOTTOM ��6 5/B" PSO HD15 � �- - �- -� , � i� \ \ COLUMN � �ir � � SI P50 HD15� �B°"`�' �0�0�0 WALLS SHORTER THAN 10'-O . STUDS 5HALL BE SPACED 1 '-4' � \ , \ � OF FOOl1NG � O 6X6 COL. ' v cv � � I � $ BOTTOM ON 6X6 COL. I S�P � FOR WALL SHORTER THAN 14�-0" AND TALLER THAN 10'-O�. . �� , J � S P B OM r , I � - -� N r � r- . O FOOTING I FOOl7NG \ � , - - ■ - - - - - O FOO NG � STEP BO7TOM � � - � - ' � � TS 4X4X1 /4 '� � . � d ��a�N� 12. ALL BEAM/BEAM ANp BEAM/COLUMN CONNECTtONS SHALL BE � � - � - � - � - I � COLUMN nffi�cx,vcaurecr I _ OF OOTING I � � _ • � I MADE WITH SIMPSON STEEL PLATE CONNECTORS UNLESS NOTED � � "" _ , _ , _ , - - - � J iq I I j� OTHERWISE. � � - = - _=- - - - � � 3 I \ _ _ 15'-4°) I I�7EP BOTfOM I . O .r HART � HOWERTON - � (-75'-4 SIMPSON HD1�5 - - -. -. _. I t 3 : - • - 2�-0" X.. 1.... . . _.....FOQ]7NS'r-- --- --.._.... f ( ( xawxowc.rmwmwc 13. RE: ARCHITECTURAL DRANANGS FOR LOCATION AND SIZE OF m � SIMPSON J; � ON 6X6 COL.I BEARING WALL AB '� � -I- FOOTI WITH � I 4 ' I ROUGH OPENINGS IN WOOD STUD WALLS. � HD5A / I - 3'-O DEEP FOOl1NG � SIMPSON � T� _� _ ' ; (3j EACH WA'�' t 3 � m � HD5A � � � I -- � srnvcnmetmrsm� 14. RE: ARCHITECTURAL DRANANGS FOR HANDRAIL AND STAIR tU FOOTING � � ' �TM (3)-�5 TOP AND I � '� � � 4'-6" X 4'-6° X 1 '-2 ' S1. � xoxaoanxawatL�rcu�su�rc FRAMING DETAILS. S'fEP i i BOTTOM I 3I ��-4�� � � 3I EACH WAYnTM (5)-�5 51. � _�_ L ' J i I � AVON. CALORMO 15. ALL EXTERIOR WAL�S SHALL HAVE CONTINUOUS STUDS FROM � � I � - - �- � - � ��N�������ffi � _ � c� � •�2 � � 4•-s' x a�-s- x i '- � I � FLOOR TO FLOOR OR FLOOR TO ROOF (INCLUDING RAKE WALLS). ' 1 I � (I � ZI � a,* -- � ZI � -� 2'-0' � I -� s ...___-_ � I FOOl1NG WITH (5)-/5 AVON, COIARADO 51.0 I , � � � � TOP OF 10 1� 4' O � I EACH WAY ��cIN� � � ` W � < � -�, � 54.1 - �_ s ---_ . w I PLYWOOD �±i 1 : _ �_ _ m � "'-� d m � `3� 0� ii i w � ' I I I AiYRV�AII�CAIDHADOG�ING FOUNDATION NOTES: , � �I - ___ __._ i -- __ i2 �i/a2 � I I � I - 7}..__�.2"_CV� _-: al � M � � 1�3=3 3 4�^ � AT 1 �-4' � I iv 1 . DATUM ELEVATION 0'-0' EQUALS USGS ELEVA710N 8120'-9' � . BELOW SHEAR WALL ABOVE � � I I �--- � ` . I \ N °° � : � � I : � 2�-0� X 2� _ i � � i I F � � r, - rROJECr ���: �as \ I � � io ip SIMPSON HU 3'-6'X3'-6"X DEEP ' � • ap u1 2. jXXX'-X'] INDICA7ES TOP OF FOUNDATION WALL ELEVATION. � '-' �__ � � ; Q � (3)-�p5 EA , ' - - - � Q � HANGER .- SIMP ON CONCRE7E PA � � I \ I 3. (XXX'-X") INDICATES TOP � FOOTING ELEVA710N. I WALL I ' �� apI B - - 1 m � EACH END � I" HU � , ( WITH (�)-�5- 8H WA � I f -� B•-2� � g� � � I � � N LSSUE REVISION DATE S T E P ap X O . �-r__ F __ x I L HANG R - FOR ME� I T O P O F � � M °' I \ I ; N � � , _ N - - � r.� -- "� � CRAWLSPACE •- a� � " . � _I ` ASI #11 07-22-05 4 REPORT.CTOR SHALL FOLLOW ALL REWIREMENTS LISTED IN SOILS � I q I " 3'-11 3� D �' 6� --- _ �_13•-� _Tf�„� ( I _ ' I I BACKFILL c� � . � , I I j 5. CONTRACTOR SHALL PLACE (3)-�5 VERTICALLY FULL HEIGHT OF � -'T � ��-�' 2X10 AT 1 '-4" I � _ _ _ r_ � _ i : � i � N j I : �li O WAL� AT HIGH SIDE OF ALL WALL STEPS HIGHER THAN 4'-O' IN I ADDITION TO WALL REtNFORCEMENT SHOWN O1}iERWISE. � I I � � ' I � 2� LP��3z 4 I � -13'-O 1 /2" " � I � I � I ; � � ! � 9 0 12'-7 1 /4" ` AT 1 '-4" � • • � � �. � -8 � � I I 6. ALL FOOTINGS IN CRAWLSPACES SHALL BE BACK FILLED NATH N I = � I ; TOP OF I FOOTING - -- ---- � � 54.1 h COMPACTED STRUCIURAL F1LL TO THE TOP OF THE F0071NG I FOOTING � � -� s�-2� 00 NG I 3 -'�5C j PLYWOOD � ' I STEP � 2' pl� AT 1 '- " � � � � ; 9 I I P OF --- � )-12" L I � ' `- - -1 f � MINIMUM, UNLESS NOTED OTHERNASE ON PLANS OR SHOWN ON STEP I : S�- � M `m ' - - 2 -8 7 2' LVL � • : SEC710N5. 54.1 i F`tAWLSPACE. _ i I . ' ; i I 7 J. FLOOR ELEVATIONS SHOWN ARE AT TOP OF SLAB OR AT TOP OF �I i : , ACKFlLL �17r 8 5� I X T _ i _ S�P � I I PLYWOOD FLOOR SHEATHING. �� , I �k" � ' ° • -- - - O 1 ' ; _ FOOTING 7 " LPI/3 � : " ( � 8. FOOTING ELEVATIONS SH01MN ARE MAXIMUMS AND MAY NEED TO � �" °- �- T 7 '-4' � , � � �g� _ �; BE LOWERED DUE TO SOIL CONDITIONS. VERIFY CHANGES 1MTH m - � � L- - ' - - - - - ' - - aTRUCTURAL ENGINEER. � � I - - B - - . % � _ . . _ ..._... - - - - �- , � _ - - - -- �. ?LACE SLAB ON GRADE ON STRUCTURAL COMPACTED FlLL OR � u� - r OPENING FO 7" W S�P - - • = I DUMB WAI SHAFT CRAWLSPACE �� , ACC SSPOCPENI A. 7 NATURAL GRADE AS OUTLINED IN SOILS REPORT. ' I ; -13'-9" ACCESS OPENING ; - -- _.. ? 0. UNLESS OTHERNASE NOTED - ALL SLAB ON GRADES ARE 4' THICK o I ___ ,_�- -_ � � -,,,_ TOP OF SLAB T GARAGE �2�-8� X Z�-6"� 2X1O - NATH 6X6 W2.1 X W2.1 WELDED NARE FABRIC. � � I � 12' LPI/32 � - - � I I � - ' � AT 1 '-4. - _� � LEDGE : WITH � ---� �: � � a 17 . PROVIDE CON7ROL JOlN7S OR CONSTRUCTION JOIMTS AS SHOWN � � - � 3'-0'X3'-O CONCRElE 5�8-p 'r ON FOUNDATION ,1PLAN. MAXIMUM SIZE OF EACH AREA SHALL NOT O I RE NFORCEI PER 6[/54.11 ) n ANCHO AT 1 '-6' . 8 1 �„ EXCEED 225 FT . ` L - ; � � Q 54.1 `---� 54.1 t- - ._. . ! ' u, `. 2. CONIRACTOR TO COORDINATE ALL DIMENSIONS AND DETAILS N WITH ARCHITECTURAL DRAWINGS. _ �-_ _F_ m - . � - -- ■ - -� -i ----__J .._ ___�. _... r 13. CENTER FOOTINGS UNDER WALLS AND COLUMNS UNLESS ; ' J ; 1 � DIMENSIONED OTHERWISE ON FOUNDATION PLAN. - - - - � 14. REFER TO ARCHITECTURAL DRAIMNGS FOR STAIR FRAMING DETAILS , Wa-� e U N I T 1 � U N I T � " AND LANDING SLAB ELEVAT10N5. S�P � ; ; S4.1 ' ' ' _ - - _ . '- -- �---� _...__ � _ . __._ _ �; � 15. A�L 511E WALLS NO7 SHOWN ON 7HIS PLAN SHALL BE BUILT PER �'� BUII.DING #1 m ARCHITECIURAL LANDSCAPE PLANS, DETAILS AND ELEVATIONS. � NO'tEDaOTHERWISE. NOT BE CONNEC7ED 70 THE BUILDING UNLESS 13'-4" 12'-70 1 /6` 13'-3 1 /4" 12'-70 1 /2" 14'-3 1 /2� ¢'_� � " GARAGELEVEI, FRAMING m AND FOUNDATION PLAN � 16. ` ` -__ INDfCATES CONCREIE WALL AND FOOTING CONSTRUClED 71 '-6 1 /Y � Q � BR15 . UNDER SEPARATE PERMIT. Q . . O � 17 X� INDICATES SHEAR WALL. RE: SCHEDULE FOR ANCHOR BOLT SPACING B U I L D I N G 1 G A R A G E L E V E � F R A M I N G � � -■ • �0 ?9'^ � � • I O o SPACING AND HOLD-DOWNDS. y AND � OUNDATION PLAN ;, :o 1 4 = 1 -o y N �'' O Q ��F CO�-�P U g _._.._ -- x SHEAR WALL SCHEDULE WALL FRAMING SHEAhI1NG AND BLOdCING REOUIREMENT BLOCKING/RIM SILL PLA7E FLOOR TO FLOOR FOUNDAiION ANCHOR Q2004 42�40 ARCHITECTURE. INC. TYPE RE(k11REMEN75 FASIENER PATTERN AND ATTACHMENT TO 80ARD ATTACHMENT ATTACHMENT HOLD-DOWNS HOLD-DOWNS BOLTS (U.N.O. ON PLAW ROOF OR FLOOR TO WALL PLAiES TO FLOOR SHEATHING SHEAIHING (2)-LAYERS 5/8° 2X6 S'iUDS AT GYPSUTA BQARD 1 1j4' RIM HOARD (4)-tOd 7�-NAILS (2�ROW5 �6d 1 /2� Y X 6' � �_4° yN1}{ ONE SIDE OF WALL pR I-JOIST NATH 70d AT EAf�i BLOGC NAI4S A7 6 -N/A- -N/A- �nr�s�orr � 2X SILL PLATE 4M711 6d COOLER NAILS AT 3� ��� NAILS AT 9� AT AT 4'-0' 2� BASE PLY AND Bd COOLER NAILS AT 7' AT FA� PLY � 2 3 4 1 1/4' RIM BOARD OR 2X6 STUDS AT 15/32' PLYW000 I-�IST WI7H (2)-ROWS tOd TOE NAILS (2)-ROWS 16d 1 /2� Y X 10� P�� 1 "-4' MATH NA71i 10d NAILS AT 10d NAItS AT 4° AT 2' OR SIMPSON NAILS AT 4' RE: PUW RE: PLAN ANCHOR BOLT i 9'-O' 14'-2° 2X SILL PLAIE 4� AT PANEL EDGES OFFSET ROWS t/Y A35 GJP AT 7'-4' AT 1'-6' i i � li _ V �0 MINIMUM � i � SIMPSON AJST60 SIMPSON HOBA � I 3X6 STUDS AT 75/3Y PLYN�OOD 1 3/4' LV.L WITH SIYPSON A35 CLIP (2)-ROWS t6d SiRAP EACH END EACH END OF 3/4'4 X 70� � � I 6 � I r /1 O3X6 SILL 2' AT P/WEL�EDGES AT� 3R�OFFSET ROWS XT187/2' NAIL.g NAILS AT 3' OF ��U.N.O. WALLP�.NN.O. ON AN�+OR Bfi T 13'-3" 14'-O" 1 BX6 54.1 I 1 v � PLATE t/2' MINIMUM I COLUMN _ _ ' 7'70 I l I CO�UMN AND PtER � CQLUMN ANO PIER � CO�UMN AND PIER { ? i ! 6X6 i 6X8 SIAJPSON LiP4 SILIPSON MST'60 SMPSON HDBA € : r , __.........._....-8X14_......_____; ; � ii 3X5 STUDS AT 15/32' PLYNf00D (2)-1 3/4' LV.L MAiH AT 6' YATH 16d (2)-ROWS 16d STRAp EACH EN� EACH END OF 3/4'4 X 10� � i � � � i I ; ; COLUMN A I COLUMN 7 H DO 1 '-4' VATH EACH FACE IMTH (4)-ROWS tOd NAILS NAILS NAtLS A7 3' OF WALL U.N.O. WALL U.N.O. ON ANCHOR BOLT i � 6 2 3/16� �= � � -_�- : F� O 3X6 SILL 10d NAILS AT 2' AT 3' OFFSET ROWS (ORIENT PLAiE OM PLAN PLAN AT 9' � � _ 1340 PLATE AT PANEL EDGES 1/Y MHJIMUM VERi1CALL`� COLUMN -- I _..__. - - - T - - - � „ -__ SXi�-- - F� L _ ' _ � i _ /� No.� i + _ h._ _ - n _ Q �•\ _ Q ^ . ` r^� 5 . Ri1 PLYWOQD PANEL EDGES BAqCED NATH FRAMING MATCHING RE(�IIRED STUD iHIqCNESS. I 6X6 6X6 ` - : "" --- - N � F� 2. ALL P?YWO�� PANELS 9iALL BE APk RAlED EXPOSURE I SHEAiHING. - -�-- COLUMN COLUMN - -......._.._-_�� ______.... __.._- I �C 2X12 w w (2)-2X12 ��� O 3. RE: 5,lS1.0' FOR iYPICAL HOLD-DOWN INSTALLAiION DETAIL ---i--- i �! e � AT 1 ' O a AT 1 ' 4 i V j �F. EXTENT OF SHEAR WALL DENOiEO BY � ___- _ : � � -_ _....: I .�. a N w H � 5. IN tlEU OF 3X FRAMING. DOUBLE 2X STUDS GLUED AND NAILED NAiH (2)-ROWS 76d NAILS AT - ---------gRT4 --- " " z CI� 9' MAY BE USED AS A CONTRACTORS AL7ERNATE - ' ° - N i i � N � W O 6. ALL WALL TOP PLAiES SHALL HAVE A MINIYUM SPLICE LEN6TH OF 4'-0' WI7H (16)-16d NAILS IN (2)-ROWS. ' ; .- ; g � _ � -_...... � � -� � N 9'-8 1 /2� 2'-2 1 / 7'-8 1 /2� ,N,, '-9 3/4" r�i � o 51.0 �j � (2)-2X12 2X12 j� ; i TS 14X4X1 /2 � � � �j ^ ^ v AT 1 �-4' ❑ AT 7 '-0' " FRAME COLUMN I _ � 4� C UMN 4 ICO N w F� .�~.y i �p I I -0' 2 1 2" I �r1 Q � • , � B 54.1 � � � ♦ TOP OF � f�l � d Sy.O TS 4X4X1 /4 a� � PL i � x e i X y� COLUMN 3 � I N � ?y TS14X4 ' ` � m n � p i ; i � � i � � � FRAME COLUMN i �p � � � � -0'-2 1 /2' vJi � S�.1 - - 6 � - - � �_ - - - - - - �-� z�u��32 - - - - - s4.� � � PLYWOOD `�� , �3�-9 1 �2" L.V.L. ` � --_- T$ lOX4X1 2 + � � A � -4 <-0'- 3�4"> � D. 3 w O � �' � � < 3 3/' i i ' ( SIMPSON UP � � a ,�� (2)- CSX9][ � I I p pN�y � � . I . (5)-2X6 HGUS 410 I O ' �9 � (5)-2X6 uP I � ONLY ' � I i I COLUMN HANGER (5)-2X ONLY � M ; 1 i i • -- - EACH END COLUMN � � }� ; � DOWN o I i i � I _- - ! �4)-12' LV.L I r/ � � D 3)-9 1 /Y L. . - - - - - - - 1 �4" STEEL � � AT 2' I03 � • '- j I i 12" LPI/32 � N (2)-12' l.Pl/32 SADDLE WELDED � i i I AT 1 '-O' � 12' LP1�32 ` , ' � : A T 1 '-4' T O B E A M W E B � � i • • , A T 1 '-4 WOOD FRAMING NOTES: ' � lo � } � N ; �.-.---____..__.. __-_-__._ _ __ ._-_- � (4�-12' LVL m � � • � � PROVIPE � I a PROVIDE � I- I .�. ; OPENING FOR FLUE 1 . ALL WOOD FRAMING JOISTS SHALL BE LPI 32 TYPE JOISTS AS � • � N° ' S BELOW (RE: ARCH. FOR SIZE °��D�A� / i � O P E N I N G F O R F L U E , ` i .� � MANUFACTURED BY LOUISIANA PACIFlC CORPORATION. ALTERNAIES 5 � BELOW RE: ARCH. ; ; � � � SHALL HAVE EQUAL OR GREATER CAPACITY AND SHALL BE FOR SIZ�) ' � " � : �•� (4)-12" LV.L. � VAIL RESORTS REVIEINEO BY THE ENGINEER OF RECORD. ; � �'� N UP Z� ' � i I - - , I 1 2. L.V.L.° INDICATES LAMINATED VENEER LUMBER BEAMS, AS MANUFACTURED BY ' tY Lpl/32 � 2• LP� 32 �I� ON Y n I � Z� LP��32 ! ; � � -- ; O._o , DEVEI.OPMENT LOUISIANA PACIFIC CORPORATION. ALTERNATES SHALL HAVE THE SAME OR AT 1 '-4' � X � • TOP OF GREATER CAPACI7Y AS LISTED IN THE 5"fRUCTURAL GENERAL AT 1 '-0 N ap I W AT 2'-0 �- ' (5)-2X6 pLYWOOD �5�-ZX COMPANY NOTES. i . COLUMN COLUMN ' i (4)-12" LVL � m � � i ; AVON, COIARADO (4)-2X6 � (2) SI PSON MST7Z 3. ❑ INDICATES COLUMN DOWN ONLY- MULTIPLE 2X FRAMING NOTED � T ' CO�UMN (2)-1Y LP� �3y � ��'4P (�� I ���«��o SIMPSON -"f I SIMPSON ARO LVL BEAM � P��S' HGUS 410 1 /4' STEEL SADDLE � 4 AT 1 '-4� . � (5)-2X6 HANGER WELDED TO BEAM WEB � HU HANGER N TO S S ABOVE) 4. � INDICA7ES COLUMN UP AND DONM UNLESS IT BEARS ON I COLUMN EACH END (4)-12� LVL . . �'� 3)- ' L.V.L. � O � ; �� , ,1 CONCRETE WALL OR FOOTING BELOW, OR IT IS LABELED UP ONLY. � �3�_ � . � , UP . � . ONLY . 2X8 - -- ._...... ___ � �.�.,....�_. ,.1,__ - - . � � I 5. < > INDICATES TOP OF BEAM ELEVAl10N OR PLATE HEIGHT ELEVAl10N. i , O'-0 2X4 AT 1 '-4" . 12 LP1 �32� BEARING WAL AT I � I '4T � �- - - - - - -+ - - - - - - C. J� � 6. �- lN�ICATES TOP Of STRt1CTURAL FLpOR SFtEATHING t4 � I 3 � Ny AT 1 '-O �P OF LANDING BEL W 2' LPI 3 ` 12" LPI/32 X nert,rc�� �daad, PLYWOOD T 1 '-4' �- : AT 1 '-4� � ELEVATION. SHEAR WALL 4,� I � RE: ARCH. FOR • � � � � ABOVE UP LANDING i �? � �O .. � RE• ARCH. FOR � 2 � �-� X N ' � 4' S EL SADDLE n � n`"s�P�''�'�'� 7. HEADERS SHALL BE (3)-2X8 UNLESS NOTED OTHERWISE. ALL O • LANDING � ONLY ELEVAT10N • • .6 )� : UP ONLY " y�LDED O EA B UP nxcEm'scr HEADERS SHALL BE BUILT WT TO 5 1 /2" (3 7 /2°) NADTH BY 3 -12° L _ ' ' V � ELEVAT10N 1 S� ; B M ONLY nffitcx ADDING PLYWOOD SPACERS AS REQUIRED. . - < <• Z �l _;,,,,_��„� ..,,,,,,.,. - - - - - - - - - - I -- -c �_ -- � UP TS 4X4X /4 � Z� �P�I32 I � ONLY I HART HOWERTON � ) 2 -12 L.V.L. AT 1 '-4' _ 4�( UMN O iO I 8, ALL COLUMNS SHALL BE 3 -2X6 UNLESS NOTED OTHERWISE. C - ___ _ • i � D X --�--Z--w --- - - --- ' ' 4 � � N , � ��_ , ��,� xawYOax,rmwYamc 9. WOOD COLUMNS SHALL BE CONTINUOUS FROM ROOR � - ---- UP ONLY ,�� ` ' ! St 1 Y n _. ___ _ _ _ _ __ _ _ ___ _ _ _ _ _ _ ^ __ TO FLOOR OR FLOOR TO ROOF. TRIMMERS SHALL BE ADDED TO (2) SIMPSON MST72 ' p 2X4 AT 1 '- � i ,,, /i �U��,���� NO7ED COLUMN SIZES AS REQUIRED. S7RAPS (WRAP I (2) SIMPSON MST72 BEARING WA ; AT 2X8 , 4X4X1 /4 '�` _-.... _ �-1� -L I I xoNxoBeNSaoect�cua�x,uac AROUND LVL BEAM . STRAPS (WRAP I LANDING BEL , AT 1 -4' C LUM � ; � � � � AVON,CAIAAADO 10. � INDICATES INTERIOR BEARING WALLS. FLOOR JOISTS TO STUDS ABOVE) AROUND LVL BEAM '- - ' ' " ' �" �rf� a BEARING LOCATIONS SHALL LINE UP NATH STUDS BELOW. B I TO STUDS ABOVE � 12 LPI 3 ! 3 -2X10 CIJPPED STAIR NOT I � - q �'-4` I I � �ntnxccnLmac�nccnc.�cni� O,i � I - � _� , � LFSSNGBd�S.INC 71 . ALL EXTERIOR WALLS SHALL BE CONSTRUCTED USING 2X6 AT 1 '-4' _ APPROVED. BUILD STA1 •COLUMN 1 ^ ; I I • PER BASE PACKAGE � UP � » AVON, COI[7HAU0 STUDS. REFER TO EXTERIOR WALL DETAILS FOR ADDI'f10NAL • � __ _._ - - ONLY M �,� �,���� lNFORMATION. EXTERIOR STUDS CAN BE SPACED 2'-0' FOR I O I ` - "� AfPINHFNGINPF�IING,ING . WALLS SHORTER THAN 10'-0". STUDS SHALL BE SPACED 1 '-4° I , • � < < y _ I I ^ V���� i i FOR WALL SHORTER THAN 14'-O' AND TALLER THAN 10'-O'. , _ � �._� � .�. . r . � � �_ ' -�- I I 1 SIMPSON _... _- _ � - - - - _ - -- -- _- ' � - - � � HU HANGER , II� 12. ALL BEAM/BEAM AND BEAM/COLUMN CONNECTIONS SHALL 8E • � � � � I Iot MADE NATH SIMPSON S7EEL PLATE CONNECTORS UNLESS NOTED � ' OPEN ' PROJE�f NUMBER: G285 OTHERWISE. » :. J ___. ____ _.. _._ S .1 � � O � �o • _ . . 13. RE: ARCHITECTURAL DRAWINGS FOR LOCA?lON AND SIZE OF �'� I � I '; I � I � � V DATE ROUGH OPENINGS IN WOOD STUD WALLS. ^ ' � (4)-2X6 COLUMN I ' I ' � - - �3 I I W � -12` L.V. ' - -- -. 1 ' I ---, o ISSLJE RE � • 12` LPI/32 :i�l Up�--8T1CY ----- --- ......._ . : S41 : X � � ASI #11 � 07-22-05 - ION 1 4. R E: A R C H I T E C T U R A L D R A W I N G S F O R H A N D R A I L A N D S T A I R - � � AT 1 '-4" - , - " -----�- � i I _ � _ � I I � - ' FRAMING DETAILS. , � , � __ 9MP ON HU HANGER 15. A L L E X T E R I O R W A L L S S H A L L H A V E C O N T I N U O U S S T U D S F R O M 1_ I � - - : � T ��4 32 I I � N L Y 1 2" L P I�3 2 FLOOR TO FLOOR OR FLOOR TO ROOF (INCLUDING RAKE WALLS). UP � � (2)-12' L.V.L. -- -- U pNLY � � AT 1 '-4' _ 1 W SIMPSON HU � � ; I 9 - ON L Y U P I COLU N _ �I a HANGER � I I GE 54.1 _ _ ONLY ' _.. _ _.... � (2)-12" L.V.L. . ; SIMPSON r -- 1Y LPI/32 f i ITT HAN R l : I ' AT 1 '-4' __1 _ e - ._... . � : ----- ; _ N : __ , �- _; - ��.� � � 54.1 I I 2X4 BEARIN 11 � I � ` N 12' �i/32 • • ON PF2ECAS U4 I I : - - M : ; N ' ;�: � �_.. ' � AT 1'-4' I � � I I ; - ' 2X4 AT 1 '-4' v ; =-- -- ` \�` : N -- ' (2)-1Y ' . . AT '-4' -- � � BEAR SX50 /� 5TONE VENEER 9EARING WALL ON - SHEAR WAIL SCHEDULE 02004 42�40 ARCHITECTURE, INC. WIUl FllAtlP1G SEA7FWIG Atm 9LOCJONG REGI�F'JOiT 9LL PL/17E F100R 70 Fl.OQ! FdApA 7YPE REWIRE?IEH75 FAS7ENElt PATIERH AIO ATTAd11ENT lO ATf ATTAO#iENi lIOI�DOWF HOLD-DOwiS BOL1S (u.Ka a+ vuN �� ro w�u runs � ��� 9(8 SNpS AT 1 7/4' tG/ B0� (4�-tOd TOE-Nl1115 f2�R0'1B 18A 1/Y f X 8' t'-4' WIiH � � � w� GR h.IOLST M17M fOtl AT EA61 BIDIX H3�r5 AT 8' -N/A- -N/M Es�� O DI SlLL PUTE NMLS AT�B'�AT NA115 AT 3' AA� 7SD C a R�i�Y/IIl.µS A Y AT FACE RY 1 / 4' NYI B�Af� Oq a�ce snws �r isJ�Y w.Ywoao i� ronH (7�qq� toe � qws }.pp� tae t/�' t x io' OD MN BO1•-4' MA7H W1H 10A NAILS AT tOd IWL4 AT 4' AT Y qi 91P901L zSWIS AT 4' RE: RAM NE: RAM AIkS10R �LT 4�-5�64 X 6" LAG-BOLTS YX 9LL PLA7E 4' AT PANEI mCtS � 1/2' A35 C1P AT 1'-4 AT 7'-e' 1 2 3 � NATH 3" SPACING IN L6X4X5/78 4 3X8 SIUUS AT 15/ffi' PLYNOOD 1 3 4' LVL WiN SYPSON ASS qJP (�ROM6 76d SIRM EAW Elb EAW DD OF 3 4Y X 10' � (2)-1 /2"P X 6' LAG-BOLTS C� � YATH M17N � ���RO� %T7 1�/2�NM�LS 1! AT 3' OF ��.N.0. wILLLPL�i1li a AT t-�l�T � I I � - e t - ... ..,:. . .. �_ ._.. .... . : :. : .:.. MAIN LEVEL ' �IP�N L7P4 �N YSI80 SYPSON f�BA . ! I I ; 3%6 SIUpS AT 15/3Y PLYMOOD (2�i J/4 LV.L. WiX AT S' WI7H 78d f2}A016 7Bd S'IRM F1101 DO EAfi1 END OF 3 �Y X 70' I � i DO 1'-4 W1H EAt:H FACE M17}I (4]-ROMS tOd NA45 NANS ilAILS AT 3' ff �1L1 U.N.4 IYNL U.N.G. GN BOLT �. w 3X8 S�.L 10d NAILS AT Y A7 Y OFFSET ROMS (diOR PUIE ON PLAp PLAN AT 9' 1310 PLAIE AT PANEL kVGES 1/Y YYYW VER11CJ01`� : . :. V� � � 1.�YIYOOD PANEI, mCfS BAf7ftV INf1N FRAYMG YATGOK REp1RED 51UD 1FIItl��ES __ _ _ " , W I I : __._ - - I 2 ALL PLYWOOD PANELS 9iALL BE APA RA7ED E7�O6UIff I 9iEAMNG __ - V A RE 5/51.01 FOR TfPMAL HqD-DOWN WSTALLMION OETAR. . _ __.._ _ 4. E7CIENT OF SFIFIIR WM.L DEMOlEO BY - • - • - � - _— `` ' 7 ' . : ,._. ...____ �""7 4�L BEAM O - ' �. RE�PLAL�1 _-- - - __..__._ e_. � 5, iN L7EU OF 3% fl2AYMG DW9lE 4% AUDS GLUED AND IULED W7H �2)-�Y5 18d NJ�S AT ' � i ;. — —� �`. / B� MAY � USID /5 A CaN7RAC70R5 ALitANAIE & ALL WALL lOP PLA76 9fALL NAVE A NNYUM SPLNE IENG7H OF 4-0' WI7N (i8r78d NAILS M (�-�6. - - I ' \ ` _ ___ _ _ '— _ ' ._ __— _ _ a WOOD FRAMING NOTES_ , � � A i � � -- � _._....._ ' � ` ' _ " ^ �, ; _ -_- ECTI ON � �. �LL xr000 r��NC ,iasrs sHU.� ee �/sz rwe .aisis �s -- -- -_ _.. I � ASI �11 �• H MANUFACNRED HY LOUI9ANA PAqFlC COltPORA710N. AL7ERNATES I - I , -_.._. _... .._. __ � ' \ � 1 -O r ^ �,.1 Q SHALL HAVE EOUAI. OR GREAlER CMAqTY AND SNALL BE �' : � ,---i � , . I � REVIENED BY lHE ENGINEER OF REtbR�. � � I �� � _ 3 4� ' ' � �/ J "� f ;� __ - - � - f w � � 2 'L.V.L.' INDICATES LANINATE� YENEER LUMBER BEAYS, AS MANUFAC7URm BY : " -- - � . -..- -� � T i ��� � �"d LWISIANA PAdFlC CORPORA7fON. ALTFRNA�ES 9iALL HAVE TiE SAAIE OR � I - - C-REAlER CAPAG7Y AS LJ57ED IN 7HE STRUCiURAL GENERAL � ��. _ __ � . �__ ' : \� '� � S � W O Na�s. 2 -2X6 TRIM STUD 1 � a p INOICATES COWMN DONM ONLV- YULTPLE 2X FRAM@iG NO7ED ' 1 � � : ! �53-5 1 /2" L.V.L. S � , . . -...-� : � ' KING STUDS r V � wwNS. i j ; I 9'-8 1 /2� � � x � �-- 2'-2 1 2" A ■ INDICATES COLUMN UP AND DOWN UNIESS IT BEARS ON I ` �-; L�1CREfE WALL OR FOOl1NC BELOW. OR IT IS � �� � UP ONLY. I I I •H 1 � � \ s. < > iNac��s raP � e�w �vwnor� OR PlA7E HdGHT ElEVATON. �3�-72' LV.L. I � i � � � ¢ ¢ 4� COLUMN 4I IC04U N � � � R{ 8. '�--- INDICATES T� OF STRUCTURAL FLOOR SHEATHING � ; � � v� �` 7�-8 1 �2� � �-9 3� �� ��/ w 44FVATIQN. - � � • � 7. HEADERS SHALI. BE C�-�8 UNLE55 NOTED 07HERWIS'E. nu ' (2)-05X9= A� � �Z��MN 9= I 1`�' �?. TS S4.1 �± �r/� HEADERS 9iALL � BUILT OUT TO S 1 /� (3 1/2') WIC7H BY � � � ; � � � � �JP � OX4X7 � v, AD�ING PL`fWOOD SPACERS AS REWIRED• � � C � 1 L1 — - � ` � ONLY �AME T.S. 4X4Xt /4 z , e. nu. cauMNS sH�u ee (a�zxs uN�ss No�reo orn�x�. ; I _ (3�� 1/ZLy.L�_ _ T.S. 10X4X7 /2 ' �T� BEAM , COLUMN UP - - - - - - - - - - - - - - - •- �-- - - - s. w�oo�oo�a�rs"�ro R�niwu��w.� �ooEO m ' 1 _ _...... - ....... � � ,_4t �., ,�10,_ � �4 � �oW►� D. 3 p�1 H NOTED COLUMN 512E5 AS REWIRm. 1 -2X6 lRIM STU � + r ,- - w� � '�, I r I .'_ � � • � S + - .__ .._.. O 10. �Tl�� 1NDICAtE51NlER10R BEAR1NG WALLS. FtOOR Jd5T5 � \2;-5 1 �2 L.V.L ry •�� ��✓�„n�,��,,,� - - --- -• . I I T.S. UP ^� BEARING IOCATIONS SiAli L1NE ua witri snms aaow. , � - iKING S7UD5 � T.S. 14X4X1 / PROVIDE 1 /2' X B X 1 '- n � � ONLY 0 ' FRAME COLUMN � SINGLE SHEAR PLATE WELDED e 14X4X1 /2 � r3 51. asiuo�����i�w������n�o►rw r L Lryl� . � LS 14X4X1 /2 ' : � ' TO T.S. COLUMN WITH (4)— /4"Y � 7.5. J� I I FRAME � INFORMATON. E)CTERIOR S7UD5 CAN BE SPACED Y-O" FOR L ���� AME COLUMN ' _ � ; : THRU-80LTS RE: 10/54.1 M � � COLUMN � 4X4X7 /2 �lyO wnus ssiorereR nau+ io'-d. snuos sHnLL se �� �•-a• � - - - - - - - - - � FRAME � wnu sHOrehx n�n►� �4•-w nno T� ninr� �d-o�. (3)-2X1 O � � ' � � I �` � COLUMN � 72. ALL BEAM/9EAM AND BEAM/COLUMN CWINEC710N3 91ALL � 3 I OI I � MADE YM7H SIYPSON STEkl PIAIE �NNECTORS UNLE55 NOTED ' V. � � G I I , �✓. .� � onaEaxnse. i _-..._ ___ __.... . . _ _ _......___ ___ _ • J. Z- - RE, - Y3....FOR i UP i UP � _� ._ __ �___ _ . ._--- - t3. RE: ARCHITECNRAL DRAIMNGS FOR LOCA710N AN� 9ZE OF ' ' I RdJQi OPENINGS IN WOOD STUD WALLS. . � I - � O FRAMING I ONLY I ' ONLY N 'I+k RE: ARCHIlECIURAI DRAYIINGS f'OR HANORA1l AND STANt , � ' 1 � I ��_ OPEN y� 12' LPI 6'L \ o��D�P� FRAMING DETAILS ; ' ; '" > � ' I I O AT 1 '-4 0� _ �'� , : : �s ; ' / �a �u exmaa+ wnLLS swu.� H�ve cao�nNUOUS stuos rseow , ; CUPPED STAIR NOT , VAIL RESORTS FLOOR 70 FLOOR OR FLOOR TO ROOF QNd11qNG RAKE WAlLS)• UP � ' � - - , _ - APPROVED. BUILD STAIR I � O > J ~ � � ,3 x I I �J DEVELOPMENT 18. B INDICAIES SNFAR WALL PER SCHEDULE. I I 1 ONLY i ':•._ ER BASE PACKAGE M � :�: � OPEN m 2X4 BEARING ,� � � � ; 0 COMPANY \ ' ---c�i I LEVEL TFLOORN i i Z i �ti+1 AVON, COIARADO � �...........__ 1 = � A I O � . ARCH I I Q SIMPSON L� `+ac�n1E�r°a�xec°a° -- - � ctn ri � - "- C6�U M N C O W M N i E L E V A 7{O NNG l 1 P I HU HANGER � ' W 1 0X 2 2 -- --- I X8 ONLY EACH END O (2) ,� � �,, � --- ------- , - --/ COLUMN _- � . SIMPSON (2) S I M P S O N M S T 7 2 _- - - � 1 _3 #'> -_ 2 X 8 � I - J` � ARI G WA A BOVE _. i AT 1 '- -� - - e . _ Msn?— - - - C 3 � 2X12 BLOClCING - 8\, � ONLY WEB PACK TH 1 /24 N flTH 2 S d T O E-N A 1 L 5 RE ARCH. � 2X4 9EARING � 3 -2 X 4 THRU-80LTS AT 2'-0� �8f� �°b'�O � )- �s 8X8 WALL TO MAIN � � � � 1 " L.V.L 2 -SIMPSON EACH SIDE TO RAFTERS COLUMN e m I COLUMN FOR JOIST A ACHMENT ) � � . -_ )-2X70 nrnsi�ru� TO BEAM Sd TOE-N 21L5 72 � . _ � p 51MPSON LEVEL FLOOR I J ALLgP��Sq�TM � w � , �+ MST72 � 6 B ; LS90 CLIP RE: ARCH � 2)- 1 /2'? X 4" 14f16 I �f ' --� --- � '9). @ ISC (2) DffiIGNAAQII[ECl' . _ . _ (3)-tY L .L r FOR LANDING � SCR WS --- - I : �� . ♦ ANGLE FASTEN BEAM FLANGE ' - ' - —:- �Jt- - - - -�� _ 12" LPI/32 � t N F cv 0 CONNECTIO TO WALL PI.ATES WITH HART � HOWERTON C .. ��� - N � Q I � O C2)- 1 /Y4 X 4 LAG �� ,° - _... . ... .----_ _ _ ........ AT 1 '-4' ` : - � . � W70X22 C SCREWS r�awvoeKtmwYa�c � 12° LPI/32 � UP - - AT 1 '-4` L ONLY ZXB i STAIR _ � F � v 10'-1 3/4' j Srnuc�vav.�cw�c O . AT 1 �-4� I _ UP � I � awa�aoaaNawffi.L�cn�s.uac B ----._.._.._ : . � : 4)-2X6 ONLY ewc�.cowanoo - "- "- OLUMN 12� LPI/32 N SIMPSON (3)-2X4 �3)-2X10 � � AT 1 '-4' � � ���.r�x�IN�'IN� : i € LS90 " � ! ----- ! CLIP COLUMN � � ' w - evoN, cowmnoo , - - " - '- --- --... _.---- � ' ROOF RAFTER SIMPSON --_ � '_ � Y ._ _.._- � - - - 13 i � ars�s���c.n+c (RE: PLAN) L590 CLIP � ; ' - �" ; (3�tY LV.L 54.1 � v ; vev, coinanno WITH (4)-8d j ; TOE-NAILS TO i ' RIDGE BEAM ��Y � � STAIR ___ _ , �� 4 i (4)-2X8 € WOOD BEAM N �•� (4)-2X6 COLUMN � ; PROJECI' NUMBER G285 MIITH (2)-1 /2"?X12'� UP j ` - BEARI G W ABOVE COLUMN �•� LAG SCREWS TOP � l � AND BO7TQM 2X72 BLOCKING ONLY M I : ____, (3)-___ LKL _ i ; �� DATE � --------- ------- -- (RE: ARCH FOR DIMENSIONS) " O � ---- --- ---- ----- O REVLSION ` <1 O'-3 1 / __._--- C TiMBER BEAM � - I WOOD BEAM RE: PLAN UP ONLY UP ONLY ____-_ ASI #11 07-22115 (RE: ARCH F�R DIMEN540NS) (RE: PLAN) 12" LPI/32 " -� Q � BEVEL TOP OF BEAMS AT 1 �-4� �2�-� 2� �'v'�`': ' 6 AT ROOF SLOPE , 3 12' LPI/3� AT 1` 4' i 12� LPI/32 � J � S E C TI O N 1 ��' �-�-- - -- "T , •-4' > 2X6 AT 1 '-4' I � , I (4)-2X6 { 3/4' = 7 '-0' O BEARING WALL � ____ i • COLUMN � � �,-4Y 2 -12" LVL ' Up � � � TOP OF W UP , ; . �4) 2 � ----- _ _- _...._- - -- _ i ONLY i i m PLYWOOD � i ONLY ; SIMPSON HUS 12 LPI/32 AT 1 '-4' ` CO�UpI � Q e� 2X12 HANGER AT 2�-0" ,- L I —� � _.. I J _.. . � � B RE: ARCH. FOR CHIMNEY B - � - - - - W - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � i i - - - - - - - - r - - - - - - - CAP ABOVE AND ALL a I I , ii � � CHIMNEY DIMENSIONS ° . � J a i i z i ` � � 10�-4" � UP ^ j i � 6 2 -12' L i � TS 4X4X3/16 AT � TOP OF ONLY � � — - - - � � i _ K w - - - - - - - - , EACH CORNER 2X12 ; y� � - ...-. -_- J _- -.: 2)-9 1 /Y L V.L m i i i � J 12' LPI/32 AT 7 '- " PL . OD -- --.� -- -- - . A 7 , nr z'–o" : � ,. — ; __. � a i � 1 /4" STEEL BASE PLATE N N -- - � , �n rH C2)–� /z'? x 4' .- � - [ _ �l � � 2x� s ,°,�, i LAG-BOLTS : ARC .�. UP ` , , UF % r AT 2•-U• ° 2X� 2 v ONLY ONLY � �4� � " TYPICA� Q AT 2�-0� COLUMN - 12 ��I32 IMPSON HGUS l _ ___ _- _.. __ _ - -....._. �3)- 1 /2� L.V.L - - - - _... AT 1 �-4 ANGER � � i 3/4' PLYWOOD CAP � 1 3 � A - � � , ,-- - - � COL MXN N� � � , : - — - '� ; i I NOTCH 8X78 - --- - - -- � � �' ; i : 2X12 y ; 6" MAX. AT 2X12 � � ONLY ONLY � ONLY AT 2'-O LVL BEAM A7 2'-O , EXTERIOR a � A � � A \ � _ WAIL ABOVE (4)-2X4 ; � r- -� '" Q PD m a0 , ! - 2 - - - - COLUMN - - - _ . - - - _ ; �� 3 1 LV.L � ` � N m ' Y* I — _ .. r .._... _ X j( ' € X O TINUOUS BUILDING $� m � � � `" I"' BX N COLUMN N �P��� H m i ; ' 2X12 y - _ __- � 2X 2 � o, o _.... .. -- - -- --- - -- - AT 2'-O ! " AT� 2 /VT 2._�.. ' _._._ _... o � 2X4 AT 2'-0' BATTERED � � •_p- . , . ,�p2 FRAMING PI.AN � o CHIMNEY WALL WITH ¢ � a �`° 1 /2` PLYWOOD SHEATHING (5)2X4 ' ; : - ; vr F0:9P BR15 � � � COLUMN CO�UMN S1.1 --- -- - , d • yr" ` � : p � � : S1 12 ° � SECTION A — A . . . . , ; . o - ___ - ------ --- - - --- . � - =- � ; m � t z' = t '–o• ."- �, ; � . .• a ; % , � .. ::. v� v� �� p S E C TI 0 N 2 UNIT 1 RooF UNIT 1 � Ro� `' .�QF ��tf'��/ Q, o Q � -�_ _ . F� _, 3�4. = �._o. QN V 2 o� BUI .LDING # 1 UPPER LEVEL FRAMING PLAN 7 , o SHEAR WALL SCHEDULE RAKE RAFTER (RE; PLAN) WALL FRAMING SHEAIHING AND BLOCiCING REQUIREMENT BLOCKING/itlM SILL PLATE FLOOR TO FLOOR FOUNOATIWI ANCHOR 12 RE: ARCH. FOR CHIMNEY 11PE RE�UIREMENTS FASiEWER PATTERN AND ATTACHMENT TO BOARD ATTACHIAENT ATTpCHMENT HOLD-DONlNS HOLD-DOWNS BOLTS CAP ABOVE AND ALL � 2004 42�40 ARCHITECTURE, iNC. (U.N.O. ON PLAN R0� at FLOOR TO WALI PLATES TO FLOOR RE: CHIMNEY DIMENSIONS SHEA7HING SHEATHlNG � ARCH i i i TS 4X4X3/16 AT (2)-LAYERS 5/8� EACH CORNER 2X6 STUDS AT GYPSUM BOARD 1 1/4' RIM BOARD (4)-10d T�-NAILS (2)-ROWS 16d t/2' Y X 6' 2X BLOCKING � � i 2 �•_q- yy�T}{ ONE 9DE OF WALI �t I-JqST NATH 10d AT EACH BLOGC NAILS AT 6' -N/A- -N/A- ���� 1 /4" X 5� X 1 '-O' CAP AND BASE � � WITH ()1 /2 4SX 4�� PLATES WITH 2)- 3 � i i LAG-BOLTS ; ARC q 2X gLL p�q7E WITH 6d COOLER NAILS AT 3' �CH� BOLTS TO TOP PLATES NAILS AT 9° AT AT 4'-0" ( /4' . THRU- 250 BASE PLY AND Sd COOLER NAILS AT 7' ii AT FACE PLY � � i 2 3 � 3/4' PLYWOOD CAP � 4 i 1 1 /4' RIM BOARD � A i i A i 1 2X6 STUDS AT 15/32' PLYNf00D 1-�IST MAiH (2)-ROWS tOd TOE NAILS (2)-ROWS 16d 1/2" Y X 10' � (2)- CSX9 NATH 1 /2"4 I O 1'-4' NAiH MAiH 10d NAILS AT 10d NAIIS AT 4' AT 2' OR SIYP�1 N/ULS AT 4' RE PLAN RE: PLAN ANCHOR BOLT 1}iRU-BOLTS AT 2'-0" FOR � • 2X SILL PLATE 4' AT PANEL EDGES OFFSE7 ROWS 1/Y A35 CLrP AT 1'-4' A7 1'-6' � i � WOOD WEB PACK � � A � �0 MINIMUM I � � /"� � A � _ ' V SIMPSON NSTBO SIBAPSON HDBA i I ' � �-0� I I �-Y-�j a 3X6 S7UD5 AT 15/32� PLYN�OOD 1 3/4' LV.L WIiH SIMPSOM A35 CLIP (2rROW5 16d SiF2AP EACH END EACH END OF 3/4'4 X 10' � � � �R'/Z RCH. � � � � - - t r ^ CO 1'-4" NAiH MATH 10d NAILS AT (2)-ROWS tOd NAILS AT 8' NAiH 8d NAILS AT 3' � WALL U.N.O. WALL U,N.O. �l �1G10R 80LT BEAR LVL HEADERS I L- IJ VJ 3X6 SILL 2' AT PANEL EDGES AT 3' OJFSE7 ROWS X 1 1/2' NAILS ON PUW PLAN AT ��-B' S E C TI O N � ON WOOD WEB PACK. ! = I � pL,A7E 1/2' 1AINIMUY ' � i NOTCH SIDES OF � - - '- ' RED � �� e HEADERS AS REOUIRED 4X4 AT 2 O BATTE _..... I • • u� � __ �-�-. �HIMNEY WALL WITH < � V SIMPSON LTP4 SIMPSON AA5T60 SIAAPSON HOBA + 3�4• - � •-�• � I � ' _ - - -- -_ 1 /Y PLYYVOOD SHEATHING I ` � 3X6 SNDS AT 15/32' PLYINOOD (2 -1 3/4` LV.L NATH AT 6' WIiH 16d (2)-ROWS 16d SIRAP EACH END EACH END OF 3/4'4 X 10' i N i � ` W � DO t'-4' 'MTH EACH FACE MATH (4;-ROWS 10d NAILS NAILS NAILS AT 3' OF WALL=_U.N.Q WALL U,N.O. ON ANCFIOR BOLT 2� AT 24� � - _ - 3X6 SILL lOd NAILS A7 2' AT 3° OFFSE7 ROWS (0�lENT PLA7E ON PLAN PLAN AT 9� �T� 1� PLA7E AT PANEL EDGES 1 /2' MINIMUII VERTICALL`Q ' Y AT 24� N � - : � = -- ` -- `_ _ I = � _p !�1 � - -- - - TI _ S�EC�TI Or-N A� -- � - - (2)- csxa � s �'� - � N. . - 1. �ALLgPLYWOOD PANEL EDGfS BAqCED MA1H FRAMING MATCHING REWIRm STUD THIqCNESS. , � ` _ ___ ---- COLUMN � � � , S E C TI 0 N � � I �� ~� 2 ALL PLYWOOD PANELS SHALL 8E APA RATED EXPOSURE I SHEATHING. PROVIDE (2)- X72 BLOCKING c� - -- � i r /1 Q O 3. RE 5/51.01 FOR TYPICAL HOLD-DOWN INSTALIATION DETAIL WIlH SIMPSON HUS HANGER ; _ - - -- -- � 3/4' = 1 '-O' I � v' � 4. EXTEN7 OF SHEAR WALL DENOTED BY - • - • - • - - - EACH MD A S : OW GUARD � __ _ _� � � � � 5. IN UEU OF 3X FFtAMING, DOUBLE 2X STUDS GLUED AND NAILED VATH (2)-ROWS 16d NAILS AT BRAC � NVERTED SIMPSON ` 4•� � a w (� i�1 8' MAY BE USED AS A CONTRACTORS AL7ERNATE � � ' HU HANGER I � J �j r W O 6. ALL WALL TOP PLATES SHALL HAVE A AIINIMUM SPLICE LENGiH OF 4'-0� WITH (76)-16d NAILS IN (2)-ROWS. _. . � ; ` 2X12 � � � �� � -SIMPSON L590 2 ; INVERTED SIMPSON ' AT 2' 0� \ 4' ASCIATCORNERS) � HU H�INGER �2�- 2X� 2 : � � I � � �I � V � � nr 2•-0" ; nr 2• o' 1° '' �.�T{ • i : , ( _ (3)-2X12 � jQ TS 4X4X1 4 COLUMN � ,� (2)-11 1 /4 .L SUB FAS A 11 1 /4 L.V.L. SUB FASCIA �� - - - - - - - � Z 11 1 /4" L.V.L. S B ' CIA� V yy�TM � �Z` X 8" � , ' R� .� 13 FOR SNOW j "' � BO •/ \ BO � � i , KNIFE PLATE w � Gl.! ' RACKETS � ` ' �/ R�: R H FOR LOCATION 2 2 I / ' � AB VE WALL � \ \ � v AT� 2'-O' I � m � {� � ^ INVERTED SIMPSON 2• p" " ' � --- -- ----- _... - - - " ' HU HANGER � � 1.1. � I/ � � ! �� � N t 1 4' L.V.L r ' (n e j =. .. � � -i O / :.J I \ - C SUB FASCIA v IC-+ m ' " " O � < �1 1 / LV.L SUB FASCIA ,, _= �3 12 LV.L ` _ � ' - - - - - - - - - - - • . - . _ . . . � . - . ._ . _ . _ . _ . . _ . - . _ _� a ; ; ; ; - `� _..... __ • _ _----- . . • - - - GIRD TRUSS � v � D 3 F"� 3/8� STEEL PLATE \�` ' � 2X72 \ • � � GABLE WALL , 3 j� 6: t2 6: t2 SIMPSON (5)- 6 • v 2X12 �t " ' a j a .- m j � ,�, � ABOVE , `� HHUS HANGER COLUM 1�' I �J AT 2'-0 O r ro � � � ; AT 2'-O" � d, W �t � j � i EACH END s i ♦ � P'PESCHEDULE 40 W .- m ; • . I� ry � 0 6. 12 \ \\ , - � p CONNECT VALLEY ~ r � . v � � ^ \ � I � TO RIDGE WI11-I r�,l� (2)-11 1 4" L. �?� a V N PROVIDE (2)-2X72 OR � - � 2)�2- �Y-�- - - = - - - - \ � l U - 1t 1 /4" LVL AT EACH 2X12 6: 12 � �" �, / � � _ _ (30,LTS/WITH 3u CO�UMN ` t� _ ' --_, BRACKET f---- N \ PACING N INVERTED � ' __ , AT 2'-O" INVERIED SIMPSON ���IIINVERTED " "� -� \ � ° �` � m SIMPSON -� _ 5/8' PLYWOOD SHEATHING d � HU HANGER / SIMPSON � �J' � � • AT 2�-O' y HU HANGER � q' --_ w � /� A 2 B lRUSS � :' �3)- 3/4. 2X1 io \ - � HUS HANGER J �_ � - � _ __._ ._ _ ___ y � � --__ a \ �EFABRICATED ll-IRU BOL � � ' � � USS AT 2'-O' NA _ _ �TM �3) SIMPSON (8)-3/4�? THRU-BOLTS rp _... __ SPACING (3)-1 1/4' LV.L LS-90 C o�vn�mi/uavmvrra GIRDER TRUSS j X12 OUTRIGGER i � ; i � �T�') j \ ' � �4)-2X6 ��"� � � vAII. �' .S�R� c W 12 400� UPLIFT �N:- 7RUSS�S UND�2 CHIMNEY ��- �' COLUMN �Il�fe �'�I � - I Q (4)-2X6 � � .1 Q i �2�_ � � � �4. �� W -5 HAVE A k�ADDITIONAL �" � i � a � COLUMN DEVELOPMENT - - g LO OF 175/!/F T� OF !"s_ f a U I � 5 2X6 m INVERTED � � IM Y W RIP 11MBER `B AMS TO _� III _ � ^ SIMPSON Q �MN � � .i NE ALL ,\ J � , 5 1 /2` MADE T BACKSPAN �~ - � ro� ' CO��ANY s SNOW FENCE VERTICAL HU HANGER � i - �� � \ i �� 16'-O" MINIMU �Iry AVON, COIARADO +. SUPPORTS A7 2'-O" m I ' �� \ _ �-� 9 J nx�c�'aa+xecoan � 3 3" MAX. t�ii E�/54.12 \\ I _ S l� PREFABRICATED TRUSS WI11i 2X12 FO CHIMNEY I ' _ y 3y � • ; i OUTRIGGER AT 2'-O' y�A E: 3/51.3 FOR � � 3 ` , ' �AMING BEARING WALL � I � rr � - , \ `` , _ Y _ - � � _- / CHIMNEY CAP - < � � - _... _....... � e I 6 -k9 ff1Ei-IME#i-- I _ _ =' ' 4 � � �,� � i 4.1 _._ _.... _..._ � = ` - - - - - /� � -- - -- � ��- - -- ----- `.. 3 ; ARSI16CfU11E S E C TI O N 1 � ----- --- - < - �- - - -- ___ _ o�. � m GIRDER TRUSS 1 7 /2' = 1 '-O� SIMPSON � - � ' �_� -- ER � INVERTED 1320 P F N ' '--- OL � (4)-2X6 INVERlED _ ; � X i � 920 P � .' -- . J TUB HU P i w�si�rUx� �= � ' I - -` y� e a ---__�,. � COLUMN SIMPSON . ngs[ctaexc�aracr HU HANGER ' I P = 1 .200/F a � --..._..j- v� N N : � Hu HANC�x �RT HOWF.RTON ROOF FRAMING NOTES: iaaEe uss �- - i __ _ � ^ i 6: 1z _ I C - - - PREFABRICATED --- - 1 � N ^ 1 . ROOF SHEATHING 5/S" (40/20 SPAN RATING). STAGGER PANEL END JOINTS ; _ -:: _ TRUSS AT 2'-O" E ��_ � �°°YO��� AND FASTEN WITH 10d NAILS AT 6' MAXtMUM ALL EDGES AND 1 '-0' MAXIMUM " - - - ' ' L I ____ ; Z _ __._.,__. : PREFABRIEA-�iS-- -- � OTHER SUPPORTS. ° -- I ` "" i IDGE w TRUSS AT 2'-O" �2)-11 1 /4' L.V.L. , __ - - - _ - - - - - -- siaucavxnc� _.._ 2. RE: ARCHITECT FOR ROOF StOPES AND BEARING PL4TE HEIGHTS BACKSPAN 12'-O" (4)-2X6 (3) 1 3/4' X 5 1 /2` L. . ' � M°NA°s�yoe�av�mLa��a�� NOT NOTED. MINIMUM COLUMN � � . COL f�AN y � -- GI ER TRUSS " - ... . q� vl ' � � _ � � �Na[B�rcua�x nv�cuaffic \__ ..,.-_ i 3. ALL HEADERS SHALL BE (3)-2X10 UNLESS OTHERNASE NOTED. ALl � - - � USS AT �0 c HEADERS SHALL BE BUILT OUT TO 5 1 /2� OR 3 1 /2" NADTH BY ADDING 2X12 ,-�__ A CA �tUSS � I --- ---- � ? ? ' . � v� ,� evorv, cor.on.ioo PLYWOOD SHIMS AS REQUIRED. qT Z•-p- % Z• Q_ _ _ . _ o ; PREFA ICA D I � j W y O EN �`X� Z ; q�,�c� _, TRUSS T 2':-O' AT 2' 0' m PREFABRICATED ' � � -�_---° -=r' � � � NY1N8ffidGINF�IING,�G 4. ALL HEADERS LONGER 7HAN 6'-O' SHALL REWIRE TWO TRIM = _.. -- - I !- - --�-- - � vnu, cowa,wo STUDS AND TWO KING STUDS EACH SIDE UNLE55 NOTED OTHERNASE. o N lRUSS AT 2'-O' _ _ __ •_- ` ___.._- ---- - ......_ SIMP OPl 5. ALL JOIST NANGERS SHALL BE SIMPSON LUP. WP OR LSSU TYPE � X � 4 � � 2X� 2 . 7}{q � 2X12 GIRDER 7RUSS ; UNLESS OTHERWISE NOTED. N RIDGE HAN R - '�'T 2�- � PROJECTNLIMBER: 6285 6. ALL BEAM TO COLUMN CONNECTIONS, BOTH TOP AND BOTTOM ^ w (4)-2X6 - g --�_ _ : ; TRUSS AT 2'-O" SHALL USE SIMPSON PLATE CONNECTORS UNLESS NOTED � � � � COLUMN _ ' - AT - " BEARIN WALt � W17H 2X12 . R � � � ISSUg ggVLSION DATE OTHERWISE ON DETAILS. � O N �<, _ - _ _ r^� � _ - , _ ._- .._.__ .__ __ -__ - /4w L 7. ALL EXTERIOR WALLS SHALL HAVE CONTINUOUS STUDS FROM �� ��' ` ' � = - - ` __.___ _ ASI #11 0712-05 < -�_ _ > _ � - I Li 920 PLF 1 NA2TH� INVERTED -- � HU HANGER AT FLOOR TO ROOF (INCLUDING RAKE WALLS), p _ - _ - ------ AME ,_ "� � __ _ - _ _ ___ EACH END �Z•05 : b. ALL PREFABRICATED 7RUSSES SHALL BE ALIGNED N7TH WAI� ,� / ' - --- "- ` �� >_ _ ° ; «, _ ` ER TRU 5 STUDS BELOW. � " y�� � � � 1 1 /4" L , IGGEft � � - 6 PREFABRICATED lRUSS � 9. < > INDICA7ES TOP OF ROOF BEAM OR TOP OF PLATE HEIGHT. C4�UMN � �� AT 2'-0" I� £- � ° -p - _ '�- _ `� XB 8: 12 - - - - pil 10. SEE SHEET S1 .01 FOR GENERAL NO1ES. 'I � �' - ' > ' � $ � =�' TEROR WALL ABOVE (3)-11 1 /4' L.Y. . C LUMN ; SIMPSON HGUS y_ _ _ - - - - - - - - - - (3)--12" LV.L HANGER {NOTCH _ " i ' =- - - - 11 . RE: ARCHIIECT FOR CHIMNEY SIZES AND �OCATIONS NOT NOlED ON STRUCTURAL PLANS. - LVL 2 1 /2' MAX. L ' f � -- � g - 2X12 AT 2'-0' a � - - - - - - - - - - - . AT HANGER) � -` _ ` � � _< - - Y�� - COt�MPi..... - uVi 12. OVER FRAMING SHALL BE 2X6 MINIMUM AND SHALL BE PO5TED EXTERIOR WALL ABOVE �7 - e < �` DQWN TO MAtN TRUSSES ON A GRID NOT TO EXCEED 4'-O" X 4'-Q' (16 FTZ ) , 4 -a�, " (3)-11 1 /4' L.V.L. �'- W 6: 12 6: 12 ' ° G lED TRUSS m ' 13. AL� COLUMN5 SHALL BE (3)-2X6 UNLE55 OTHERWISE NOTED. � -� '� - �� g - - - - - - - - - - - - - - - - - - - "` - �� � _� - - - - -� fi -t f+� -L- kiB--Fi\SC1J1-- - - - - - --i t� ) _ . , --x y - _... . � SIMPSON 1HA29 � £� _,_ AT� 1'-4 , � �J INVERTED � INVERTED SIMPSON � � Q \ _ SIMPSON > W PREFABRICATED ROOF TRUSS NOTES; � �` PREF RI TED 1RUSS r� HANGER U kANGER ___ _ _ _ _____ HU HANGER J S�.1 m � AT 2'- ro _` ' _ - - - - -._ .. - - - `� - - - A 7 t . PREFABRICATED ROOF 7RUSS LOADS; � ^ �; v GI ER SS GIRDER TRUSS - � yp ; �� LIYE i.OADS AT TOP CHORD= 80#�/RT �_ ° � 2�12 � j � DEAD LOADS AT TpP CHORD= 15 /F� 11 7 J4� LVL O 1F21GGER � PREFABRI ATED SIMPSON 1 AT, -O" '� a � INVERTED SIMPSON 0" dlr .3 O m� DEAD LOADS AT BOTTOM CHORD= 75/ TZ HU HANGER '� TRUSS BEARING��OINT _ �i lRUSS AT 2'-O" H16 _ ^ W m NOTE: DEAD LOAD AT BOTTOM CHORD IS 5 PSF p � 2X12 � 2X12 2X12 " � - � � a WHERE NO HEAVY TIMBER BEAMS ARE �OCATED AT CEILING w � � " AT 2'-0" j AT 2'-O" AT 1'-O' � � = ` �: � WIND LOADS- SEE STRUCTURAL GENERAL NOTES. � • _, °- IRDER 7RUSS ----- - ----- - - - - - - -- _ _. o STRESS INCREASES OR LOAD REDUCTIONS ARE NOT PERMITTED. � � (3)-2X10 (3)-ZX10 " ' � � � J �S�UB�ASCIAL ; � (CHECK SPECIAL ATTIC LIVE LOAD REpUIREMENTS.) - - HHU � � � �4� .L. m � � - _ � " � � HANGER S 6: 12 V � 2e SNOP DRAWINGS SHALL BE SUPPLIED BY MANUFACTURER AND - -� � I I I � 6 �'� 't` o -y SIMPSON REVIEWED BY CONTRACTOR, ARCHITECT, AND STRUC1l1RAL � ' g; � 2 - ; LS90 CLJP � ENGWEER. W � � � ! �`' � - �Typ � INVERTED SIMPSON 0 � ,, � 3. THE TRUSS SUPPLIER SHALL BE RESPONSIBLE FOR THE FOLL0IMNG SIMPSON LS-90 � �4� �� � . I (3) X12 RE: 12/54.12 FOR HU HANGER EACH END ^ _ a �COLUMN - � � � � j � j < L.V.L OUlRIGGER r ITEMS: CLIP (TYPICAL � > < " • ATTACHMENT BUILDING #1 a SUB-FASCIA ; ; • - ' -� fV/1 � A, ENGINEERING OF ALL TRUSSES AND TRUSS TO TRUSS CONNECTIONS CORNERS) 11 1 / " t.V.L SUB-F0.SCfA I ' ------; ' � < � � 2X� Z f-�_ j � � ��`- ROOFFRAMIlVGPLAN m AND SHONANG OF ALL ON SHOP DRANflNGS. 12'_p' ' � ��` `_ N J : B, DESIGN AND SUPPLY OF ALL TRUSS BEARING ; j ; 2 I I I AT 2 0 � I \ m � CONNECTORS AMD HOLD QOWMS. _ a C. PLACING OF TRUSSES TO ACCOMMODA7E MECHANICAL �M�N'� � 4•1 � � I � I � N OMO BR15 ° EQUIPMENT WIlHOUT CUTi1NG TRUSSES. INVERTED SIMPSON s' � 2 6' � 2 - ' � �� 'L € HU HANGER EACH END : (2)-11 1 �4° LV.L SUB-FASCIW RF� 9� � � ` � � 4. SIMPSON H2.5 CIJP ANGLES SHALL BE INSTALLED AT ALL � -- ' � ' -- - ' SIMPSON LS90 CLIP n ' s EXTERIOR WALL TRUSS BEARING LOCATIONS UNLESS NOlED •� Z (IYP.) � OTHERIMSE ON ROOF DETAILS. fO m INVERTED SIMPSON •� INt�RTED SIMPSON � -- - -- _ .__- _ - - __ _- � HU HANGER EACH END - - - --- : - ._ - _: HU HANGER EACH END � .• . m 5. DETAIL ALL PREFABRICATED TRUSSES TO BE ALIGNED 1MTH WALL � _ OO g sni os eE�ow. U N I T 1 � � F co�-�P a 6. TRUSS SUPP�IER TO CONFIRM ROOF AND CEILING SLOPES AND RE: SHEET S7 .12 U N I T 1 g CONFIGURATION WITH ARCHITECTURAL DRAWINGS PRIOR TO FOR lOW ROOFS !__..._ _ = FABRICATtON. RE: ARCHITECTURAL FOR TRUSS PROFILES. � U I L D I N G � 1 R O O F F R A M I N G P L A N 7. RE: SHEET S1 .01 FOR GENERAL N07ES. 1 /4° = 7 `-O" � 2004 42�40 ARCHITECTURE, INC. � SPA UPGRADE � 2 3 OZO E WREATMENT 4 h,`Q,�E' �f CO(��P,40 4'-�ya" � s'-a" � ia'-2^ � E. RANDAL JOHNSON 1 313 �t Pie ;;; � �s��� � M� " - - - ,f i � 13'-3° � 14'-0° '' rt FRAME COL a � � zj I iv rC PIER - �3�4T N - - - - - - - - - - Q � FRAME COL "� 14 ,� 3" 4'-4Y4� w 9'-0" -4Y4� $ -7Y2� . � � FRAME COL A311 COVERED TERRACE 33�4x w o � , . V ' a N q�� � A314 ^ _ - N .� r � � ;•>� !�� i � FRAME COL � 4•-6• "i<rt» Q ONC. SLAB N GRADE S OPE DN 1 /4 °/FT o O � ' \ O SOUTH. INTEGRAL CO OR, BROOM FINISH � [�] a 33� „ CONC. SLAB ON GRADE SLOPE DN 1 /4 "/FT �'' . �, O MATCH SI E CONCRETE SID WALK & BANDS � � � 4 TO SOUTH. INTEGRAL COLOR, BROOM INISH � ��, I TUNNEL P CKAGE, TYP. I 70 MATCH SITE CONCRETE SIDEWALK & BANDS I �i °� IN TUNNEL PACKAGE, TYP. y .S � -�Y� ,�ry ' � � - � _6., $•_�y2^ 4._4.. 6._Z.. �'1 4� �j rj._B•• � r /� F�� Q 2 � Ph� F' `�`�, A535 .. � . .. A535 � vJ H t� ` COVERED�RRACE A53 � K �/ B0� � SIM SIM �* W � i4 7 0 � � 2' O ♦ � `�,� _ ..� W �-.. i o" 6 3'-a" 9` I REFER TO ZENA ID PACF�IGE � � D 3 x � V 0 � ' . �j � ♦ I FOR REVISED FIREPLACE � � K \A� � A � � w � INTERIOR ELEVATION . rT, � I A(107A K I ROMSTRUCRAME I I � � � �. M' � ♦ � �. I , � � � ��� W r� M �j � — � = I I I I � FAMILY ROOM f j (�fj ° K � R I � � BEDROOM 2 �■/ 'z , � � � , - - � � � M , � , W O � �k � „��, � r ! � " � A315 a � ti o i � � , � � --� " _� � I � Asos � � O • 1 Q1 L I' �1 � - - - - - I A315 � + I 'CLIPPED STAIR' 2'-a" 2�-5" 4'-6y" 4"-5}�2" � I � � � J NOT APPROVED �� � - � Q � I BE DROOA� 2 I 1 � BASE PACKAGER z 9� I - ��UI�E ACCESS `O ° 0 FAMILY ROOM � � C F� BOO6B i' � � � • m i �oo� A905 ovma�cn�nsv81orFn � .� � � �. I I i �• � � � � A812 � 8006A � - Fn N I CPT M — N � o ��"'��o'�r�ESS R �` � � — C . 3 VAII . RESORTS i� s� 3�- 13�q° 2 Sy4" -7}�2 3 -73�4" 13�-0" 13'-6}�2� � STAIR � 07A �TH 2 � DEVELOPMENT I 1 � '" ILE eoo� � _ COMPANY � CPT � - _� � RE: INTERIORS o AVON, COLORADO o AOOSB � M1 I ; I � � � �n CPT 3 -5 in ARC}QT&C'f OFAECORD � � ... � � � � � � � , I � — � N1 N o o , , 1 , � � �,J � ;., C i 3'-S" Ql � — tLE �� _ `" � � qp078 i a � 1 �� ' `� �TM 2 CPT 1 I M 1 A811 R M N1 � � � N 0 ��R � � — STN GLASS ENCLOSURE w M ���, ��,� M FLEX I � TOWEL BAR�'17P• �o � 0 _ � $PACE : ; wp � M � RE: ZENA �S,�p�� � I � ° � � N TN 1 — 1 O � i uA srt m STAIR RAILING REVISED DSSIGNAHCJfl7'E(9' � ° I — � N � - I �, � � � � RE: ZENA HART � HOWERTON 1 — 1 � °° � � 1 I �' szrv BEDROOM 1 N NEW YOAK,NL+W YOHK o ' N , _ � — � � � Q, u f � ' � cN � . i N � WD. — ' I 2._0�. 0. PLYWOOD SUBR - Y2 E•—H• j� M SIRUGTURAI.INGR768R ' ] " N MONAOH@N6WQS.SNGAiEBRS,INC � N � —� 2 —�� ip AVON. COIARADO i - BEDR00�1 1 M � N LOWER + uP isR — M1 M 'I 3 -4y4� � �c�uNic,u.srECSxicu.rarcua�x o, 0 ENTRY ♦ .. � � � �� � � 8001A o � � M-HHNGID1�t.4.INC � Q - �, BBCD/AJ � � AVON, COIARADO A0°� M 1 i � ��u ���cESs � srN UNFWIS ED T.o. PLYwoOD SUB � STN C I � � . ���G��,IN� � T.0 PLYWOOD SU6FLR I— �,�, �pyo�m EL. -12 -0" � � STORAGE EL= -13 -0 7 2 `N CPT i U Q 1 A001 B � M 7 2'-0" LOWER �, B008A A312 = 2. �., L = � ��o � MECHANlCAL = ' T.O. PLYWOOD SUBFLR ENTRY _ � M 1 = 60088 �, � A901 � " N PRO CT NuMBER: 20900.00 � � 4 -$Y2� M �. � � � rutt < EL= -� 2 -0� BOOt _ � L — J '� a ' CP STN � � � MECHANICAL � ` i B&D/A517 ^ 2'-2y2� p� " �` � STN TILE 80096 °' r, . E�uiMEC�CESS . T078 M ° I � � r � � ' _ N LE 1 ISSUE REVISION DATE � R �� ° � � CRqWL SPACE � � A o ENCLOSURE � A3� 2 � A0038 N I � 1 � AC ESS �, � � � J T08B ° �� � ��: ���+ M � A.S.I. 11 07.22.05 M " � O � � - � A.S.I. 11A 08.11.05 �- s - , , B B � � M � �'9 z I R v 07C T07 - � TOBD N 7 N N — � L — i ♦ � � r DUMBWAITER � N s 'O � I N1 N TIL I � D DUMBWAII ER , � , — �. p . - p �., -r N i SIM � � DN A•7 o BATH 1 �0� A901 r C � � \ � � T.O. CO REfE I � � � � � � — A57 1 -� � ` O I E�.= RE: 1 /A001 I � I N N N1 Z,_3. 4�_ � � e 3._ � .. 3�_gy.. 1 '-10Y 8'-6%4� 5�-sy4� z�-3%41 2'-0" 2�-5Y2�� L J9'-S" 4�-7Y2� PLAN NOTES: I T.O. CONCREfE 1 . REFER TO EXTERIOR ELEVATIONS A — � , '' b. . : . „ — ' _ — _ — ` — � ' ' — � EL.= RE: 1 /A001 REMOVE STORAGE RM. WA � FOR WINDOW TAGS. ,� j'� 2. DIMENSIONS ARE TO FACE OF � DASHED LINE OF � � DASHED LWE OF DDI�IONAPFRAMING, GYP. STUD OR TO CENTERLWE AS A511 a'-sy2" g'-io}'Z" Z•_q- � � BUILDING ABV. � - - - � BUILDING ABV. gD., PAINT, EfC. ALONG INDICATED. ;i t3'-a° SoUTH wALL. 3. 2X6 AND 2X4 WALL WIDTHS ARE I � I I TUNNEL PLANS GRAPHICALLY WDICATED (U. N.O.). RE : 1 /A001 4. REFER TO INTERIOR DWGS. FOR ALL - � � �— � FIXTURE5, APPLIANCES AND FINISHES. - 1 1 � ,_ � r J I 5 CPES U O SHEET A61 1 FOR WALL I 6. REFER TO SHEET A711 FOR DOOR n313 T RENE�/ oONS A31 � � _ J L _ J - 7. VERIFY THICKNESSES OF BUYER REVISED TILE/ STONE FLR'G. TO ASSURE � FLUSH INSTALLATION W/ ADJACENT fLR. B U I LD I N G 1 � U N I T A � � U N I T B I FlNISH. nP. i GARAGE LEVEL PLAN 14 = 14�_ ,y2� 26. _�� B R 15 25'- 11 •• i 66'-7yz" � 1 GARAGE LEVEL PLAN ���'dw9 A111 ' � 2 3 4 IOO 2004 42�40 ARCHITECTURE, INC. � 1 2 3 4 ; �� pF CO(��, �Q �� � ! h � . 4�_�y4� � y._a.. � ia'—z" � � E. RA►VDAL <€ ; JOHNSON ,` ' ` 13�-3� � 14._�.� w� � � � � � � � � � � � � � � : Q , 1 Q ' I !/ ����Y'Wqqq � ..I � f i %4.. ; v A314 i C'� o �3 � N � RANDOME�PATTERN SANDSTONE - ` � � � � � � � � � � ! rfD,'� � � Q ' 313 OVER t �' SLOPED LIGHTWEIGHT � o � I I CONCREfE SLAB I ' - rt PIER � � ' N M -_� ' I Q ' ^ � � � � � � � � � � � � � � � � � �1 - _ - - - _ � i I LYYt A�J2 � � � � I � PO$T r/� U I 4 -4 9'-0" 4'-4}�q" 8'-7 " ' � �/ J � � � � � � � � � � � r i 311 ,i rT, I ' � ,n DECK � � �� � o t Q etm � 1 O.H. \■/ rt PIER �� � 6._6.. �._�YZ.. � 4._6. I 4._6. � ' a'-sy2^ a'-z" A521 �r � 0 i � _ _ _ _ _ _ _ ' ' ; � rt FRA E COL � ' , N � I ' � I ' o ; � � 1 a � SIM i �o� 1 � K Fp j � ' }'� � ' � • 6^I 8'-7y° 4'-4" � / 12 - 11y.. � 1 I I ' m I � : � as35 � �"'� � � ' DECK 6'-2" 6 -9y2 ' 1 //''�� �O' � � � � � � � � � � � ` i (� S�M 1 _Z3 1 _ III � �` !� A108 N 1 � � Q � ' d�- �I ` " � � � ' �n ' � � � A535 � �� � A535 ' �L OR ^ � �, � �I � W � ; 1 a K ' , , \ � 1 �1 f -� � D . 3 � �/ � � � m .. � W 1 23/4 ' q.- 1 �}�q•• 4.-�y2•• ,5 � ` � � � � � � � � 2� � I � � , — - - - - - - - - - - - - - � . . � T� , fl � ��. � w � � I � p, , r � � REFER TO ZENA ID PACKAGE 87� I � .� � I ; GAS FOR � i � I - I ( ' FOR REVISED FlREPLACE �a � I I ' � I � 2` I i w � � � � � � � � � � � B-• . GRILL �I, , I INTERIOR ELEVATION. � I 1 � I � � � � ; � — � — M � I � � � A535 � C/� ° ` K 1 o A107A I I � o�U7LEi I I � � I � � � � � � � � � � � � � �` � I — �- - — — • DINING ROOM �; � I w O ` `l� �, �p � ,� � r — — — — — — — I � LIVING ROOM I B+�e : �, � �, � � � � I � 3 e�as > > '—aY2" A315 . � I O r•7 o �o � A535 �o � � � � MASTER BEDROOM � 1 A905 � r�ooR 1 � I 1 ""o R � � 1 `° �o I � L � ��� I � 1 J ' 'CLIPPED STAIR' I REFER TO ZfNA ID PACKAGE a I � ' t '-s ° NOT APPROVED RE: WOOD PANELING O � � � � to -oJ� " � - - - � � � 1 Ya2._ �Yq , �-�Ya �-�%a�� s'- > >Yz" I � � � � rtE�a ro z�a io BUILD STAIR PER WUMERELOW BREAKFAST ' �-- M Z � PACKAGE RE: N CABINEf BASE PACKAGE' �� � ° LMNG ROOM _ 1 � I - � � � DININAOR00�1 A709 „� ' .�L_ ' � - - - - R 2 CAPPED WALL 4'-7Yq° 2'- 10Y2" 4'-OY " 3'-33�4" 2'-8}�2" 1D O ¢ � � 812 RE: ZENA � A31 S � � ' I DASHED LIN OF � �' �I '� AJOS , L N � � � � � CEILING AB VE. I � �' . a��wD��A� �"% � � � � P CP � OLUMN M1 � i � ' , (RE: STRUC ) �� ° VAIL RESORTS ti � � - C. 3 DEVELOPMENT �n = � AT] � 7�7� wD � IM - � K t '-a�/4" — � 2'-8�Z° 3'-33�q" 4'-Oyq" 2'- 10Y2° � M T � - N COLUMN� C�1v1r1�1V 1 � � A1118 N � WD I AVON, COLORADO �6� _6 3 _5 � I A111A I I I REFER TO ZENA ID ° i � M1 — _ PACKAGE FOR I _ .vtcEU•recrorxscoxu ����� n �� � � � � � � � � � � LOCATION OON AND � � C �� �1c — r 3'- 10}�2 STN NOTE: 1 � \ \ ;� I , N I I WINE CAOLER REFER TO ZQJA ID � o , � , � , � � MASTER BATHROOM I I MICROWAVE PACKAGE FOR REVISED � � ,� � � W� I � � r CAMPACTOR ���IOR ELEVATIONS 3� -5�� - I �pL � � • A711 ANO APPLUWCES. I Demrer. Caloredo (RE: STRUC) N � I . ��p-�e�j ��W�� � W� � HOOD EXHAUST - � c I DASHE� LINE oF � ' � & �PIrTsHES. "�tvV UP � s � i �,�p�� ; _ CEILING ABV. STN 2 � I °D - °o UPGRADE R4NGE D65IGNA&CFII[5CT - � o � O i � ' I A811 , ' WD STN � , "� � 1 � KITCNEN HART � HOWERTON � I � I , ON 19R I 8109 ` N NaWxox�c,arawmax OO ' ' N STN REVISED STAIR M 1 � I � � � - - a � � N1 4•-5" RAILIZ NA " . D ASl 'I ^ � I iaotaao e�&NCalemts.nvc \ � ' WD ' LI � T1LE N N . AVON. CAIARADO � � I i KITA�EN a0 ' UP 16R N1 VANITY (RE: ZENA) �RY REF J K I �ct�n[�[ceu.�c.'txucnt.�smis� I i � � � I j RE: ID DWGS FOR I M � I I i A� �� AB�N M I AVON,CAIARADo LS-EENGIN�RF,INC ; KITCHEN EQUIP. STN M C � i K J � � FlNISHES, TYP. I — ;— — — ; I `� .v.rtN&&dc�ws�lt�c,n�c 00 � � ' , 'I O N a _ � — — — — — vnv.,cowanno � ' W� - � MASTER CLOSEf I� a � � � 3 I DN 19R '3�-3� � �-9� nn2 I � . o p�� � � i q�Ry , B1O5A "� BUILT-IN � I PRO.iECt' NUMBER: 20900.00 REF. BIN � � � � � � � � � � �. - ( . RE: ZENA A312 '� STONE WAINSC OTT �N � =a M � POWDER �N ENTRY UB��, - o I _�� LEDGE M M I — � - - � �� =� etas WD eito ISSUE REVISION DATE i = M A W E N T R Y � P ' _' �i ^ B� � � T.O. PLYWOOD SUBFLR _ � A.S.I. i l 0 7.22.0 5 � � ��� A901 �, � "' M EL. = 0' - 0" ° oI p�K I � I I � BENCH � � � � � � � � � , � � � � � � � � � � � � � , � � A.S.I. 11A 08.11.05 B ' 1 — N � � T.O. PLYWOOD SUBFLR 'N 1 " 3 -� - B � REFER TO DTL. 2/A527 i . ' �— � EL. = 0� -O�� , � A113A N 6103 t30° F ' � = FDR DIMENSIONS O ; ; I _ ��" I P 6 �, I `- BAY. SIM. j � � ` � A901 I� I N � BREAKFAST ROOM M �Y2.. � N I � °�' UTILITY R � ° `-" — — A. 7 � o "' I I �ios Wp N ' �, A103A _ � - �, B103A A312 = ena � c � � � � A103B � A10 61046 � � � � : � � � � � � � � � � � � ` N1 � rc6104A � � � � uriun �; � ° a I ° M - -- O POW E � D 1 � : ��EC7 , ' � � 1 � - WOOD SILL � — ?� � � f42"AFF B�a �G SYZ W � � PLAN NOTES: �t30"AFF � � t30" Q � '� ' W BENCH M1 Q J K - � ' 1 . REFER TO EXTERIOR ELEVATIONS A _ _ — � � FOR WINDOW TAGS. � � 1 � I � � � � � � � � � 2. DIMENSIONS ARE TO FACE OF � , ' I EMRY PORCH SKI � � � SKI CLOSEf STUD OR TO CENTERLINE AS tO ' �n � � � o� A102q CLOS � � e�� ' INDICATED. ;,, al � w aoz K � I ( � 3. 2X6 AND 2X4 WALL WIDTHS ARE 4 -�4 , ENTRY PORCH 1 I � - � ' � � � m � 1 I GRAPHICALLY INDICATED U .N .O.) . �° K3 I � I P Nc o�'-o" � K� 8��� �+o� - 1 1 4. REFER TO INTERIOR DWGS. FOR ALL o BASE OF - BA1TERED WALL I ? G � HE4g t�Ici-rr (A.F.F) � � A314 FIXTURES, APPLIANCES AND FINISHES. _ � sroNE cna � I 1 I � � I I I 5. REFER TO SHEET A611 FOR WALL - , —__ - — - TYPES - - - - - - - - - � - - - - - -- - - - - � � ,�� , � I I � _ ♦ I 6. SCFER U O SHEET A71 1 FOR DOOR _' ` I � , " K1 � '- oi/i" ' -.: 3'-5 4'-�2 4 -$�� ---- A521 � � � � � � � � � � � � � � � � � � � � � DOOR TYPE REVlSED 7. VERIFY THICKNESSES OF BUYER � � _ _ _ i _ _ _ _ _ _ _ � I — J1 � SEE DOOR SCHEDULE REVISED TILE/ STONE FLR'G. TO ASSURE °°' � L — — — � — � FLUSH INSTALLATION W/ ADJACENT FLR. � � � K2 nP� � � � � � FlNISH. „�. B U I LD I N G 1 PIERS MAIN LEVEL PLAN = � UNIT A � 3„ UNIT B = I 25�_ „ � , 3 , 4�_ ,y2� 26�_�- B R 1 5 > 66'-7}�2.. � � 2 3 4 1 MAIN LEVEL PLAN N A112 _ 1/4" = t �-0° Bt-�roz.awg I r ��c 2004 42�40 ARCHITECTURE, INC. 1 2 3 4 � � �E pF CO(p�, ' � �'�� '�vo � E. RANDAL SEE MNN LEVEL PIAN FOR I JONNSON WINDOW DIMENSIONS NOT SHOWN ' R;�t� �� 7 � � � ON SOUTH WALL THIS LEVEL � Gi3G -- ' � 13 311 -� —. 314 l�� I I I C�=�7 � �'sF a ;=,---- — -_______ ; �_J � , I DECK BELOW � � i I w C -�r-- r-� �- - - - - - - - - - - - - � , V • 6•' s•-�Yz' 4�-4° , - „y2° , a•-�Y2° ( 4'-�Ya" s'-o° a'-aYa� I -73/q" I 7 �"� I r� Q � ( I �" � �/+�� I — — — ^ � , � i r — — — — — — — — — — — — — — 4'-5y2" 4'-2" � _ � � i � � � i DECK BELOW I I i � i 1�1 i-1 � � � I � Q � ; w H � I ' - - - I L — I — L — � — � — o D. 3 � � �O I � ; I K I ; � - - - - x V �i I I , REFER TO ZENAI ID PACKAGE I � � � v — J i ' FOR REVISED FlIFEPLACE 62� _ I [�] Q � � —� . I L I / , I ; INTERIOR ELEVAT�ON. F9 I N � �I � � I 1 �/ `V p _ — — — , � � ! F�y � � I � I � R � I LIVINGNROOM �� �' ( ) 4 � ATfIC / � O � BELOW MASTER BEDROOM ( �/ z �n ; A90 , ' � 1 � � I � I - � ' 0 � j I 1 1 _ 1 �- -- � 3 I � o co � w ►�1 • I 1 1 � A905 . M1 A315 � 'O � �+ a � � ' ' C L P P E D S T A I R L I O i � O � , � � � �. � NO APPROVED F,°� I I I OPEN TO I 1 I 3'-4" 6'-5" 3'-4" 3 BU I�D STAIR PER I I � � =i i � � UVIBELOW OM I ; ' qg12 'BA E PACKAGE' �o- . I � I � – — � � I 1 - I � EVISED COLUMN 1 �-8Y2" Z'—g" � A315 � � -- � � � � � � � � �RE: S7RUCT. N1 3'-33�4" _ ---1 � � � .� � Q2 � i IM4 - � — — '— — M � K I � owNSiwavscorsa i ° � - `� C . 3 I � VAIL RESORTS i � � I I N1 N � ' � �'/ \ �: � I E•-2Y4" 5'-aY4" �3/4° � '-�j4" � - � - - " DEVELOPMENT _ � ' I � ._ � �g� .. 3 I O � I = CPT 20 � o . M 1 N t A811 � — � BATH 4 1 1 � � CO�ANY I K _ _ _ _ i - � / I �n . AVON, COIARADO C ' — — - ^ � � � � � � .� � � � O ' ' M � O � "' N � TILE A2066 N � � � � B204A nLe 2\ N I o nxc�nrECaoraecoan � ; _ � � 1 1 2.. � _ � � � � N O - 1 � � '-8Ya" ' -6" 3'-5" � � � , �'� OSET 3A , � � o I M 1 � cPT 1 N 1 8205A � �� � — _ Osa — 1 1 4._oyZ.. �nanr�cn,� 3 5� 6� N � CLOSEf 46 � � - - - � � , �� �n A203A I 1 1 CLOSEf 4A N k A2026 N � I 1 0 �, O � o0o I I I ���: Si�S�� ) � o �h , � M1 � DN 16R 1 ( I iO ieesxeari.n�en � ' I , � � '• A2D5A A2058 I CPT - I RE: ZENA M���R�� I _ � DffiGNARCFRTE(T o � � � � � � � � � � � I ' s3/4 �O � 1 II _ v / � � L � J � I � HARi w�YO�r�roxTON ° - — - - - ;� 1 r nc� s `i _ -4Y2•, 8 -3y.. 3'-On 16" BENCH N 'o ^ � I 1 � I N � N STBUCNRALFNGIN86R � >, � \ WOOD M ,� � MON80EAVOIsWEiI.��,1NC � I � � � � � I LINE i \`s A202A � � � DN 16R � M I M n I N a�cencus�ci�NSSa.e��cu�x I � LE N1 � 203A • AVON, COIARADO � N cPT � - N — —. � I \ f A203B CPT -N ` i — _ - - - _ HALL •� A204A I � cP7 N BATH 3 4 � � � �N�� I i v.w.. cowxnuo crvu.rxc¢Jece ' a i J CLOSEf 38 � _ _ d1.T1P18ENGINFFRING,ING `� v 0 2'-2" 2 -33�4 i �- A201A TILE 82m N � q7�7 . � J —C — � N N M2 � I I I R - 6202A I � ACCE S I I PROJECT NUMBER 20900.00 � ACCE�SS M — — — — I i `I � _� �- �` z - io3/a '-3 M I = I � I � � � L � 4'-SYZ� 5,-4, 3, 4„ N ISSUE REVISION DATE gENc�osuRe I MASTER CL SEf � ' M 4'-3YZ° I ��ZENA 0 I A312 "' � o I A.S.I. 11 07.2205 i + B N ATTIC M4 BEDROOM� M3 B I ° M1 L� -� � � i0 B �� I : I T.O. PLYWO D SUBFLR I iv � � E�. = io' -a' I — — A. 7 ' A312 I I I ( BEDROOM 3 M � � o • � _ � � I , - � � I I I T.O. P�YWOOD S BFLR � � L I ° I R EL. = 10' -4" I ' I . � — — g._s.. � I B203B I � — � — � � � ( — � COPPER ROOF A — — L I - _- -- � � I I �n 1 RE: 8/A532 I --- - _ � �� ( I A314 I ' " ��_p^ . PLAN NOTES: � � _ _ _ _ _ _ -- _ � _ _ � _ I _ � i I I � I I 1 . REFER TO. EXTERIOR ELEVATIONS FOR WINDOW TAGS. � I 2. DIMENSIONS ARE TO FACE OF o _ I _ � � — _ � � I i _ I STUD OR TO CENTERLINE AS � INDICATED. �� � � � 3 GRAPH CALLY41 DI`CATEDD (U N O.). i — � I i io � j I ' — I 4. REFER TO INTERIOR DWGS. FOR ALL _ �� ' FIXTURES, APPLIANCES AND FINISHES. - -- _ - -- __ I �� 5. REFER TO SHEET A61 1 FOR WALL � TYPES I ` is, 2� I � � � Qyz., �yZ„ 6. REFER T.O SHEET A71 1 FOR DOOR `V ' 7 ' SC U z�-4� 2 -4 $�- ,Y2° 8•- ,YZ° B U I LD I N G 1 is'-a}'Z" sy2" is'-ay" io•_�y2- 7. VERIFY THICKNESSES OF BUYER UPPER LEVEL PLAN ` 1O –�Z� � 4._ �Y REVISED TILE/ STONE FLR'G. TO ASSURE �; .. 25'- 17 " 2 26�–�� F�USH INSTALLATION W/ ADJACENT FLR. i 66'-7y2° FINISH, NR B R 15 _ ' UNIT A '13 2 3 UNIT B 4 � _ 1 UPPER LEVEL PLAN Bf—AFP03.tlrfl A113 Oc 2004 42�40 ARCHITECTURE, INC. 1 1 1 � 13 2 A3t 1 3 A314 4 ���� QF �d1o9q h E. RANDAL , JOFiNSOiV ' c32 l��'�r,�� � , NOTE: ALL ROOF RIDGE f � � I � 12'-0" 12' " I HEIGHTS ARE FROM EL= 0'-0". r ^ �` DECK BELOW v , W V � �I COPPER RAI Z 12 -�� �r DIVERTER �T� O I DECK BELOW I I I rr� � _ � �— � -� - A p o DIVERTER RAIN o _ / 6. 12 � 6. 12 \ o � "a o c� _ � � � � N ; _ � , I _I �/ � O � D. 3 0 /�. / N I CHIMNEY CAP I w f.1 V �i � 6: 12 6: 12 � - I � o I I I - (RE: 5/A534) � I r_ �, Q� � � � \ W � o — i — — � i ^ > r _ � i � � Uz , _ � , oy2� � � �� � i � _ ' w o �j � V.I.F. NOTE: CHIMNEYS / FLUES � N A315 �„� 2'-0" � io > ARE SHIFfED OFF AXIS I I O I T.O. RID E: EL = 24'- 1 � n/ �„� � WITH FIREPIACE BELQW. � �� � SEE SECTION DRAWING FOR I � � `9 O � GENERAL PATH N A315 I � �' I DESCRIPTION. V.I.F. 9'- 1y4" io I r � : N � V.I.F. � 2 -0" V m 1 A531 TYP CHIMNEY CAP � , I � . io (RE: 3/A534) I COPPER CRICKET owNSamsvs�oryx � 6: 12 - C . 3 VAIL RESORTS � � � - ' DEVELOPMENT � GABLE WALL BELOW - 6� 12 - 1 A531 TYP. COMPANY I I — I I (RE: EXT. ELEV.) I I r AVON, CoIARADO M � I = nxc�irrECx or nacoau C — _ — n (N) 'VELUX' SKYLIGHT, o � MODEL FS-606. ■ � �,� I T.O RIDGE: EL = 31 '-5" I � PROVIDE HEAT TRACE, � � � I I - - - - - - DOWN SLOPE. n�u��� N I I \ — _ — — — _ __ Demer. CddaCo (0 1n \ — -- — — MASTFnPI.ANNIIt OI a ( \ \ — — — — — — = DffiIGNAAatl1'f(.1' � { _ I , � WOOD SHAKES, I lYP. � \ J = _ - - - - - -_ i I I � I _ � HART � HOWERTON T.O. RIDGE — EL 25'-8 1 /2" i Nawroa�c,nn�wrox�c NOTE: REFER TO RESPONSE PER R.F.I. 5•_�� '� ^ I BR15-04 FOR - - - N 1toa�xSOanN�.�ra�c,�,uac � c.i SKYLIGHT DETAIL. � evox, cowxnno °i � COPPER GUTTER AND a�cw�n�"'.Fr.ecraicnc�arc¢"sr� 2�-0•• M-s �cuaseas.uac DOWNSPOUT W/ HEAT AVON, COIARADO c� TRACE, TYP. ���� � AI.PIIJH ENGINBGRWG,Ri4 VAII., CAIARADO I I ^ � - � N 6: 12 PROJECT NUMBER: 20900.00 C - --� - - - - - - - � WOOD SHAKES, IYP. 8: 12 0 � ISSUE REVISION DAT'E 0 0 I � � A.S.I. il 0722.05 � N B _ _ — _ — — — — — — B � A.S.I. 11A 08.11,05 ^ 6: 12 6: 12 `O � ^ N A312 � I � I I - ;-,� - A. 7 A312 o I N � �� _ I W - �\ ° i� p a' I �� I � � �� � � N � 4�-0" � 6: 12 6: 12 � A - - I - �- I � � 4'-0" ° M I I I I I COPPER GUTfER AND � Q I I _ _ _ _ _ _ _ _ � � DOWNS�OUT W/ HEAT l I I I I TRACE,I TYP. v- I I I � I SNOW FENCE, TYP. 2'-0" 2�-0" I �� � (RE: & 4/A536) — — � J = � ROOF BELOW (RE: UPPER _ ROOF BELOW � _ _ � LEVEL PLAN) (RE: UPPER LEVEL PLAN) � � , �N�T A I , 4' -�� UNIT B 4'-a° , I B U I LD I N G 1 A313 A371 314 ROOF PLAN sz5�_ „ � , 4�_ ,y2�� 26._�� B R15 66�-�y2- E , 2 3 4 A114 = 1 ROOF PLAN � N