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Home My WebLink AboutVail Das Schone Filing 1 Block A Lot 17.PDF �iu�°'aZMe234/d{tw`N'1G56''I9�1i'Ab ��7AIM " .2 0%y r0 14 2 f5NOt /T � B 31u —� A- 13 n ,�o arty _�" /o�, PRIMARY UNIT FLA00R 43'-0' 0'-5 112' 10'-10 1/2' 0'-5 1/2` 6 0-5 1/2" 8'-8 1/8" D'-5 1/; 0-5 1/2" 10'-10 1/2" 0'-5 1/2" 0'-5 1/2- )bd 4-10 3/8" e 4-10 3/8" Lo-Lo 1 0-5 1/2' 0'-3 13/16'10-s 112" 0-5 1/2" y0-5 1/1 T 3'-8 13/16' 2'-6' I 2'-11 1/2* S N 6-6 `CO 3.-0. �P 1 4'-0 , i0 < 0'-5 1/2" a N , n f IA-a" � " X 2 X 1 024— C-4 2 X 0 2a' 5'-0" N P I I p N p N � P F I 38'-6 11 16 0-5 1/2" x N ET N .y 5'-5' 0'-5 1/2- 0'-5 1/2' ?- 2X12 v I I 2- 1 3 4 1 1 4 M L Q 0'-5 1/2" �o J 3'-0` _ 6- 2 Y F ,PIFF•LF� 0 i to X ' A.SIMPSON LUS410 6'-9 1/2" x n'In h r A ^ n ; � � 13 �. r � � "; � � �,l AT 1F I I J I CCNT'r,' 'AJS SHtU TOP Or < L S '� \ A', 1NTL��P $CAN BOTTOM OF G L 13'-9 1/2" - & JOISTS FLUSH 13-9 112- Y) I ; _ � � •L h 3-0 I _ 1 •p U N I ---...�,��`-_ _-" -_ `--_-_rte- -__ - -__�- - _� -,""_'_--_'---�"- --6.... .- _ .,--- .,, -_- - - _ _ _ C - _ __ .- -- _ --- _ _-.-....- :.j _- -m..-_--., _ _ , - -°-- ♦;l __ __- ,. . _ ... -.... _ 4-v � _ ! ^j t_ 2 ry LA 1 co ( hi —l[:- _ N 3- 1 75 X 11875 u l 0-5 1/2• P x 3 Vr 'I 0 t j � F� TO R SH r I C� SIMPSON SIMPSON 2•-0" AT 161UD ALL I I I N LUS210-2 LUS210-2 ' — —� STUDS A 16" 2 X 12 SUBFASCIA X 8 T 2 X 17 UBFASCIA X 8 FT i I THIS WALL ONLY 1 -c I/L 4-0" 4'-41/2" 2- 17-0` 5 1/2' 7'-3 1/2* > e I \ 25'-10" 2 X 12 LRDGER W/8 - 16d AT 12" x TO 2 X 6 STUDS AT 12" N Y R c x r) `J t I N .- s 'v n �X6Z0 14 X 24 GL iDPOPPED) N PO zl�l co 16-5" r J 2X12024' to i >S +>>?s. c N X 6 GR\PP�S c x 4f c I 3' 2 1!O c. c+ EPC� I 2X12016• N 2 X12016" 2X12024 2- 2X12 2X12 a. t - E75 0-5 1/2 1 0 0 G�\Qe� ro 6}0 ca X N I — _ ROOF I= R A M I N G NOTES TYP EXCEPT A5 NO 'D 1 5/8" CDX PLYWOOD ( 40, �0 PANEL SPAN RATING) ROOF DECKING > ' B 2. 2X6 AT 16" EXT WALLS B 3. 3-2X12 EXT HEADERS W IH 2 LAYERS 1 /2" PLYWOOD PRIMARY SECONDARY HOME 4. M L INDICATES MICRO—L,JA 2399 CHAMONIX LANE 5 G L INDICATES GLU—LAM VAIL DAS SCHONE FILING NO 1 .( ca LOT 17, BLOCK A f ER FLOOR FRAMING TOWN OF VAL, COLORADO ROOF AND M AS • OWNER. MICHAEL R'OTH f " ARCHITECT: SERGIO GARCIA SCALE: 1 /4)) .J R f � S37 00•1 '4 ��W h - -- - 5 , 85. 00' 15' BUILDING SETBACK i - �,A AN WITH C 33 LA �/ NORTH � U woo X EL=7997.5' r 0 31 8 9 0 34 m W ' D 0 24 GUAGE 18" STANDING SEAM ROOF-DARK BLUE (PRO-LOC II) b ry x X i) 36 I 'll 12 U) 6) . CJ1 N N , X E L=7993 J 00 �JL ILJI � r �1 It Pte. 26 I 1 " X 6" RS CEDAR SIDING w (V-GROVE) :3 - ALUMINUM CLAD SLIDING t a 7974 5 2 WINDOWS WITH WOOD INTERIOR `; a .�G ' p --- READY TO BE STAINED (TYP.) CIRCULAR CEDAR LOG RAILINGS ; WITH 2" DIA. VERT CEDAR �4 17 CROSS BARS 30 d• d,• •_ d > , 7972 18 0 • d LEGEND - r . 6 d' t' 4 • .• yL, ' L�' <, 4 < +L` ` ��k `� L, << <, a EXISTING 2' CONTOURS - + / rf, LI Li � <, EXISTING PROPERTY LINE 21 EL. 7971 .3 20 - d. , t L / �+ < SETBACKS ��_ Town of veil Cammunitj c1 t, / L �+ Develooment � „ PROPOSED GRADING Prn� Build !E6i Sim let PROPOSED BUILDING rI GRAPHIC SCALEq � s� _ "' �� -- L L <, ,� • EXISTING TREES � ,� 20 '° 1 (� _ L </ � IN FEET ) o. , f� r_,•s , LI 1 inch = 10 ft_ A , PROPOSED TREES � �� </ </ B Flo.. t� .r"�'if:' Cif �r211tlrltl 0f i3 11';fi„f °r ,i r ti p t't !"P. "h' c, L{ _ Sia i $II not ED U4,G 10 1 .1-' n' Of 00v Ce k' LOT AREA = 9417 97± S F ay otW ofdlna . of tine I cIc., d �R,'i^.: ,•,.°t I,;o ,;,K f, BUILDING FOOTPRINT AREA = 1873 5 S F c,.rrnIL' based upon plans, w,:c,.m;o4,, is nr?u otcj,;^c° SECONDARY UNIT AREA = 11 11 26 S F i , r.. vuit the builooig off,rial fI, , fl7,ru4,�c r r,., It,IrI ,3 Gflcn of errors in saiu plans, s,odcilm;zcrj,cs dod whh w PRIMARY UNIT AREA = 2084 01 S F SOUTH — EAST E LANDSCAPE SCHEDULE SCALE 1 4" = 1 INDICATES DIRECTION OF DRAINAGE DESIGNATION NAME QTY A QUAKING ASPEN (2" DIA. AT BREAST HT ) 7 Cn �' B CO BLUE SPRUCE (6'MIN. HT ) 1 Ln 0 m C'U PRIMARY SECONDARY HOME ro 2399 CHAMONIX LANE VAIL DAS SCHONE FILING NO. 1 LOT 17, BLOCK A TOWN OF VAIL, COLORADO Lu OWNER. MICHAEL ROTH cn ARCHITECT SERGIO GARCIA 0 C I Vl1 S z�° �✓ s�J�'. e�ec��.-�'�bv� ar.c� �D� �-, SCALE- 1 /4" = 1 ' J H Q CD Town of Vail , OFFluc kj � i - S 77°01 '45 8500, �s p 0 L�_� p n D 15' BUILDING SFTBACk Tti AANO' m Wl�"mm" NOR=mmls 0 � ASO=� ��VA=T=mlu'o� N " �� rn I% � I-,r 32 33 I c I =7997 5' I 8 —" 9 I 34 n F 24 GUAGE 18" STANDING SEAM ROOF—DARK BLUE (PRO—LOC II) U� 26 11 12 u� fN X L=7993 J N 00 ` rl J 37 _ -i 1`I 27 —1— / tkN- I` GP9, 26 ` 1 7974 5 2 / ga 17 30 CIRCULAR CEDAR RAILINGS WITH 2" DIA VERT CEDAR / L) 4 ° k, I CROSS BARS a Q ° ° ° ° 4 *4p,—R4)° °° 4 7972 0 ° ° 8 4. EL. = 7971.3 20 . 21 —` ° It t r t t </-1 r a i s t 'St 41/ <r , < • 4 Lt`s �L `k, L a LANDSCAPE SCHEDULE v _- 4 1 DESIGNATION NAME QTY • , - L . s , I Y , ♦ L � < ' zfr t � ' < < � `' A G�UAKING ASPEN (2�' DIA >tiT BREAST HT ) 7 ` 4L t, 4t B CO BLUE SPRUCE (6'MIN 1 " X 6" R S CEDAR SIDING - INDICATES DIRECTION OF DRAINAGE ALUMINUM CLAD SLIDING • L �_� 41 < WINDOWS WITH WOOD INTERIOR r t READY TO BE STAINED (TYP ) � < <4L LEGEND f�` EXISTING 2' CONTOURS EXISTING PROPERTY LINE SETBACK S _ PROPOSED GRADING SOUTH — EAST ELEVATION PROPOSED BUILDING GRAPHIC SCALE EXITING TREES '° 5 '° z° 40 T177 t�'„ ( IN FEET ) " a = Ate,, PROPOSED TREES inch = 10 tt F ADD . 1 / 4" 1 s�ha � , B . pgy y ' -04 r rn eA LOT AREA = 941 i 97t S F ,a � � 2 Z � m _ SECONDARY UNITTI4REA = 1111 25 S FS F TOY con DEVO p PI CD I m ' PRIMARI UNIT AREA = 2084 01 S F cc Town of Vail PRIMARY SECONDARY HOME ro ��99 CHAMONIX LANE OFFI VAIL DAS SCHONE FILING NO 1 CE COPY DT 17, BLO C K A z TOWN OF VAIL, COLORADO OWNER MICHAEL ROTH ARCHITECT SERGIO CARCIA SCALE 1 /4" = 1 ' CD J H Q Io az O U w B B IMA Y UNIT F 00 AN 43'-0" 43'-0" 0'-5 1/2" 10'-10 1/2° 0'-5 1/2" 6'-0" 0'-5 1/2" 6'-6" 0'-51/2" 6'-0" 0'-5 1/2" 10'-10 1/2" 0'-5 1/2" 0'-5 1/2" 10'-10 1/2" 0'-5 112" 6'-0" 0'-5 1/2" 6'-6" 0'-5 1/2" 6'-0" 0'-5 1/2" 10'-10 1/2" 0'-5 1/2" 0-5 1/2- 0-5 1/2- 11-6. V-6. CLOSET 0'-5 1/2- 0'-5 1/2" 4'-5 1/2" 0-8 1/2' 0'-8 1/2 1'-4 CLOSET CLOSET 5'-7" 3'-0" 4'-0" 0'-5 1/2° C BEDROOM 1 0 0 15'-8 3/8" 16'-10" 5'-0" BATH 5 BATH BEDROOM 2 0'-5 1/2" Efl 2 n 5-5" N SHOWER SHOWER o'-51/2" 0'-5 1/2" CL 34'-11 5/8" BATH so 2'-0" 3'-C" 2'-11° 0'-5 1/2" 0'-5 1/2" 5'-6" 3'-0" CLOSET O 0 TIM t DINING ROOM � 6' CL A -9 1/2" ' 13'-9 1/2" 0 ❑ 13'-91/2" MASTER BEDROOM 13'-91/2" El 3'-0" BATH z 6 KITCHEN DECK ° D. W 4'-0" 25'-1 C 0 0 0'-5 1/2- 0'-5 1/2 0-5 1/2 �'-0" 3'-0" P 0'-5 1/2- 4'-0" 4'-4 1/2" v 0'-5 1/2" o'-5 1/2" 0'-5 1/2" 17'-0" 5 1/2° 7'-3 1/2" v LT 25'-10" B LIVING ROOM DECK P, 3.51 � G 41 1 0'-5 1/2" DECK s-6" LD cv 0 B ' B ' m PRIMARY SECONDARY HOME ro r, 2399 CHAMONIX LANE VAIL DAS SCHONE FILING NO 1 ro cn PRIMARY UNIT LEVEL ( LIVING , DINING, KITCHEN BEDROOMS 18c2 ) LOT 17, BLOCK A PRIMARY UNIT LEVEL ( MASTER BEDROOM ) TOWN OF VAfL, COLORADO J OWNER: MICHAEL ROTH ARCHITECT- SERGIO GARCIA CD SCALE 1 /4" = 1 ' 2 CD 3:: J H Q Town of Vail C' — - — A` a �i - B " R'T" "f UNIT OOR P AN 43'-0" O O 0-5 1/2" 10'-10 1/2' 0'-5 1/2" 6'-0" 0'-5 1/2" 6-6" 0-5 1/2" 6'-0" 0-5 1/2" 10-10 1/2" 0-5 1/2" 0._51/2" TELEPHONE JACK LOCATION 0'_51/2" 0•-5 112" CLOSET 0'-5 1/2- 0'-8 1/2" 4'-0" 0'-8 1/2 - 0'-5 1/2- CL CL BATH 'I BATH 2 OO 15-8 3/8" BEDROOM 1 BEDROOM 2 CL UP ><- 33-11 1/2 UB HOWER S 0'-5 112" 1 0'-5 1/2 S }� 19 A 20 A ' 18 54'-3 1/2" 10'-1 1/2" 17 „'-9 1/2- DINING AND LIVING RM 16 KITCHEN ,3-9 ,/2' 15 14 1 1") 0-5 1/2' 2'-0" 3'-0" 12 11 0 9 8 7 6 5 4 0'-51/2" 12 0'-51/2" 1'-21/2" 1 1 2 0'-5 1/2" 1 - 3-5' 1 p'-51/2" DECK 6-6" 10-1 1/2" 8-4 1/2" A 19-10 1/2" 20'-4" 19'-10 1/2" 23-10 1/2- G ti RAGE WITH WOOD DOOR 1'-41/2 14'-6 1/2' METER L CATION 1'-0" 0-5 1/2' 10-5 1/2 7-5 1/8' 5'-6" B CA ti 07 11 1/4 1v-0" 5-6" 11 1/4' 19-0 1 -3 1/4" 7'-0" 7-11' 0 i'-3 1/4" ® 0'-51/ ® ® 00 6 2" 0'-5 1/2 ® 23•-7' 43'-0" 2 0 0 GARAGE LEVEL PRIMARY SECONDARY HOME ( E CO N D A R Y UNIT L_ E VE L_ 2,399 CHAMONIX LANE J VAIL DAS SCHONE FILING NO 1 ti Q LOT 17, BLOCK A TOWN OF VAfL, COLORADO OWNER MICHAEL ROTH ARCHITECT SERGIO GARCIA SCALE 1 /4" = 1 ' 3 Vail - �- FOR INSPECTION PURPOSES ONLY EMEN I F ,, = LOCATI lmpHk=o) v T ON F;;� A LOT 17, BLOCK A VAIL [SAS SCHONE FILING NO. 1 TOWN OF VAIL, COLORADO IMPROVEMENT LOCATION CERTIFICATE I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED FOR MICHAEL ROTH, THAT IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND THAT IT IS NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDING OR OTHER FUTURE IMPROVE- MENT LINES I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE, NOVEMBER 4, / \ 1996, EXCEPT UTILITY CONNECTIONS, ARE ENTIERLY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY / \ C5 ADJOINING PREMISES, EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED / BY KENDRICK E NEUBECKER, PLS # 24325 vie\�� E. :,' O DATE ti 3o < C� \ h OLLJ 2325 o' CATV PEOISTAL X96 h ,PO \ FND PIN & CAP GENERAL NOTES FND PIN & CAP \ � � ry � \ �2- TELEPHONE CATV 1 DATE OF SURVEY NOVEMBER 4, 1996 ELECTRIC PEDISTALS / \ c/ �\ / A = 10'22'45 2 NOTICE ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION TRANS \ 2OS2- \ R = 139 43' BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST O O WOOD DECK s�. L = 25 26' DISCOVER SUCH DEFECT IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT '8 SINGLE FAMILY RESIDENCE s2 UNDER CONSTRUCTION IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON h �\ / 3 THE PLATTED ADDRESS FOR THIS PROPERTY IS 2399 CHAMONIX LANE, THERE WAS NO POSTED ADDRESS 019- ry�o /� �0 4 REFER TO A CURRENT TITLE COMMITMENT FOR ALL TITLE INFORMATION 5 THE BUILDING, RETAINING WALLS AND DRIVEWAY WERE UNDERCONSTRUCTION AT THE TIME OF THIS SURVEY DIRT DRIVE .� 8'0- �26 F \ CHAMONIX LANE o0 ryo a wv O SAN SEWER MANHOLE SITE BENCHMARK ELEVATION = 7971 22 c � DEC 0 9 1996 Imo Dc�j }` GRAPHIC SCALE 10 0 5 10 20 40 ( IN FEET ) 1 inch = 10 ft R F Co m °' y° DE 0 -196 !� Co aD 0 Cu CD Cc c� a 0 EDWARDS BUSINESS CENTER P O BOX 97 Cc C970) 92 6A 3373 OLO XAD97081926-3390 I _J f� l i U — -- ' ' = � ' ` . . ` ` \ / ' . . - * _ . . ` . ' . � ' ` � ' - / ~ ^ ` . . . � ` P OT AN WITH , NORTH AST VATION (9000 B C i K M —�Ila— (A (D (D 0 0 (:D 0 0 ROOF EL 3019- 3' tj L=7993 CA DOF EL 8014. 6' L L X , ? DECK 11 IHI 11 11U EL-80(- ()'l . . . . . . 4 EL. 7971.3 44 .4 41t -1y <1 B CO. BLUE SPRUCE (6'MIN. HT.) 1 CP <1 41 F771 :1 1 :1 41 41 4t TOWN40FIM LEGEND 75 South Frontage Road Department ofCommunity Dewlopmernt V414 Colorado 81657 970-479 21341479-2139 EXISTING 2' CONTOURS FAX 970479 2452 T May 20,1996 EXISTING PROPERTY LINE Mike Roth APPROVED BY tHE ' Vad,CO 81657 SETBACKS Re Design Review Board(DRB)Apprin-A-Lot 17 Block A,Vail Das Scbme Sub. TOWN OF VAIL D=Mr Ruth, PROPOSED GRADING VtOJI�(It The Design Rmqm Board at their May 15,1996 mwng appror,ed your request:for a rim finmary/secondary DESIGN REVIEW BOARD L residence with a Type I EHU(3,101 sq ft ofGRFA,total)on the above referenced property Theapprovalis PROPOSED BUILDING GRAPHIC SCALE 7 subject to the following conditions to be worked out with staff- —,\ 10 5 10 20 40 SCALE : 1 / 4 1 DATE: I The milings;an the house shall be log railings(per photo marked"B"m Me), EXISTING TFEES 2 The siding on the house shall be horuzorital Cedar(V-grme)(per photo marked"C-in file), 3 Ile garage driarshall be wood(as depicted in photo marked"13"in file),and IN FEET 4 to The roofshall be blue(purplish)(per photo marked"A"in file) A# 'All PROPOSEE TREES I mch 10 ft Also,pnor obiarriml;a building perimi,you must submin the required forra restricting the Employ= WB Housing Unirt.Thu form will be recorded in the public=ard.Please also indicate a 7 5'serback for the smus located an the west side of the pmperty an the building permit set ofplans to be wbimard. LO CD Thank you for your paucnce m the proem LOT AREA = _ Ifyou have any questions call me at 479 214& BUILDING FOOTPRINT AREA = 1873.5 S F. c` Sincerely SECONDARY UNIT AREA � 1111' 26 S F pu PRIMARY UNIT AREA 2084 C1 S.F. a. Town Planna � . . �� / PRIMARY SECONDARY HOME � � ~ � ' ' 2399 CHAMONIX LANE LOT 17, BLOCK A CL TOWN OF VArL, COLORADO OWNER: MICHAEL ROTH CD co cj ' / ' • B PRIMARY UNIT F OOR AN B A C DE / F GH I J K M N c (Z', F m 4 TS-) 43'-0" 0'-5 1/2- 0'-1� 1/2' 0'- 1/2 6--0- 0'-5 1/2- 6-16' 0'-E 1/2' 6'-0- �-511/2 10'-10 1/2- 0'-5 1/2- 0'-5 1/2- 10--10 1/2- 0'-5 1/2- 6'--0' 0'-5 1/2" 6'-6- 0'-,' 1/2' 6--0- 0'-5 1/2- 10'-10 1/2" 0'-5 1/2- - 0'-5 1/2* 0'-5 1/2' CL SE V-6- V-6- 0'-5 1/2" 0'-5 1/2" 5 /2 1 CLOSET CL ET 1'-4* 41 31-0. 4--0- C -51/2' C . 2 16'-10" BEDROOM 1 5-0- E3A O BATH ;3 A A , BEDROOM 2 ----------- --2 n F D 5'-5- DN 0'-5 1/2- 0'-5 1/2- 32'-0" BATH ol .. . — CL 2'-0 3,-0* 0'-5 1/2" K. 2 10'-5 1/2- 1 41 5'-6- f. CLOSET 0 3 DINING �Oom CL A 1 13'-9 1/2- 6'-9 1/2* 1 1 1 A ' 2 0 4 13'-91/2" MASTER BEDROOM 13'-91/2" V-0. BATH KITCHEN DECK VC) 6 - F1 4 - 4-0 r) r) I 0 7— 0 ol I L 5 0'-5 1/2" 0'-5 1/2" 0'-5 1/2- S-0- 2--0- 6 0'-51/2" 4--0- 4--1 1/2' so 00 Do 0 6 ' 0'-5 1/2' 0'-5 1/2- 0'-5 1/2- 17'-0" EF-5 1/2' 7'-3 1/2w 0 25'-10' B LIVING ROOM DECK APPRO ED vv DESIGN REVIEVV BOARD DATE: - - L DECK 7-0 PLANNER: Cu UD Cu B B ' CD c\j PRIMARY SECONDARY HOME I- ca 12399 CHAMONIX LANE VAIL DAS SCHONE FILING NO. 1 CD PRIMARY UNIT LEVEL ( LIVING , DINING , KITCHEN BEDROOMS 1 &2 ) LOT 17, BLOCK A CD TOWN OF VA , COLORADO co -j PRIMARY UNIT I- EVEL ( MASTER BEDROOM ) I u- OWNER: MICHAEL ROTH ARCHITECT: SERGIO GARCIA CD r'r SCALE: 1 /4" = 1 ' 2 CD t A B C DE g ' E - GH I -J KL M N S CONDARY UNIT F OOR P AN ( 43'- ` AB C D E g F G H I J K _ M N 0'-5 1/2- 10'-1 1/2" 0'- 1/2 6'-0- 0'-5 /2' 6' 6' 0'- ,/2" 6'-0' 0'-5 ,/2' 10'-10 ,/2' 0'-5 1/2-00 0'-5 1/2- CLOSET 0'-5 1 2' 0'-51/2- 4--0" CL CL ATH 1 BATH 2 0 CL 0 BEDROOM 1 BED OOM 2 P 32'-0" 2 0'-5 1/2- A A ' A 21 A ' 53'-11' 10'-1 1/2" „'-9 ,/2- DINING AND LI ING RM KITCHEN ,3'-91/2" 0'-5 1/2' 2--0 ` v 3'-0" 0'-5 1/2' 0'-51/2-1: ,V-21/2• 131 11 1 0'-5 1/2' 5 0'-5 6 3'-5- 1 t 0_-5 1/2; D E C K : 4 6'-6" 10'-1 1)2" 8'-4 1/2" f t , 1 19'-5 1/4- 19'-10 3/4" t 17--11 7/8- 22--4 3/8 __—__ ________ GARAGE , W A R A R A E �___ _____ 8'—,• 5'—„` 2'-0- WITH V/OOD DOOR 1'-41/2' , 1/21 ' � s E , 7 ____ _____ - 0'-5 1/2` X i ! i ' k APPROVED BY THE B B TOwiv OF VA6L DES1G1� REViEV�9 0®AR® 5'-5" j � l DATE:--ft la(, __ _ _-_, -' PLANNER: t ` 1'-3 1/4' 7'-0' 7'-11- cn 2'-4 3 4' 18'-0` 0'-5 1/2' t 5'-6' ; i 19'-11 1/4" an 0' S 1/2- i i 0115 1/2- , r� 22'-0 3/8- l ; ` • o 43-0 Ln i m Cu cn GARAGE LEVEL '- -F-- - --` -wL-` PRIMARY SECONDARY HOME c- SECONDARY UNIT LEVEE 2399 CHAMONIX LANE a VAIL DAS SCHONE FILING NO. 1 LOT 17, BLOCK A m TOWN OF VAfL, COLORADO CD CD OWNER: MICHAEL ROTH ARCHITECT: SERGIO GARCIA CD M SCALE: 1 /4!' = 1 ' 3 / J H Q ` � C.� U r 40% 40% VATION AN „ _ TTOJ- 21-011 i 45% 1 " X 6" R.S. CEDAR SIDING ALUMINUM CLAD SLIDING ° WINDOWS WITH WOOD INTERIOR ° a READY TO BE STAINED a D p j pa Q V a v v D a D V D D V D a ROOF EL=8019.3' av ° D D a v 40 D- ° % D av v a 40% ° D D 2'-0" D v + j j ❑� a , a p i EL=8009.9' „ NORTH - EAST ELEVATION , „ 45% ' EL=8006.15' III IIlrT_T EL-8000' 2 0" a t 8a A A v a ' v ° ° APPROVED BY THE o • 21' v a a A 217 ` ° ° a v v a 5'—5„ DESIGN RE® 17 REVIEW BOARD ° ° DATE: 13 15 13 �° VIA PLANNER:-. 12 - 9 ° 8 7 ° SOUTH - WEST ELEVATION 6 � 14 v a a v 2 c • ' o v co rn rn a co v m Cu PRIMARY SECONDARY HOME N 2399 CHAMONIX LANE r. VAIL DAS SCHONE FILING N0. 1 LOT 17, BLOCK A TOWN OF VAFL, COLORADO w OWNER: MICHAEL ROTH ARCHITECT: SERGIO GARCIA SCALE: 1 /4" = 1 ' 4 J H d } 3 D U CROSS , S CTION A�A' " + ROOF AN r 'f N m H E E C B A 111 11 11 , ll 11 11 11 11 11 11 11 11 11 11 11 — 1 11 11 11 11 11 11 11 111 11 11 0 a, MASTER BEDROOM 00 V DECK KITCHEN DINING AREA El:l DECK KITCHEN DO o D DININ & LIVING - - 21 20 19 APPROVED 13Y THE TOWN OF VAIL DESIGN REVIEW BOARD 13 , i DATE: e PLANNER: - s ' S Fj 4 0 rn 3 ., m v , 0 v N O) ' C11 L 4 # PRIMARY SECONDARY HOME 2399 CHAMONIX LANE VAIL DAS SCHONE FILING NO. 1 co LOT 17, BLOCK A TOWN OF VAIL, COLORADO OWNER: MICHAEL ROTH ARCHITECT: SERGIO GARCIA CD Ir SCALE: 1 /4" = 1 ' J H Q w r� 3 O U ` 7 , r CROSS S CTION 1 2 7 8 , � r C554 6 ROOFL�E�V. = 8019.3' 40% 40� 1 2'--0- 4'-0" ELEV. = 8009.9' MASTER 2'-0" BEDROOM 4'_0„ 2: 1 SLOPE ELEV. = 8006.2' 45% EL V. = 8006.15' 8 BEDROOMS 1 &2 6 /�/\//�� 5 3 ROCK RET. WALL ' 1 ELEV. = 8001 .4 s 6 ELEV. = 8000' _4 3 WIDTH (FLAT AREA) 3 KI CHEN k DINING 12'-9 3 4° 1 20° � '; ?r�� \ \/\/� 2 S-2,2/5" / s. COMPACTED BACKFILL ELEV. — 7997.2 6 81_01, +•`sr� � 5 BEDROOMS 1 &2 4 LIVING ROOM _ /�� / 3/4" WASHED GRAVEL 4" DIA. PERF. PIPE 7 ELEV. = 7992.4' 1 ELEV. 7992-4) ' 1'-0 I L I I ,rte 5 4 5 40 DECK DRIVEWAY i\�\ 3 4" WASHED GRAVEL 1 ,, ri,;,F�; I,; r i;,It I �, 3—2 2 5' t, i,�il� r. ,,lr ,,.,I , '!� I, �,�I , 21 V. = 7988.2' 4" DIA. PERF. PIPE ELEV. 17 16 5'-5" 15 14 15-9 3/5" ROCK RETAIN NG WALL DETA L 12'- 1/5" 9 TWO CAR GARAGE APPROVED BY THE s TOWN OF VAIL ' 5 DESIGN REVIEW BOARD 4 a S I _- 2 DATE: ELEV. = 7975.6' 8% PLANNER: ` Lo CD al 0 r., �T CD e-t N PRIMARY SECONDARY HOME ca- 2399 CHAMONIX LANE CD VAIL DAS SCHONE FILING NO. 1 . cn LOT 17, BLOCK A ' CD TOWN OF VAIL, COLORADO w OWNER: MICHAEL ROTH cn ARCHITECT: SERGIO GARCIA co SCALE: 1 /4" = 1 ' 6 3 O U ! i l PRIMARY UNIT ELECTRICAL PLAN 1_` ` ' i ♦ I----- i �( O Ak Ott S er i f t i ( i i ' t F S S a 0 X S El DECK S S \ O O S DECK LIGHTS WILL BE ISLANDER - ♦ O O c S♦ K-6052 (BLACK) 1800 LUMENS EA. w ISLANDER STYLE K-9709 (BLACK) 75 W 1210 LUM. S DECK LIGHTS WILL BE ISLANDER ♦ K-6052 (BLACK) 1800 LUMENS DECK DECK LIGHTS WILL BE ISLANDER s" K-6052 (BLACK) 2 X 1800 LUMENS ♦ APPROVED BY THE TOWN OF VAIL 5e_o '(W4 DESIGN REVIEW BOARD El DECK DATE: PLANNER:_, Lo CD N m Cu m CNJ PRIMARY SECONDARY HOME 2399 CHAMONIX LANE CD m; PRIMARY UNIT LEVEL ( LIVING , DINING , KITCHEN BEDROOMS 1 &2 ) ( MASTER VAIL DAS SCHONE FILING NO. 1 PRIMARv U NIT LEVEL BEDROOM ) LOT 17, BLOCK A TOWN OF VAfL, COLORADO Lo OWNER: MICHAEL ROTH ARCHITECT: SERGIO GARCIA 4 SCALE: 1 /4" = 1 ' CD / J H _ U' 3 O U i t SECONDARY UNIT ELECTRICAL E .,PLAN S 1 - ' n S -0- o 0 S AL S AiL I i s ><_1 As S'& _ S s 0 - ISLANDER STYLE K-9709 r (BLACK) 75 W 1210 LUM. S _ AS �S S DECK C t I J f I 3 t i E t i T 0 C AR GARA I � GARAGE t t ! t { t ! , i : 1 7 I ( � 1 t __ ----------__-- _____.--------- V ! �— - --- — --, APPROVED BY THE TOWN OF VAIN ISLANDER STYLE K-9909 VG DESIGN REVIEW BOARD (BLACK) 75 W 1210 LUM. DATE: S + PLANNER: F Co i ! Ln co i t m N GARAGE LEVEL _ _ __ _________ _______ __ c SECONDARY UNIT LEVEL 1 Cu PRIMARY SECONDARY HOME Q 2399 CHAMONIX LANE CD VAIL DAS SCHONE FILING NO. 1 CD LOT 17, BLOCK A TOWN OF VAFL, COLORADO H OWNER: MICHAEL ROTH ARCHITECT: SERGIO GARCIA CD SCALE: 1 /4" = 1 , 8 J H y Q Co U B B PRIMARY UNIT F 00 P AN A A ' g C D E E GH I J K � M N C (Z' E I M •413 " 43'-0* 0'-5 1/2" 0'-1 1/2" 0'- 1/2 6'-0" 0'-5 1/2" 6' 6" 0'- 1/2" t'-0" -5 1/2" 10'-10 1/2" 0'-5 1/2" 0'-5 1/2" 10'-10 1/2" 0'-5 1/2" 6' 0" 0'-5 ,/2" 6'-6" 0'- 1/2" 6'-0" 0'-5 1/2" 10-10 1/2" 0'-5 1/2" ` 00 es 00 0-0 00 es 0'-5 1/2- 0'-5 1/2* ti 1' 1._6"-6" 1 - 2 0'-5 1/2" 0'-5 t/2" 4'-5 1/2" 3 P V-4' 5'-7- ILI 3,-0° 4'-0" F- -5 1/2" Q r7 9 16'-10" 16'-10" 2 X 1J 0 24' x 5'-0" p O O a 2 X 0 24" N Q N N Q N_ 0'-5 1/2" x N I N 5'-5" 0'-5 /2" 0'-5 1/2" 32'-0" i 2'-0" 3'-0" .-11" 2 2- 1 3/4 1 1 M L 0'-51/2- — - Q -5 1/2"L �R 0 C' 5'-6" 3'-0" (O N N 6- X 6 GRIPP ES Ot _ 3 IMPSON LUS 10 m x A a 6'-91/2" X n A ' N n 13' CONTINUOUS SHIMATOP OF G L'S r) 0 ' AT INTERIOR SPAN 6 e BOTTOM OF G L x 13'-9 1/2" do JOISTS FLUSH 13•_9 1/2" � � n to XZZ I = Q O O n =O O x 2 a ow O �l fn in cn= Z M N O ^aU d P 4 o �6+11, r_ O O �� 4- 2 X 6 CRIPPLES X � 5 ::0'-51/2- 0'-5 1/2" N 3- 1 75" X 11 875" M L ,y+ W , X X 19 TO FL SH x 0'-5 1/2" i i IN X AT 6' STUD NALL N SIMPSON LLUSP2SW�J2 O 3'-0" n LUS210-2 2'-0 2X8016" 6 STUDS THIS WALL ONLY 2 X 12 SUBFASCIA X 8 T 2 X 12 UBFASCIA X 8 FT 0'-51/2" 4'-0' 4'-41/2" 0'-51/2" 0'-5 1/2" 0'-51/2" 17'-0" 5 1/2" 7'-3 1/2" 6 ' 2 X 12 LRDGER W/8 - 16d AT 12" x 25'-10" TO 2 X 6 STUDS AT 12" N :r x M I N � B N M X 6 1(0 6 3/4 X 24 G L (DROPPED)H P ER �6 16'-5" N 2X120 W tO 0 S+ N N , .,t N �S+ 6 a GRtpp1�S x _ X I N • x N n 2X12016" I 2X12016" 2X12024" 2- 2X12 2- 2X12 7 0'-5 1/2* U 'I �e ?+s TO y F N 0 04 5 ti 0 goF 1 N f r cn rn rn c-, °° ROOF FRAMING rl- m NOTES TYP. EXCEPT AS NOTED 1 . 5/8" CDX PLYWOOD (40/20 PANEL SPAN RATING) ROOF DECKING B 2. 2X6 AT 16" EXT WALLS 13 ' • c_ 3. 3-2X12 EXT HEADERS WITH '2 LAYERS 1 /2" PLYWOOD PRIMARY SECONDARY HOME CL 4. M.L. INDICATES MICRO-LAM 2399 CHAMONIX LANE 5. G.L. INDICATES GLU-LAM VAIL DAS SCHONE FILING NO. 1 LOWER ROOF AND MASTER FLOOR ER AVI I N G TOT 1 OF BLOCK COLORADO OWNER: MICHAEL ROTH ARCHITECT: SERGIO GARCIA cr SCALE: 1 /4" = 1 ' a RDA 96029 3 O U A (13 C DE g F GH I J CK em eN S CONDARY UNIT F OOR AN 43'- " AB C D E g G H I J K L M N 0'-5 1/2- 10'-,3 ;/2" 0'- 1/2 6'-0' 0'-5 1/2" 6'-6- 0'- 1/2' 6'-0' 0.- 511/2- 10'-10 1/2" 0'-5 1/2" 0'-5 1/2* 1'-6' 1 41 0'-5 1 2' 3-2 X 12 0'-5 1/2" 4'-0" L 2- MPSO S210 2 1 X 12 CD Q 16'-10" 16'-10' ' o � U7 _ N x x n n �- N '^ r co W r 32'-0" ::A< }`O 3-2 X 12 0'-5 1/2- tr r. A ) 2-2X12 . A A �° A 51'-10 3/ " 10'-1 1/2 ,a N 2X10 AT 16' 11'-9 1/2" ;2 N TRIM TO 2X8 x FOR EXTERIOR DECK n o 13'-9 1/2* m � a I 0'-5 1/2' CONCRETE WALL FLOW 2-2X10 - - UP TO LIVING ROQA FLOOR EXT END TOP OF CONCRETE FRAMING N •I I M 2'_p' 3'-0' 0'-5 1 2` - 0'-5 1/2' 1'-21/2' w a SIMP SON ::f 0'-5 1/2" 5 2-2X6 REDWOOD POSTS � N LUS210- FLAT TO WALL co x 0 Qox 2 X 10 r r"+ EXTEND TO FOOTING {`�J w PROM DE 14" TJI SOLID BLOC,ING N o 3 JOI T SPACES, SPACE AT 16', FULL GTH WALL, NAIL DECK 1/2E TO B KING W 16d AT 3' O � r x W i i I N oc 0- • I N 0 7 2 X 10 of t i *-7 Lr m 1 2 X 4 CROSS BRACING n 19'-5 1/4' 19'-10 3/4' WO CAR A R A G i__-�_ ________ ( TOP OF TJI'S TO BOTTOM 17'-11 7/8" 22'-4 3/8 F.. i OF 2 X 10'S HORIZ. f 2 X 4 BLOCKING AT TOP ` OF 2 X 1Q'S ;a 4'-3 1/2` S'-it" 2'-0" i t 1/24 GARAGE 1 1 I r I STEP TOP WALL, 4 PROVIDE BEAM -_--.__.____�! s POCKET FOR HEALER 6X6 POST i k 2-2 X 1 ON SIMPSON PB66 7 _________ 5 L 2„ "-- _____ ___ 6 3/4X2? 1/2 L. 3- 2X10 ON 12" DIA X 38" PIER INTO PAD 8"4X-, DOWEL 8- 0'-5 1/2" 3-#5 EACH WAY, BOTTOM TOP CONCRETE WALL TOP CONCRETE WALL A UP TO FLOOR FRAMI I j i x UP TO FLOOR FRAMING o B X / - t __ _4 t t ( — 4 d B N X SIMPSON �- ! 1 __ HU 810 c.o CD rn 2'-4 3 4" 18'-0- 0'-5 1/2- 1 I� 5' '6- ^� ' - 20'-} 3/4• 1'-3 1/4' 7'-0' 7'-11" 0' S 1/2" f I O.75 1/2" 0'-5 1/2- 22'-0 3/8- 43'-e'• m ; I 0 N NOTES TYP. EXCEPT AS NOTED GARAGE LEVEL 1 . 3/4„ T & G FLOOR DECKING ; Q 2. 2X6 AT 16” EXT WALLS PRIMARY SECONDARY HOME 3. 3-2X12 EXT HEADERS WITH 2 LAYERS 1 /2" PLYWOOD 2399 CHAMONIX LANE 4. M.L. INDICATES MICRO—LAM VAIL DAS SCHONE FILING N0. 1 LOWER FLOOR E R AM I N G & FOUNDATION PLAN LOT 17, BLOCK A z 5. G.L. INDICATES GLU—LAM TOWN OF VAfL, COLORADO OWNER: MICHAEL ROTH ARCHITECT: SERGIO GARCIA CD SCALE: 1 /4' = 1 ' a RDA 96029 rm i U 1 r FOUNDATION A B C F G I i � N 17'-9 1 /2" 7'--5 17'-9 1 /2 NOTES , TYP EXCEPT AS NOTED : CONCRETE (3000 PSI) FOUNDATION WALLS , WITH 2- #5 TOP AND BOTTOM, #4 X 24" FOOTING DOWLES AT 48" & 12" FROM CORNERS, Fi 8" X 16" FOOTINGS, 40" MIN. FROST DEPTH, TYP. 15'-9" TALL WALLS: 20'-9 1 /2" 17'-4 1 /2"111 12" THICK, 3-#5 TOP, MIDDLE & BOTTOM T 3 AT 18 12" 2 X 6 SILL PLATE, 1 /2" X 10" ANCHOR BOLTS AT 12" # 36 ° 1 .5 FROM INSIDE FACE, BREAK OUT BARS 4 FOOT TO 8 FOOT WALLS: o ELEV. = 7992.4' ELEV. = 7992.4' 8 THICK, 1 /2" X 10 ANCHOR BOLTS AT 24 AND 12" FROM END SILL PLATES, #4 GRADE 60 VERTICAL AT 24 , 1 .5 FROM INSIDE FACE, GRADE BEAMS: 8" THICK, 1 /2 X 10" ANCHOR BOLTS AT 48" 2 N IRV AND 12" FROM ENDS SILL PLATES OP CONCRETE ALL 5,_ ELEV. = 7988.2' UP TO FLOOR FRAMING 36 3,_0 , ,_0, N 12" F #3 AT 12 BREAK OUT BARS Id lk I 15-2 1 /2" SHIM SOLID ° PROVIDE 14" TJI SOLID BLOCKING 3 JOIST SPACES, SPACE AT 16" 5 FULL LENGTH WALL, NAIL DECK TO BLOCKING W/ 16d AT 3" 6 C NC. 14'-11 " r #4 X 24" @ 16" - '` s TYP. PP. WALL ° #6 @ 12„ - - --- ' TOP CONCRETE WALL UP TO FLOOR FRAMING ELEV. = 7975.6' - i PAD SCHEDULE _ ____ _ _ _. � o MARK SIZE W/#5 AT 12 OA Ir � � EA. WAY, BOT. f t , A 8 " X 38 S - i r B 8 " X 45 " S Q cn _________ _______ STEP TOP WALL PROVIDE BEAM "~ Q y M POCKET FOR HEADER Loo ; PROVIDE 12 DIA X 38 PIER W/ N 3-#5 FULL HT. AND EXTEND ca- 8 INTO PAD PRIMARY SECONDARY HOME ° - -' --- 2399 CHAMONIX LANE " _;_ --T _ _____ VAIL DAS SCHONE FILING N0. 1 t ` LOT 17, BLOCK A ° TOWN OF VAfL, COLORADO ' ° t OWNER: MICHAEL ROTH CD ARCHITECT: SERGIO GARCIA SCALE: 1 /4" = 1 ' RDA 960291 ° o� KRM CONSULTANTS, INC. STRUCTURAL ENGINEERING AND DESIGN P O BOX 4672 (970)949 9391 VAn COLORADO 81668 FAX 949167 or.IT, t3/9 x 7 tZlt� Ur ill <L 1 _ T i 5-C o.ant It Z I T F p + — - - --- - - 1 17/x' } r --( o vJ. 4" CONCRETE SLAB ON 4 CLEAN GRAVEL fa'T-0 BASE ON UNDISTURBED GRADE SOILS W = /"l1�V COMPACTED STRUCTURAL FILL PER S -I WITH 6x6- 1 �I t o.F=- 07-� ll ` F ENGINEER. REINFORCE SLAB W I - I W1 .4xW1 .4 WELDED WIRE FABRIC u Al2 'w� � �13_y�L 3_ � i� THROUGHOUT. PROVIDE 1" DEEP SAWN�OR, 2 i TOOLED CONTROL JOINTS AT 15 -0 I �! 10 I `-- MAXIMUM SPACING EACH WAY. � C 1>11 I { f @ v { ,—]A �3 - zx1 O Z�_IZX IZ- -- Fm j f ; I _ i l^ 3`/y� i ` k i '/ _ f _ J '' 1 M �� I `avt��z -T c� I=_- �`- 3`�z. ""i s�a3 v/._ (n�- "� `1 , 11 ►��,�{� D_ _►_(a _ �� ,� 03 X31 - -� TD. — a _7 _ ''0 5rs ��P � !v i I �t — �j V,4 y5' ; N s I , D. { t �.� i F P 3 x I �— =1AZ NY- sTc- i V Z x 3 IZt _ t11 V: _ -7 _ � 1 I F � I tI - 1 /_ 1 /�Q T�`'\ Pik e=� I '�-�..:2i_1��. G E�t=� 2 E 1�((=c�f2 C(r�6 -, �'! D el b O � A 2- (.� xZ-ox (-t� (3) - �-5sx2 I I t � t 31 z 13 1 __ 1 0l x l i i -t i - -I- - (3>- 5� x 1 - f3 �' I'— n L 1 ' 4" CONCRETE SLAB ON 4 CLEAN GRAVEL i 0_1a_- # I , BASE ON UNDISTURBED GRADE �1R , COMPACTED STRUCTURAL FILL PER SOILS; s ! I EI F RC SLAB WITH 6x6- �� ENGINEER. R N 0 E r { i W1.4xW1 .4 WELDED WIFE FABRIC ' - ' THROUGHOUT. PROVIDE 1" DEEP SAWN OR 1 { TOOLED CONTROL JOINTS AT 15'-0" i� x ` MAXIMUM SPACING EACH WAY. I . I ` Jl 5�,� C� Ito` i � � 4 � I I - S�E� I �! - l S'T�f�' S 1Ct i~t1 c�Lk�—C TAM �vC�G I _ C3� t3/g x 1 VC_ ____ - - -___ ________-- - - - I l Ttaifv�1-oV l Cc�� Zx t U C,�J7—i=\Z ATTA[F E 1 ( -7a �- P 7 C I FFIC '-0 } tZ tt� k/ '-fit{'' 7+-i rz..U— �' �► 1 11 i 4 ` ,� p Pi z x l J � 2-g i �o , �, I i ZL3��a ��-9�y �; �' � � t , f: Qevelopmeni � �' p1w Build mum Fri i �� 0 199 O t, prover] Q >� [] >401 F1s kk nj Z 061 Validity of Permit JUN 2 7 1996 „ Sec 303 (c) 19 U B.0 ti N,aIN FL,�>j'z �111t�\C�. i�Lt?I� !�`I = 1`- o F (=�yNC��-fit otf ��t �_—T- __ _ I� - ( '-c� _ << : ,�-, ' \\ RE .�.sance or granting of a permit or approval of plans ant. (Z�TH t�Estt�EluC-E �CaS-iv T>H - i�ia t t-\ TZ6 C > NCB �} �Cao _ I( �- .;,,vations shall not be construed to be a permit for. or an 11K 05 PLAN NOTES: v,-0 of, any violation of any of the provisions of this code ��:�%y T,y other ordinance of the Lurisdication. The issuance of �� c • ,,it based upon plans, specifications and other data shay' PLAN NOTES: 1. ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS- ;rent the building official from thereafter requiring the 9 T.O.W. = TOP OF CONCRETE WALT - can, of errors to said plans, specifications and othp 1. INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: T.O.F. = TOP OF CONCRETE FOOTNG 2. POSTS BELOW ARE INDICATED: 2. STEPS IN TOP OF CONCRETE WALL INDICATED: i ff�A�dl'ltttl NON-CONTINUOUS POSTS FROM ABOVE ARE INDICATED: Ek - r 3. CONTINUOUS CONCRETE FOOTINGS ARE CENTERED BENEATH CONCRETE FOUNDATION FF 11! 3. FLOOR SHEATHING IS 314" TONGUE AND GROOVE APA STURDIFLOOR, D(P.1, SPAN 'WALLS UNLESS NOTED OTHERWISE. S1 0 RATING 20 OC. 4. CONCRETE FOUNDATION WALLS ,ARE 8" THICK AND CONTINUOUS FOOTINGS ARE 8" f THICK X 16" WIDE UNLESS NOTED OTHERWISE. 5. DO NOT SCALE DRAWINGS. I a KRM CONSULTANTS, INC. STRUCTURAL ENGINEERING AND DESIGN P 0.BOX 4672 19701 949 9391 VAIL,COLORADO 81668 FAX 949.1677 ` " F i 1 cl) - Z x Cv 1 / ` /—CA I YP � ar-(, lI z � Y II 1i i Zit 1`3i qI- LV� 3 Z 13 ll'r �v 2)-13/ k q�2 LVL CAif�`=t�{�D� � Fi-us�►� � � I i� r�DR P�� J�'� s � >1 � K" Zx IZ`s t x 2s � ti 1 i /2] / 1 � N � I } Y � f rn ' Lu3 y� J Ly ,'� /11 - '� t' _ _. ._ J.. .. ... _ ' - _ Y 1 � `I`�.f'1/ •`F t" �"f-- (" "1. .r"w � .'q.*'e:t, !'„e' r` , t u t_s x 'J T�(k? o- �? ] , L . J ` uj ti Q I ti Z_ x IZ s ( J L O 1 Yf. lo k 9` t_v j _ l — — - - - 3�-Zx l c� i t CANT, t;FN>> uF- 1 t ,v //V //L" SUS C=h�5C.,I •V � i i 1 i ] 7 ! Z x 1 Z L,cw�vv-rs y s Z_ �ALtr,r C�Ec...c�Y.r � 1 t Z K c1 f 1 I {E i v 1- i �� 21 o,r1 -- -- -__ - _ Li r a ; JUN 2 7 1996 I � 1` � � QC _ C=F��t�1L`i�-� (>L.f`�t _ �/�i�`=..(�O � REG%�r�''��i S�F'� P PLAN NOTES: LAN NOTES: e� s 1. INTERIOR WOOD STUD BEARING "ALLS ARE INDICATED ON PLAN THUS: 2 99 e ti 1. INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: 2. POSTS BELOW ARE INDICATED: a `�'�F~eaeeae 'e 2. NONTS BELOW R INDICATED:STS FROM VE ARE INDICATED: NON-CONTINUOUS POSTS FROM ABOVE ARE INDICATED: ` 3. ROOF SHEATHING IS 5/8" APA PLYWOOD, EXPA, SPAN RATING 32/16. 3. FLOOR SHEATHING IS 3/4" TONCUE AND GROOVE APA STURDIFLOOR, EXP.1, SPAN RATING 20 OC. 4. ROOF SHEATHING IS 5/8" APA PLYWOOD, EXPA, SPAN RATING 32/16. S2 �� if t t 40% • 40% 0 l , t ' 1" •• 45% a � o o 2'-0" 1" X 6" R.S. CEDAR SIDING (V—GROVE) , ' ALUMINUM CLAD SLIDING WINDOWS WITH WOOD INTERIOR t READY TO BE STAINED (TYP.) v4 A CIRCULAR CEDAR LOG RAILINGS WITH 2 DIA. VERT. CEDAR e ° ° •d d • ' .� \ \ J , CROSS BARS • • • ♦ •y • d r v • • • • ♦ • ~* • a 4 a • _• • • e d• & • 4 L• + • A ° . d v • d ° a e v v ° • v a d4 ° a d • a ° ° d 4dt, A4 4 v d A ' d v 4 °• d 4 4 • v ° d ° d v d ° t ° d • d v ° ° 4 d ° d d ° S 4 v • t d ° 4 °i d ° A t TAN STUCCO SIDING d 4 . NORTH — EAST ELEVATION s ' ROOF EL=801 ..8' SCALE: 1 /4" = 1 ' a 40% 24 GUAGE 18" STANDING SEAM 40% ROOF—DAR BLUE (PRO—LOC II) 2'-0" P 45% EL= 8005. 4' EL=8004.65 EL= 7998.5' , _ 2P-011 CIRCULAR CEDAR LOG RAILIN'NS s r• ♦ d / WITH 2" DIA. VERT. CEDAR • •, •4 CROSS BARS •• • •� r. •d• a a d 1 e • •: °t • • • i , i • ° • • • , • � , 4 Q • • • d• a 4 v 4• a=• • • d ea •� , ° ° ° d 11: • ♦ 4d , 20 y -• , • • �' • ■ „ 9 18 ! 5'-5" Y SOUTH — WEST ELEVATION " 16 a ` .� = t ' 15 14 t SCALE: 1 /4" = 1 ' �� • 12 10 9 8 7 m 6 5 °' 4 s cu 1 co y cv r ' PRIMARY SECONDARY HOME 2399 CHAMONIX LANE cu VAIL DAS SCHONE FILING NO. 1 LOT 17, BLOCK A ui TOWN OF VAfL, COLORADO r t OWNER: MICHAEL ROTH ARCHITECT: SERGIO GARCIA SCALE: 1 /4!' = 1 ' Lo rov w o ail i C OSS S CTION AA ' � N M � 'A ) H E C � B MASTER BEDROOM 00 DECK • KITCHEN LORD ' DINING AREA DECK F/p KITCHEN DININ & LIVING 21 20 19 13 12 11 9 6 5 4 rn 3 rn m m rn CID N a ZE PRIMARY SECONDARY HOME 2399 CHAMONIX LANE `r' VAIL DAS SCHONE FILING NO 1 cn LOT 17, BLOCK A TOWN OF VAIL, COLORADO U n OWNER MICHAEL ROTH ARCHITECT SERGIO GARCIA CD SCALE- 1 /4" = 1 ' CDJ H 4 C7 � 4 '00% molmalk %MOO OSS S CTION 55 7 8 ROOF ELEV = 8017 8' 40% 40� 4'-0" ELEV = 8008 5' MASTER BEDROOM 4'-0" 2: 1 SLOPE ELEV = 8004 7' _ 7 8 45� EL v 800465' 8 7 BEDROOMS 1 &2 6 1 U 4 3 ROCK RET. WALL ELEV. = 7999.9' ELEV = 7998 5' � ' 6 1 —0 8'—o WIDTH(FLAT AREA) 4 3 K( CHEN & DINING , _ \/� 2 3'—2 2/5 12 —9 3/4"' l-2=� .;,a,"; , //\ \/� COMPACTED BA ,KFILL ELEV — 7995.7' BEDROOMS 1 &2 54 � \ 3/4" WASHED GRAVEL 3'-9 3 " 3 LIVING ROOM / 2 \ ' ELEV = 7990 9' „�t.^,_ /� 4" DIA PERF. PIPE 7 ELEV — 7990.9 , // �� 8 —0 5 5 I —U DECK ,� 4 DRIVEVVA //� 3/4 WASHED GRAVEL 3 2 4'—2 2/5 3 K D & L 3'-2 2/5" 1 21 =LEV = 7986.7' 4 DIA PERF PIPE 17 L!6 - 14 13 i 15 —9 3/5„ —�R 0 12'-7 1 /5” 9 TWO CAR GARAGE 6 5 4 2 ELEV = 79741 ' Co m m m PRIMARY SECONDARY HOME ro 2399 CHAMONIX LANE 4m VAIL DAS SCHONE FILING NO 1 LOT 17, BLOCK A cn TOWN OF VAIL, COLORADO CD OWNER MICHAEL ROTH ARCHITECT SERGIO GARCIA SCALE- 1 /4" = 1 ' 0 To"j Pens cAm � 7 s� I <_ l-,";Jb RIMA Y UNIT FRAMING P AN B B 43'-0" 0'-5 1/2` 10'-10 1/2" 0'-5 1/2" 6'-0" O'-5 1/2" 6'-6" 0'-51/2" 6'-0" 0'-5 1/2" 10'-10 1/2" 0'-5 1/2" 0'-5 1/2" 10'-10 1/2" 0'-5 1/2" 6'-0" 0'-5 1/2' 6'-6" 0'-5 1/2" 6'-0" 0'-5 1/2' 10-10 1/2' 0'-5 1/2" 0'-5 1/2" 0'-5 1/2" 1`-6" 1'-6" 3- 2 X 12 0'-5 1/2` y O'-B 1/2" 0'-5 1/2- 4'-5 1/2" 0'-8 1/2` � 0'-5 1/2" O'-5 1/2" 1'-4` P `10 4'-0" 0'-5 1/2- < M {. X 0 0 N 16-t0' 2 X 13 ® 24" N 5,-O. ¢ x 16-10" 2 X 1 0 24" N i p rr I N N H Q _N 0'-51/2" 1 x N Efl I N 5'-5" _ 0'-5 1/2* 0'-5 1/2' 33-11 1/2* 2'-0" 3'-C' 2'-11" 2- 1 3/4 1 1/4 M l 0'-5 1/2" - 1 Q� 0'-5 1/2" 5'-6" 3'-0" >< 6- 2 X 6 GRIPP ES PY 0 N cO SIMPSON LUS410 X A a 6'-91/2" x A N r 13 -� 3125 X 9' G L AT 16" - G CONTINUOUS SHIM TOP OF C L'S I �' BOTTOM OF GL AT INTERIOR SPAN M GR1PP °' & JOISTS FLUSH .- 13'-9 1/2- n O Jn n a � n N xo xZw M N V) f)a P nV)W 25-IC 4> 4'-0" ul QQ� G�\ X 6 CRIPPLE! C6_ m ti x 0 0'-5 1 2" N L' 3- 1 75" X 11 875" M L �+ W i X O X 19 F TO FL SH / 0-5 i/2" x 0'-5 1/2" i IN X 8 AT 6' STUD mALL N SI M PSON SI MPSON 3'-0" N LUS210-2 LUS210-2 2-0 2X8 ® i6" STUDS THIS WALL ONLY 2 X 12 SUBFASCIA X 3 T 2 X 12 SUBFASCIA X 8 FT 0'-5 1/2` 4'-0" 4'-4 1/2" ` 0'-5 1/2" 0'-5 1/2" 0'-5 1/2" 17'-0' S 1/2" 7'-3 1/2" J 2 X 12 LRDGER C, ° W/8 - 16d AT 12" x 25'-10" TO 2 X 6 STUDS AT 12" N x r7 I N .-- 610 B 2 6 3/4 X 24 G L (DROPPED) H PpER �6 "L = 9� J 16'-5" 2 X 12 0 24" ° �) CN N x X N 2 X 6 GR,pp1 Es I N / ^ N EPOH ,X10 GS ti I 2 X 12 016" N 2 X 12 016" 2 X 12 0 24" Z)z2- 2X12 2- 2X12 - 3- 1 1 ' M 0'-5 1/2' C s r0 h i G1 Fqp x N Lo rn m Ln ROOF- FRAMING NOTES TYP. EXCEPT AS NOTED cli 1 5/8" CDX PLYWOOD (40/20 PANEL SPAN RATING) ROOF DECKING B 2. 2X6 AT 16" EXT WALLS B 3. 3-2X12 EXT HEADERS WITH 2 LAYERS 1 /2" PLYWOOD PRIMARY SECONDARY HOME 4 M L. INDICATES MICRO-LAM 2399 CHAMONIX LANE cn 5. G L. INDICATES GLU-LAM VAIL DAS SCHONE FILING NO 1 z LOWER ROOF- AND MASTER FLOOR FRAMING LOT 17, BLOCK A TOWN OF VAIL, COLORADO OWNER: MICHAEL ROTH ARCHITECT SERGIO GARCIA CD SCALE 1 /4" = 1 ' a RDA 96029 a nq g l c 6ry3 x.c`m � ��57 or B 8 �"CONDA Y UNIT F AMING AN 43—0" 0'-5 1/2- 10'-10 1/2" 0'-5 1/2- 6'-0" 0-5 1/2- 6—6" 0'-5 1/2- 6-0, 0-5 1/2- 10—10 1/2" 0'-5 1/2- 0'-5 1/2- 0'-5 1/2" 1'-6" 0'-5 1/2" 4—0" 3-2 X 12 0'-5 1 2 0-8 1/2 2 0'-5 1/2- 0'-5 1/2" z SIMPSON LUS210— 2-2 X 12 LO Q 15—8" _ N X x in N ^ co fl- r— r 33'-11 1/2" }`O ti 0-5 112 J 3-2 X 12 0-5 1/2 i A 2-2Al2 }p L F- v A ii Q J 53'-10 1/f 10'-1 1/2' � � C1' 2X10 AT 16' 11 —9 1/2" '5 `cl TRIM TO 2X8 x FOR EXTERIOR DECK 0 13'-9 1/2" i 0-5 1/2" CONCRETE WALL BELOW 2-2X10 EXTENDTOP OF CONCRETE UP TO LIVING ROOM FLOOR FRAMING 3'-0" x N "I 2'-0" 2'-0 0—5 1/2' _ i'-0" r 0'-5 1/2" 1'-2 1/2 �! SIMPSON 0'-5 1/2" 2-2X6 REDWOOD POSTS '+ LUS210- DROPPE FIAT TO WALL 000 � EXTEND TO FOOTINGS 0071NG Q O x 2 X 10 3—5" ``' 0 PROM E 14" T Q S)UD BLOCKING N 3 JOI T SPACES, SPACE AT 16', FULL ENGTH WALL, NAIL DECK 0'-5 1/2", TO BLPCKING W -6d AT 3" 10'-1 1/2' — O >< t�LLJ N I EL N O ® 2X10 0_ 0 2 X 4 CROSS BRACING 19'-5 1/4' 19'-10 3/4' TOP OF TJIS TO BOTTOM 5 OF 2 X 10'S HORIZ ` 19'-10 1/2" 23'-10 1/2' 2 X 4 BLOCKING AT TOP OF 2 X 10'S 4'-3 1/2" 5'—it" —0" GARAGE STEP TO' WALL PROVIDE BEAM POCKET OR HEADER 6X6 POST 2-2 X 10 ON SIMPSON P866 0'-5 1/241 E 3/4 X 22 1/2 L �.. 3— 2X10 ON 12" DIA X 38" PIER 0—5 1/2" W/ 3—#5 X 46", DOWEL 8' INTO PAD 8" X 24" SO W/ 3—#5 EACH WAY, BOTTOM TOP CONCRETE WALL TOP CONCRETE WALL ® UP TO FLOOR FRAMit UP TO FLOOR FRAMING ° �> 5—6" 5'-6" ° c x N y O 7'-5 1/8" 04 N Q x N 2— 2 X 10X8FT \ SIMPSON HU 810 CD rn CD 5'-6" 20-4 3/4" i —3 1/4" 7'-0" 7'-11" rn i'-11 1 t 8'-0" 1�-0" 0'—5 1/2" 1 —0' 1'-2 1/4" 0'-5 1/2" r� 43'-O" cv 23-7" :• co ti NOTES TYP EXCEPT AS NOTED GARAGE LEVEL 1 3/4" T & G FLOOR DECKING 2 2X6 AT 16 EXT WALLS PRIMARY SECONDARY HOME 3. 3-2X12 EXT HEADERS WITH 2 LAYERS 1 /2" PLYWOOD 2399 CHAMONIX LANE VAIL DAS SCHONE FILING NO 1 4. M L INDICATES MICRO-LAM 5 G.L INDICATES GLU-LAM LOWER FLOOR E� AVIING & FOUNDATION PLAN LOT 17 BLOCK A Q TOWN OF VAFL, COLORADO OWNER: MICHAEL ROTH CD 0 ARCHITECT SERGIO GARCIA Im SCALE: 1 /4" - 1 ' RDA 96029 t c n y N ail ` r SIMPSON A35 FRAMING ANGLE AT I EACH JOIST 6" MIN. s SLOPE GRADE AWAY ( 1/2• % 301 FROM BUILDING ONE ANCf10R DOLTS AT SEE D SCHEMATIC 0 D T N FOOT DOWN IN FIRST .1 ANC TEN FEET. EXTEND TO DRAINAGE SWALE GRADED MIN 2% TO CARRY RUNOFF WELL 14 GRADE 60 AT AWAY ....... . .. FROM 24' FULL f1EICHT FOUNDATION AN • FOUNDATION 1 1/2' CLEAR rD 3000 PCONg CONCRETE WALL' I„... ........... """°`(` .i Im 'iii L 1_ ...'. A i' 1 { i A B C F G I J N BASEMENT WALLS t r4 X 241 AT BEARING _ _ DOWELS 48 AND Al2" ` wALLS ! s` •f y .~ f'e.<� ~J.1 P i F q'i(j•I i - 7^$lNl' �-. FROM CORNERS a, -•»*- 2 /S TOP i BOTTOM l � v ` 3 PERIMETER V' "' �iSi�Si�a�9��iWi G....,».�:_._.. , DAMN TO � , „ „ � ,� t, , ,! DAYLIGHT OR •. 11 4 61-5 1 /2" 7 10 6'—r5 1 2 11 —4 »Ah SUMP APR 7, 1997 ' NOTES , TYP EXCEPT AS NOTED : CONCRETE (3000 PSI) FOUNDATION WALLS L Ll WITH 2 #5 TOP AND BOTTOM, #4 X 24" FOOTING LI I r DOWLES AT 48" & 12" FROM CORNERS, 8" X 16" FOOTINGS, 46" MIN. FROST DEPTH, TYP. 1 '-11 1 /4" 1 8'-0 1 4" 15'-9" TALL WALLS: �,; 17'— 1 1 /2" 36" 12" THICK, 3—#5 TOP, MIDDLE & BOTTOM ,I -oy.g3=j'' N �� 12" 2 X 6 SILL PLATE, 1 /2" X 10 ANCHOR BOLTS AT 12 iii N BREAK OUT BARS 1 .5 FROM INSIDE FACE, �, ! Li fr Ln Lr) 4 FOOT TO 8 FOOT WALLS: �' N Ln 8" THICK, 1 /2" X 10" ANCHOR BOLTS AT 24" AND 12" FROM END SILL PLATES _ `''' SLAB N GRA ELEV. 7990.8' 'n M #4 GRADE 60 VERTICAL AT 24 LAB ON GRADE ELEV. = 7 90.8 1 .5" FROM INSIDE FACE, Tor ' 8 3 GRADE BEAMS: ' , , J 77 iJ , 8 THICK, 1 X 1 A T 4 2 0 ANCHOR BOLTS AT 8 2 lop, IMF Lj AND 12" FROM ENDS SILL PLATES ' r 1. 7' TOP CONCRETE WALL UP TO FLOOR FRAMING X3 3 —0 —otl SLAB ON GRADE ELEV, — 7986.6' .+er 36" 121 #3 AT 12 - �� ; 83 �i�� BREAK OUT BARS :i. - _ � '��' `- d'1 for= 83 • :x 15'-3 1 2" SHIM SOLID /`. •±' PROVIDE 14" TJI SOLID BLOCKING {� ` 3 JOIST SPACES, SPACE AT 16" FULL LENGTH WALL, „ NAIL DECK TO BLOCKING W/ 16d AT 3" low-:_ 73 -g F „ I � will 6 #4 X 24 @ 16 TYP. s OPP. WALL I _....»...---------- #6 @ 12" I TOP CONCRETE WALL co UP TO FLOOR FRAMING + . ...._ N PAD S C H E D U L_ STRUCTURAL REVIEW pp GARAGE SLAB — 7974.1 ' Q FRAMING AND FO SIMPSON A35 , ,r FOUNDATION FRAMING ANGLE AT j .. ... ... .,.. ," 21 —7 `.'`� l, EACH BLOCK AT 24• I �06o @(dit �N G MARK SIZE W/#5 AT 12 �� .�. ®,�V� I 7a,- 700" EA. WAY, BOT. �sT s 4'-0• LENGTH OF ��` /// ^ /� 0 IrQ 6' MIN. i SOLID BLOCKING " �( r`�{' " ( 1 AT 24', NAIL /, v t�-��CJ DECK TO BLOCKING �� a WITH lod AT 4' 9 .. ..... ...... ................ STEP TOP WALL B u '-1"X 5 n PROVIDE BEAM '+ CU�•�� SLOPE GRADE AWAY 1/2' X 10' +, t+ j FROM BUILDING ONE ANCHOR BOLTS AT ! ` POCKET FOR HEADER ' � ' " �utallo FOOT DOWN IN FIRST 24' cn TEN FEET EXTEND I C37 TO DRAINAGE SWALE I ` `•"'� GRADED MIN 2% TO •J I _ Y .[! /4 GRADE 60 AT MAY i a Cr) CARRY RUNOFF WELL 24• FULL HEIGHT L.C') AWAY FROM 1 8 _o FOUNDATION r 11/2• CLEAR - ' 10 374" l., 2'73 1 / 8 E" CONCRETE WALL I 1 PROVIDE 12" D I A X 38" PIER W/ Lo 3000 PSI 3—#5 FULL HT. AND EXTEND 8" INTO PAD PRIMARY SECONDARY HOME I. ... .... 6✓�1/lS RS ��C�7�/� 2399 CHAMONIX LANE BASEMENT WALLS I Al/ 014,C kiiiii /S g' 0 VAIL DAS SCHONE FILING NO. 1 AT NON—BEARING ' wALLS LOT 17, BLOCK A FRDMCOIU+EIiB , ( ,/ •�p1�f� TOWN OF VA�L, COLORADO ~O DOWELS AND 12' / Do rig 1\ 2 - /5 TOP d M/� ¢ OWNER: MICHAEL ROTH U- AND BOTTOM m F ARCHITECT: SERGIO GARCIA CD R�tR A�A�� ,R, I ! .. SCALE: 1 /413 J PER7METFR �• r.„mffmmmmm®mmmmemmmmmmmi ! Q DAYLIC IT OR M ,;, : a �- ----- -,_ ......�.... ....�... ..». MAY 10, 1996 96029 R 7, 1997 (� �A CD CD Bby.m B PRIMARY UNIT F OOR P AN B r 43'-0" 43'-0" 0'-51/2" 10'-101/2" 0'-51/2* 6'-0" 0'-51/2" 6'-6" 0'-51/2" 6'-0" 0'-51/2" 10'-101/2" 0'-51/2" 0'-51/2" 10'-101/2" 0'-51/2" 6'-0" 0'-51/2" 6'-6" 0'-51/2" 6'-0" 0'-51/2" 10'-101/2" 0'-51/2" 00 00 so es 00 so 0'-5 1/2" 0'-5 1/2" ' 0'-5 1/2" 0'-5 1/2" 4'-5 1/2" 0 0'-81/2" 0'-81/2" �a0 0'-5 1/2- 0'-5 1/2' — 1'-4' 5'-7" 3'^O" 4'-0` 0'-51/2" a M 1'— X N O O X 2 X 0 24" N 5'-0" ' N 16'-10" 2 X 0 24" 16'-10' NN F 4 0'-51/2" x N I N 5'-5' >l< Li 0'-5 1/2- 0'-5 1/2- 33'-11 1/2- i 2'-0" 3'-0" :-11" 2- 1 3/4 1 1 4 M L 0'-5 1/2" - ' 0'-5 1/2" G SO MGR � 'f- i I x N i e a iCJ SIMPSON LUS410 rn X A6'-9 1/2` X A ' o M '' 13 s CONTINUOUS SHIM TOP R TOP OF C L.'S r� 1 in N BOTTOM OF G L AT INTERIOR SPAN 00 & JOISTS FLUSH x 13'-9 1/2* 13'-9 1/2- (� in O ,.I, �O I 3'-0" x Q � N O=C) x x� 0 .Ol to N Z •}� N 7 ^0.cqq) a P �'. ui 771 W " i 25'-1 ,�� 4�'O O 0 �� 4. p 6 GRIPPL 6 X I I a 0 0'-5 1/2" 0'-5 1/2` N 3- 175" X 11,875" ML. • " '�-� W 1 X 0 X 19 F TO FLUSH - 0'-5 1/2" x • IN ' X AT 6" STUD ALL N SIMPSON SIMPSON 2'-0• '-- 3'-0" cv LUS210-2 LUS210-2 ' 2X8 ® 16" ' STUDS THIS WALL ONLY 2 X 12 SUBFASCIA X 8 T. 2 X 12 UBFASCIA X 8 FT. 0'-5 1/2" 4'-0" 4- 1/2' 1/2'es 0 = 0'-51/2" 0'-51/2" 0'-51/2" 17'-0" 5 1/2" 7'-3 1/2" 2 X 12 LRDGER `0 , W/8 - 16d AT 12' x 25'-10" TO 2 X 6 STUDS AT 12" N x n I N r- N M X6�0 B 2 R 6 3/4 X 24 G.L. (DROPPED) H 0'r �0 y,ti XXI 2X12 ® 24" a N +1) PS VALLEY BEAM N Js N 3 P 2 X 12 ® 16" 2 X 12 ® 24" RIpG 'o' 24., 2- 2X12 2- 2X12 i io, _ » 0'-5 1/2' I 6Q ?+ ® VALLEY I STRUCTURAL REVIEW OF r0 y N 54SLAGS'M LAGS 6• i FRAMING AND FOUNDATION /P � F'P 1/4 THICK STEEL PLATE N �4t tD[l1•d BEAM 5-6" ,�`y I..^�� NSTE Z I' 5/B" x 4• LAGS VALLEY EACH MEMBER rn RIDGE & VALLEY TO BEAM CD _4 Lo NOTES TYP. EXCEPT AS NOTED Lo ROOF FRAMING �y 10190 1 . 5/8" CDX PLYWOOD (40/20 PANEL SPAN RATING) ROOF DECKING Lo B 2. 2X6 AT 16" EXT WALLS B • a 3. 3-2X12 EXT HEADERS WITH 2 LAYERS 1 /2" PLYWOOD PRIMARY SECONDARY HOME ra 4. M.L. INDICATES MICRO-LAM 2399 CHAMONIX LANE 5. G.L. INDICATES GLU-LAM VAIL DAS SCHONE FILING NO. 1 z LOWER ROOF AND MASTER FLOOR FRAMING LOT 17, BLOCK A TOWN OF VAFL, COLORADO OWNER: MICHAEL ROTH ARCHITECT: SERGIO GARCIA CD cr SCALE: 1 /4!' = 1 ' MAY 10, 1996 RDA 9 (�2 ,F J H Q CD m Ij B S CONDARY UNI F 00 AN r 43'-0' GENERAL STRUCTURAL NO—ES 0'-5 1/2" 10'-10 1/2" 0'-5 1/2" 6'-0' 0'-5 1/2" 6'-6- 0'-5 1/2" 6'-0" 0'-5 1/2" 10'-10 1/2' 0'-5 1/2" WELDED WIRE FABRIC PER ASTM A185 LAP ONE FULL MESH AND WIRE ?i •0 �._ TYPICAL, EXCEPT AS NOTED SECURELY CUT ALTERNATE WIRES AT SLAB CONTROL JOINTS 4� ROTH RESIDENCE, LOT 17, BLOCK A, VAIL DAS SCHONE NO 1, VAIL , WOOD FRAMING COLORADO RDA 98029 APR 18,19% MINIMUM FRAMING AND NAILING PER CURRENT UNIFORM BUILDING CODE 0'-5 1/2- COLUMNS TO BE CENTERED UNDER BEAMS 0'-5 1/2• DESIGN LIVE LOADS - MAXIMUM MOISTURE CONTENT FOR FRAMING LUMBER 191% METAL HANGERS SHALL HAVE ONE NAIL IN EVERY NAIL HOLE 1'-6" ROOF(SNOW) 80 PSF 2 X 4 STUDS FOR NON-BEARING INTERIOR PARTITIONS HEM-FIR OR WHITE ADDITIONAL SAVE LOAD(ICE) 100 PLF WOOD STUD GRADE 3-2 X 12 0'-5 1/2' WIND V(30)-80 MPH,EXPOSURE C 2 X 4 STUDS FOR BEARING WALLS AND/OR EXTERIOR WALLS 0'-5 1/2' SEISMIC ZONE 1 TO 8'-0"LENGTH HEM-FIR STUD GRADE 4'-0" 0'-8 1/2" FLOOR 40 PSF OVER 8'-0"LENGTH HEM-FIR CONSTRUCTION GRADE 0'-5 1/2` DECK 140 PSF OVER 6'WIDE AND LARGER DOUG-FIR NO i (Fb-1350 PSI, E-1 600,000 PSI) 0'-5 1/2" GENERAL SECTIONS AND COLUMNS DOUG-FIR NO 1 (Fb-1200 PSI, E-1,600,000 PSI) DETAILS SHOWN OR, NO ED APPLY TO SIMILAR 2 X 6 STUDS CONDITIONS ELSEWHERE NOT SPECIFICALLY SHOWN OR NOTED TO 8'-0"LENGTH HEM-FIR STUD GRADE IF THE STRUCTURAL ENGINEER, AS A CLAIMAN'OR A DEFENDING PARTY, OVER 8'-0"LENGTH HEM-FIR NO 2 IS AT ANY TIME A PARTY TO LITIGATION INVOLVING ANY CLAIM RELATED JOISTS,BEAMS,RAFTERS 2'TO 4'THICK,5'AND WIDER SIMPSON TO THE WORK DESCRIBED ON THESE DRAWING, AND SHOULD CLAIMANT HEM-FIR NO 2 (Fb=850 PSI, E=1,300,000 PSI) U 10-2 NOT PREVAIL SUBSTANTIALLY AGAINST DEFENDING PARTY IN SUCH PREFABRICATED "I- SERIES JOISTS SHALL BE AS MANUFACTURED BY LITIGATION, ALL LITIGATION EXPENSES, WITNESS FEES, COURT COSTS THUS JOIST CORPORATION DO NOT BIRDSMOUTH OR OTHERWISE NOTCH AND ATTORNEYS FEES INCURRED BY THE DEFENDING PARTY IN THE FLANGE MATERIAL WEB PENETRATIONS PER THUS JOIST DEFENDING AGAINST SUCH CLAIM,SHALL BE PAID BY THE CLAIMANT RECOMMENDATIONS INSTALLATION PER"RESIDENTIAL TJI INSTALLATION THESE PLANS HAVE BEEN ENGINEERED FOR CONSTRUCTION AT ONE GUIDE-, A COPY OF WHICH SHALL BE MADE AVAILABLE TO ALL TRADES BY SPECIFIC BUILDING SITE BUILDER ASSUMESALL RESPONSIBILITY FOR THE GENERAL CONTRACTOR 2-2 X 12 USE OF THESE PLANS AT ANY OTHER BUILDING SITE ML REFERS TO MICRO-LAM BEAMS AS MANUFACTURED BY THUS JOIST FOUNDATIONS CORPORATION (Fb-2600 PSI, E-1,800,000 PSI) - GL REFERS TO GLUED LAMINATED BEAMS DOUG FIR LARCH (Fb-2400 FOUNDATIONS DESIGNED IN ACCORDANCE VITH RECOMMENDATIONS PSI, E= 1,800,000 PSI) SIMPLE SPAN BEAMS COMBINATION SYMBOL 24F- `S 15'-8" CONTAINED IN SOILS INVESTIGATION REPORT BY KOECHLEIN V4, WITH NO CAMBER CONTINUOUS SPAN AND CANTILEVERED BEAMS ENGINEERS COMBINATION SYMBOL 24F-V8,WITH NO CAMBER PROJECT NO 98-055 DATED APR 12, 1996 ALL PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE ENGINEERED 15'-8- \ �' SAID REPORT IS HEREBY MADE A PART OF 'HESE DOCUMENTS AND, GRADES WITH APA GRADE STAMP INDICATING APPROPRIATE MAXIMUM / IN EXCEPT WHERE OTHERWISE SPECIFICALU NOTED HEREIN, ALL SPACING OF SUPPORTS KD In RECOMMENDATIONS AND PRECAUTIONS COWAINEO IN THAT REPORT ALL ROOF RAFTERS, ROOF TRUSSES AND ROOF BEAMS SHALL BE x x SHALL BE ADHERED TO BY THE CONTRACTOR ANCHORED TO SUPPORTS WITH 18 GA FRAMING ANCHORS , FOOTINGS SHALL BE PLACED UPON UNDISTUREED NATURAL SOIL ALL EXTERIOR STUD WALLS SHALL BE BRACED WITH ONE SHEET OF 1r2' ^ DESIGN MAXIMUM DESIGN SOIL PRESSURE 3IV UIV PLYWOOD AT CORNERS AND NOT MORE THAN 25 FEET ON CENTER DESIGN LATERAL SOIL PRESSURE(EOUIV FLU([ PRESSURE) 50 PCF DOUBLE JOISTS UNDER PARTITIONS WHERE JOISTS ARE PARALLEL TO INCHES BELOW BOTTOM RAOF BASEMENT SLM V EXTEND(PERIMETER PROVIDE CONTINUOUS WALL STUDS AT EACH SIDE OF WALL OPENINGS N In DRAIN TO DAYLIGHT OR TO SUMP THE NUMBER OF CONTINUOUS STUDS AT EACH SIDE OF ANY OPENING f__ SLOPE PERIMETER GRADE AWAY FROM BUILDNG A MINIMUM DROP OF SHALL EQUAL ONE-HALF OF THE STUDS INTERRUPTED BY THE OPENING 00 ONE FOOT IN THE FIRST TEN FEET TERMINATE IN DRAINAGE SWALE ALL WALL STUDS SHALL BE CONTINUOUS FROM FLOOR TO FLOOR OR GRADED MINIMUM 2% TO CARRY RUNOFF WATER WELL AWAY FROM FROM FLOOR TO ROOF (UNLESS SPECIFICALLY SHOWN OR NOTED, DO r BUILDING NOT INSTALL INTERMEDIATE PLATE IN ANY STUD WALL) t- CONCRETE MUST BE PLACED CONTINUOUSL' WITHOUT HORIZONTAL COLD JOINT CROSS BRIDGE ALL FLOOR JOISTS AT MIDSPAN AND/OR AT 8 FOOT MAX IF COLD JOINT IS NECESSARY APPROPRIATE VERTICAL O C AND PROVIDE SOLID BLOCKING OR RIM REINFORCEMENT MUST BE PROVIDED SUPPORTS AND JOIST ENDS 'JOISTS AT ALL JOIST 33'_11 1/2" CONTRACTOR SHALL BE RESPONSIBLE FOR ACEQUATELY BRACING TOP PROVIDE SOLID BUILT-UP POSTS UNDER ALL BEAM AND COLUMN + OF BASEMENT WALLS PRIOR TO BACKFiLLING MALLS BEARING AREAS EXTEND BUILT-UP POSTS TO FOUNDATION AND BLOCK l� FULL HEIGHT BASEMENT WALLS MUST BE ANCHORED SECURELY AT TOP SOLID THROUGH FLOOR JOISTS ^� TO FLOOR FRAMING ANCHOR SILL PLATE TO BASEMENT WALL WITH 1/2' WOOD BEAMS CONSTRUCTED WITH MULTIPLE 2X'S TO HAVE SPLICES X 10'A B AT 24'0 C ANCHOR FLOOR FRAMINGTO PLATE WITH SIMPSON ONLY AT SUPPORTS 3-2 X 12 0'-5 1/2" A35 4" EACH JOIST AT BEARING WALLS AND AT aOLID BLOCKING SPACED WOOD AND/OR STEEL BEAMS TO BEAR 4'MINIMUM ONTO SUPPORTS 0'-5 1/2 " AT 24'AT NON-BEARING WALLS INSTALL FLOOR & ROOF PLYWOOD WITH GRAIN PERPENDICULAR TO CONCRETE AND REINFORCEMENT SUPPORTS CONCRETE SHALL CONFORM TO APPLICABLE PROVISIONS OF ACI 301 STRUCTURAL STEEL (LSATEST REVISION) MINIMUM 28 DAY COMPRESSIVE STRENGTH 3000 STRUCTURAL STEEL ASTM A36 COLUMNS TO BE CENTERED UNDER BEAMS ■ TYPE II CEMENT IN CONCRETE EXPOSED TO SOIL, ALL OTHER TYPE I BOLTS ASTM A325 DEFORMED REINFORCEMENT ASTM A615 GRAD: 40 WELD MATERIAL E70 XX ELECTRODES 1 REINFORCEMENT SHALL BE FABRICATED AND PLACED PER ACI MANUAL ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED PER AISC OF STANDARD PRACTICE(ACI-315) MANUAL OF STEEL CONSTRUCTION,LATEST EDITION A 2-2X12 A SPLICES, DOWEL PROJECTION OR EMBEDMcNT SHALL BE 32 BAR STANDARD FRAMED BEAM CONNECTIONS SHALL BE SELECTED BY p DIAMETERS BUT NOT LESS THAN 18 INCHES DETAILER FOR ONE-HALF OF THE TOTAL ALLOWABLE UNIFORM LOAD GIVEN R� j PROVIDE CORNER BARS OR CONTINUOUS REINFORCEMENT AT CORNERS IN THE AISC MANUAL OF STEEL CONSTRUCTION (LATEST EDITION) FOR a AND INTERSECTIONS EACH GIVEN MEMBER AND SPAN N TYPICAL FOUNDATION REINFORCEMENT' 2,N5 TOP&BOTTOM 53'-10 1/ ' 10'-1 1/2" N 2X10 AT 16' PLACE TOP REINFORCEMENT NOT MORE THAN4 INCHES FROM TOP OF TRIM TO 2X8"11•_9 1/2 N N WALL OR GRADE BEAM AND PLACE BOTTOM RE14FORCEMENT NOT MORE x FOR EXTERIOR DECK THAT 4 INCHES FROM BOTTOM OF CONCRETE - n o 13'-9 1/2' PROVIDE 245 AROUND ALL OPENINGS WITH BAPS EXTENDING 24 INCHES BEYOND OPENING I 0'-5 1/2' =EXTEN ALL BEOW 2-2X10 OF COICRETE .�. ROOM FLOOR FRAMING N 3'-0' x N I 2'-0" � 2'-0 0'-5 1/2" 3-2X12 L_ 1'-0" Y 0'-5 1/2" 1'-21/2" w N SIMPSON ° N A LUS210- 0'-5 1/2' 2-2X6 REDWOOD POSTS FLAT TO WALL is x lz �«. . EXTEND TO FOOTING X 10 a2 2 PROM E 14" TJI SOLID BLOCKNG N o 3 JOI T SPACES, SPACE AT b", FULL ENGTH WALL, NAIL DEC[ TO BLPCKING W 16d AT 3" 10'-1 1/2 W-A I iV �y a 1 t Q } N LL 1 2 X 10 Of F , 2 X 4 CROSS BRACING M 19'-5 1/4- 19'-10 3/4" TOP OF TJI'S TO BOTTOM F OF 2 X 10'S HORIZ. 19'-10 1/2" 23'-10 1/ 1 2 X 4 BLOCKING AT TOP OF 2 X 10'S `* 4'-3 1/2' 5'-11" 2'-0' 1'-4 1/2' R-1, GARAGE 3 STEP TOP WALL, PROVIDE BEAM 2-2X 10 POCKET FOR HEADER 6X6 POST 0'-S 1/2" , 6 3/4 X 22 1/2 L. 3- 2X10 ON 12* DIN X38" PIER W/ 3-#51 X 46',8 DOWEL 8" 0'-5 1/2" INTO PAD 8" X 24" SO W/ 1'-0' I EACH WAY, BOTTOM TOP CONCRETE WALL TOP CONCRETE WALL 0 UP TO FLOOR FRAM( x UP TO FLOOR FRAMING ° 5'- 6- SUbMiUL MVIEW r" x ' N Z p B N rl fewal 1 J4T1 7'-5 1/8- 1 .. .w. x �.. 2- 2xloxsFT N �,� �. �AV'S 1 GD HU810N c" al fo rn 1 5'=6" 20'-4 3/4" F °11 1 " 18'-0" 11_0" i w , 1'-3 1/4" 7'-0" 7'-11" A� *��r►o 0'-5 1/2" � Nip tq�M 1'-0 i'-2 1/4" 3 0'-5 1/2 43'-0' �+ 23'-7" NOTES TYP. EXCEPT AS NOTED »_> .............»_ »_.. �... .... ....a Lo 1 , 3/4" T & G FLOOR DECKING j GARAGE LEVEL 2, 2X6 AT 16" EXT WALLS PRIMARY SECONDARY HOME ro 3. 3-2X12 EXT HEADERS WITH 2 LAYERS 1/2" PLYWOOD VALgDASASCHONE FILING N0. 1 4. M.L. INDICATES MICRO-LAM LOWER E L O O R E R A � I N G & E O U N D A TI O N P L AN LOT 17, BLOCK A z 5. G.L. INDICATES GLU-LAM TOWN OF VAfL, COLORADO c OWNER: MICHAEL ROTH ARCHITECT: SERGIO GARCIA CD Er SCALE: 1 /4" = 1 ' MAY 10, 1996 RDA 9602 9 C o "