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HomeMy WebLinkAboutWest Day Subdivision Lot 3 Building 3 (9) 64 u GENERAL NOTES IMPROVEMENT LOCATION CERTIFICATE q,2 1 . THE SOLE PURPOSE OF THIS IMPROVEMENT LOCATION CERTIFICATE SI TO SHOW THE CONSTRUCTION I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED i 0 tg' PROGRESS OF BUILDING 2. OTHER IMPROVEMENTS EXIST ON THIS LOT AT TIME OF SURVEY. FOR RA NELSON THAT IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND THAT IT IS 2. BUILDING TIES ARE INDICATED IN PARENTHESIS. NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDING OR OTHER FUTURE IMPROVEMENT LINES. \•6 3. APPROXIMATELY 1 -2' OF SNOW ON LOT ON DATE OF ILC, OTHER FEATURES MAY EXIST WHICH WERE NOT 37 •�' g.iw N { VISIBLE NOR SHOWN HEREON. I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE, 01 /20/06, EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE 4. TERMS, CONDITIONS AND PROVISIONS OF AGREEMENT PERMITTING ENCROACHMENT RECORDED JULY 201 BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS 2005 AT RECEPTION NO. 923304. UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, 2'0 EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY 0 5. PEAK LAND SURVEYING, INC. DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT PROPERTY TO EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS-OF- WAY OF RECORD. RECORD DOCUMENTS UTILIZED IN y THIS IMPROVEMENT LOCATION CERTIFICATE WERE PROVIDED BY LAND TITLE GUARANTEE COMPANY, ORDER - N No. VC50006780. 1 - 2, DATED DECEMBER 27, 2005 AT 5: 00 P.M,. > BUILDING 2 N 6. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY O� •° 6s' DATE: ----- : ." .. ; ----------------------- 09. �y , cp1 �,�,••1 ENT BIGGS h p7' 2 STORY WOOD DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, ADO P.L.S. NO. 27598 5 1 FRAME STRUCTURE MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS BASEMENT LEVEL F.F. = 8108. 2 FROM E DATE OF CERTIFICATION SHOWN HEREON. . A ; 27 913 (UNDER CONSTRUCTION) '. It �rJj'• LP..». .• �QJ ONAC A S 8152 8 l _ f Y oD r 0 1= 1 .52' 58.01' rn. L7 i .fi7 o 1 Jm m A p DRAINAGE EASEMENT A 60 908760) 0' SO (RECEPTION NO- L5 r N LI,� W ' - - a cO" 37 .845 8 ' n LOT 1 - - - im N .� ' ? sa• 9 0 8. 14' ? pNj GRAPHIC SCALE 1$ A w ANTLERS CONDOMINIUMS 6J I N (BOOK 226, PAGE 820) m S to o s to zo , 9. �g" E ) I = m N642 I o Z BUILDING 2 DETAIL 1 inch FEE10 ft. � Q 10 r BUILDING 1 N v 11 A 39 `� BUILDING 2 �l`D \ ryq•P�c� \ (SEE DETAIL) \ j---- (122.4') F6 ogcl L10 F to -vF�2� 135 .64 LOT 2 58 °�� �� oyF�g2o (4.9') - a � 2 1 4 � � 56. 44 , 4g t I N 09 °I I t EN ARE P�10 ✓ LOT 3 1- `�N / � �j 2.451 ACRES I / 5 � 19' 56 �P1 6'S TRACT B / (NAIL/LIONSHEAD, THIRD FILING) /g r / tA� � Z \ / \yN / t^ / VIII Ll 1 / / r \ 91 / C0 RECREATION PATH EASEMENT / 5139 ow \ OZ \ (RECEPTION No. 908759) ^" 4 O � o too C� T , � � •,� � / , 980 00, \ ° \ , 56" E 2 4'12 O CP Ar E13 MWN OF MAIL O, N31 '40' 14" W - 1 . 44' 34 LINE TABLE DESIGN REVIEW LINE LENGTH BEARING STAFF APPROVAL $9 .72 E1 49 . 77' N07'07'48" W .2g' 1 �° W LINE TABLE E2 5 . 66' N32442 ' 1YW pgTE: Ql ` Q� u 5 BEARING E3 3. 24' 557'17'47" W s�AFF ��C/ GR PHIC SCALE CQ 77 LINE LENGTH C Li 6 . 35' N20'17 ' 11 " W E4 15 . 59 ' N32442 ' 1YW Co 30 0 15 30 60 w L2 4. 79 ' N20'17 ' 11 " W E5 5 . 00' N57'1 7'47 "E U. N \ N31 '4014" W - 1 . 4.4' L3 59. 18 ' N69642'49 " E E6 62 . 26 ' N32'42' 13" W F L4 4. 79 ' N20'17 ' 11 " W E7 10 . 38' S69140' 21 "W D IN FEET ) L5 59. 29 ' N82049' 24" E E8 70 . 82' 531027' 38 "E ( , .2g' 10" w L6 18. 52 ' N39'1O' 12"E E9 27 . 00' S0761 1 '35"E 1 inch = 30 ft. 57 72' L7 4. 88' NO2'44' 06 " W E10 28 . 87' S32.42' 1 YE 89 ' L8 65. 38' N68'30'09 " E E11 33 . 72' N66454' 19 "E N FOUND CHISELED "+" L9 20. 54' S21 '30' 33" E E12 129 . 43' S18'27' 07"E IN CONCRETE MONUMENT LEGEND IMPROVEMENT LOCATION CERTIFICATE REPLACED WITH BRASS TAG L10 30. 00' S83'59'19 "W E13 10. 01 ' s74.12 'ssit GORE CREEK RESIDENCES , BUILDING 2 , L.S. No. 27598 L11 3. 15' S15'46 '41 "E E14 129 . 43' N18'26 '49" W Q PP`s. Q FOUND No. 5 REBAR WITH ALUMINUM CAP, L. S. No. 33655 T Y, LOT 3 , WEST DAY SUBDIVISION FOUND No. 5 REBAR WITH ALUMINUM CAP, L. S. No. 27598 CURVE TABLE TOWN OF NAIL g p FOUND MAGNETIC NAIL WITH WASHER IN CONCRETE, L.S. No. 27598 CURVE DELTA RADIUS LENGTH TANGENT CHORD CHORD BEARING EAGLE COUNTY , COLORADO v PEAK LAND CONSULTANTS, INC. EC1 25.1" 177. 25' 79 . 59 ' 40. 48' 78 . 92' S74'12 '56" W m PEAK LAND SURVEYING, INC. DRAWN : JVK III REVIEWED : BB SHEET 1146 . 1 m 970-476-8644 FAX 970-476-8616 11114 1000 LION'S RIDGE LOOP VAIL, CO 81557 g DATE: 1 /1 1 06 PLC JOB#; JVK III IIIId I I\I I I I I I k T t { .. It �)Aa ESrj' rte . • �� ! - ' "�- t !/ r' 'Irf / . fP d♦ r r - tl . IT: ., �y: r/� dpl a ,` .f. •: � �A , �.�• ` ; r G i / oil I i f ! ,I, / • �,; ! �sM� \, :Mgr , I , e , 9" , i � � i � , ' S si !.�. Ifj s�l J</.' �rr� �ri � i� 1 . `+�.` r� F /✓,/! 7177 7 plis ' IT / y� r t i�, AT ,rryrIr: � f. 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Ilk I re trosTo ��� �j s/{fl, /9� ! ,r rJ�'r r � '.�'/'" it �"^°� _.._ ,,p, . � �'►'. f 1 ® 2004 42140 ARCHITECTURE, INC. 1 2 3 4 5 ' 12'-11° ' 13'-b• ' 13'-b" ' 12'-11 " ' �Oe:o3J' REG SHEAR WALL SCHEDULE WALL FRAMING SHEATHING AND OL MKO40 REQUIREMENT BLOGKIN6JRIM SILL PLATE FLOOR TO FLOOR FOUNDATION ANCHOR • < • _ TYPE REGYIREMENTS FASTENER PATTERN AND ATTACHMENT TO BOARD ATTACHMENT ATTACHMENT HOLD-DOWNS HOLD-DOWNS BOLTS I :� 156 i f / NND. ON FLAN) ROOF OR FLOOR TO WALL PLATES TO FLOOR I I I I 13 SHEATHG SHEATHINS I N 0m .mow ` ,07 (2)-LAYER5 5/W GYPSUM BOAR V2' m X b° I I I I I I I <. s. i�^�2X6 STUD' AT 2 �1 E \1 U 1'-40 WITH ONE SIDE OF WALL OR I-JOIST WITH Wd AT EACH BLOCK NAILS AT b" -WA- -WA- EXPANSION O 2X SILL PLATE METH 6d COOLER NAILS AT 3" ANCHOR NAILS AT 9° AT AT W-0' 250 BASE PLY AND bd COOLER NAILS AT T" AT FACE PLY (^ 1 V4" RIM BOARD OR 1'T7 2X6 STUDS AT IW52" PLYWOOD I-JOIST WITH (2)-ROYS LOCI TOE HAILS (2)-ROWS 16d V2' O X 100 O1'-40 WITH WITH IOd NAILS AT Lod NAILS AT 4" AT 20 OR SIMPSON NAILS AT 40 RE: PLAN RE, PLAN ANCHOR BOLT I I (2)-2X6 TRIM 5TU * r ' 2X SILL PLATE 40 AT PANEL EDGES OFFSET ROHS V2" A35 CLIP AT 10-4' AT 11-6" I ' � (3)-5 1/2' L.V.L. I ' v 460 MINIMUM - KING STUDS FEE ¢ I COLUMN ¢. COLUMN I I I COLUMN COLUMN SIMP50N M5760 SIMPSON H06A 1 3 -i'-a I/2" I (2)- C5XA� I (37-12" L.V.L. T•-a 1/2' 1 3/ O 3X6 STUDS AT 15!32" PLYWOOD 13/4' L.VL. WITH 51MP5a4 A35 CLIP (2) ROWS Ibd STRAP EACH END EACH END OF 3/4'm X 10' G0LU1 AN Ip ® w Ina O 1'-4" WITH WITH LOCI NAILS AT (2)-ROWS IOd NAILS AT 8" WITH 8d NAILS AT 3" OF WALL U.N.O. WALL UNO. ON ANCHOR BOLT 3X6 SILL 20 AT PANEL EDGES AT 3" OFFSET ROWS X 1 1/20 NAILS ON PLAN PLAN AT I'-b' ' I I I JY `� 2 (C� A PLATE I/2' MINIMUM IO I I 1¢INIS STUDS STUDS I 1.\�• I �.L I Up IOX4XI121 T5 4X4XV4 r^ 0 TIO - I I I )-5 1/2" L.V.L. I + v I �' I TS ' OW4 SIMP50N LTP4 SIMPSON MDT60 51MP50M HD6A (J1 'C, ONL. FRAME COLUMN UP 3X6 STUDS AT 15/32' PLYWOOD (27-1 3/4• L.V.L. WITH AT b" WITH Ibd (2)-ROWS 160 STRAP EACH END EACH END OF 374'0 X i0" I I I BEAM I (3)-2X6 DOWN ENO OD 1 -40 WITH EACH FACE WITH (4)-ROWS IOd NAILS NAILS NAILS AT 3' OF WALL UNA. WALL UN.0. ON ANCHOR BOLT I C3)-12" L.V.L. (3)-2X10 — _ _ — _ _ _ — _ — _ _ — _ — _ — _ — _ D 3 W � 3Xb SILL 10d NAILS AT 2" AT 30 OFFSET ROWS (ORIENT PLATE ON PLAN PLAN AT 9' 1340 PLATE AT PANEL EDGES 1/20 MINIMUM VERTICALLY) _ I I i — _ - <10' 1/4"> ,o NOTES, I T5 I O I. ALL PLYWOOD PANEL EDGES BACKED WITH FRAMING MATCHING REQUIRED STUD THICKNESS. I FRAME UP ' Y\ry I I FRAME X2 T.S. , V,► 2. ALL PLYWOOD PANELS SHALL BE APA RATED EXPOSURE I SHEATHING. I BEAM ONL � � 3. RE, 5/51.01 FOR TYPICAL HOLD-DOWN OSTAIIATION DETAIL. I ' ' 1 1 14X4XI/2 ' aii w � tv 4. EXTENT OF SHEAR WALL DENOTED BY — • — • — . — • — D - - - - - - - - - - - - - - - - - - - "' I I FN I O 5. IN LIEU 3X FRAMNG, DOUBLE 2X STUDS GLUED AND NAILED METH (2)-ROWS 16d NAILS AT — _ — 110' I/4"> ' W r a' MAY BE USED AS A CONTRACTORS ALTERNATE. UP I ONLY I I o I I 1 b. ALL WALL TOP PLATES SHALL HAVE A MfNN•AI4 SPLICE LENGTH OF 4'-O' WITH (W-115d NAILS IN (2)-ROWS. W T S I I MLY Qp 1 1 J I ONLY 14X4XV2 II iy'f\0 I T.S. FRAME _^ I - i ONLY 11 I ONLY J z F XX4MXI/2 COLUMN I l m OPEN O 12" LPI4w Q W COLUMN I I , I I I I I AT 1 '-4" Ilp 1 UP I I I 13 XI I J ONLY I I I UP PPEN 22X BEARING N 2 I I � - I \O O ONLY LEVEL FLOOR _ it" LPI/32 O 1 I I I A RE: ARCH I I I + Q AT P-4" I ' FOR LANDI ELEVATION UP 1 1 (� I I X 13 SIMPSON O WOOD FRAMING NOTES: ru ONLY MSTT2 p HALL TO I A GOLUMN� - - - - - — - — - — - — - — - - i I . ALL WOOD FRAMING JOISTS SHALL EIE LPI/32 TYPE 701575 A5 `� 1 I LEVEL FLOOR ONLY V• 51MPSON C .3 rr c u+re I MANUFACTURED BY LOUISIANA PACIFIC CORPORATION. ALTERNATES -fi0 I 1�I I RE: ARCH O ' 12' L.V.L. ' 1.1f`N6EF; I VAM RESORTS SHALL HAVE EQUAL OR GREATER CAPACITY AND BHA" BE m I I FOR LANDING h (SKEWED) 2)-SIMPSON REVIEWED BY THE ENGINEER OF RECORD. SIMP50NI I UP I ELEVATION I (3)-2X10 J EACH END MST12 2. "L.V.L." INDICATES LAMINATED VENEER LUMBER BEAMS, AS MANUFACTURED BY I O M5n2 4 aXa I y p,Ix (2) I DEVELOPA TMTE�NT LOUISIANA PACIFIC, CORPORATION. ALTERNATES SHALL HAVE THE SAME OR GOLUM ZXa -1 -_ i, ANGLE C'OMPl]iV i GREATER CAPACITY AS LISTED IN THE STRUCTURAL GENERAL C — _ — _ _ _ _ _ GONNEGTIO UP— AT I•_4• N - b+ I AVON, COIAR.ADO NOTES. SIMPSON HANGER I ONLY I N 4 -: N10*22 O Q 3, Q INDICATES COLUMN DOWN ONLY- MULTIPLE 2X FRAMING NOTED J ! 12" L. L. I L E) I MCHffWrOFRB OBD ON PLANS. M5T72MP50N � III I EACH E J I I (3)-2X10 I STAIR ^ Jo Up 11 4. N INDICATES COLUMN UP AND DOWN UNLESS 17 BE ON ( A150 (2) 1 I � - � � J 4)-2X6 ONLY /� CONCRETE WALL OR FOOTING BELOW, OR IT 15 LABELED UP ONLY. I GONMEGTI 4 \ J - J I OLUMN 12" LPI/32 J I J 5. < > INDICATES TOP OF BEAM ELEVATION OR PLATE HEIGHT ELEVATION. (� i P 'ryary AT 1'-4' : I A�GE7ECIIINE T WIOX22 b. — INDICATE5 TOP OF STRUCTURAL FLOOR 5HEATHINS Ml - Cdaa4o ! l ELEVATION. I <IO'-I 3/4"> 14 lle 7. HEADERS SHALL BE (3)-2Xa UNLESS NOTED OTHERWISE. ALL ' A UP STAIR I 2 "°�RP`"`'�'� I HEADERS 5HALL BE BUILT OUT TO 5 1/2" (3 1/20) WIDTH BY > ONLY 51MP5pN _ nEitGNAew2lri>� I ADDING PLYWOOD SPACERS AS REQUIRED. J 12' LPI/32 (4)-2 I HANGER (4)-ZXb AT LPI/32 (4) COLUMN 1 HART HOWERTON j b. ALL COLUMNS SHALL BE III UNLESS NOTED OTHERWISE. ' 0 AT LPI/32 ' (4)-2X6 ' N8W7UBK,N8WY031C UP � 14 AT 1 '-4• I COLUMN 54.11 ! 9. WOOD GOLMMN5 SHALL BE CONTINUOUS FROM FLOOR - TI FLOOR OR FLOOR TO ROOF. TRINM IERS SHALL BE ADDED TO . ONLY 2 NOTED COLUMN SIZES AS REQUIRED. I snvcTnaAC1�aE1� ! e�aaoeeNBwEItENCE�IS,alc I 10. ® INDICATES INTERIOR BEARING WALLS. FLOOR JOISTS ( �) I wwx,ar tr.AL ® I BEARING LOCATIONS SHALL LINE UP WITH STUDS BELOW. 1n I GOL ' acr�.>�c17cc�.t�Gmr� N .2 (4)-2X6 I ( evoN caaannoo COLUMN II, ALL EXTERIOR WALLS SHALL BE CONSTRUCTED USING 2X6 STUDS. REFER TO EXTERIOR WALL DETAILS FOR ADDITIONAL T LPV32 COL X6 INFORMATION. EXTERIOR STUDS CAN BE SPACED 2'-0' FOR O i AT I'-4" COLUMN j cJtvu.lc WALLS SHORTER THAN 10'-0". STUDS SHALL BE SPACED I '-4" 12" LPI/32 1� I euaNS�lcwE�EJCwc FOR WALL SHORTER THAN 14'-0' AND TALLER THAN 10'-0°. I J� . I COL X6 Y� ' AT I'-4` I W J I I COLUMN I 12. ALL BEAM/BEAM AND BEAM/COL.UMN CONNECTION5 SHALL BE UP MADE WITH 51MP50N STEEL PLATE CONN5CT0R5 UNLESS NOTED (5)-2X6 i TOP I PRO ECCNUbBER 6285 OTHERWISE. COLUMN ONLY ipYV�D I ( ' 13. RE, ARCHITECTURAL DRAWINGS FOR LOCATION AND SIZE OF ' 1 I J L I I 15517E REVISION DATE I ROUGH OPENINGS IN WOOD STUD WALLS. (4)-2X6 I _ _ — _ — _ — _ — _ _ _ — _ P 14. RE: ARCHITECTURAL pRAWIN65 FOR HANDRAIL AND STAIR J COLUMN I Y— I ��•I• � 07.01.05 FRAMING DETAILS. 10'_4, I I J j J 1V ! ® A.S.I. 08A 09.1605 j 15. ALL EXTERIOR WALLS SHALL HAVE CONTINUOUS 5TU05 FROM -2X - FLOOR TO FLOOR OR FLOOR TO ROOF (INCLUDING RAKE WALLS). N PLY OF I — • � I B 16. OINDICATES SHEAR WALL PER SCHEDULE. — owy- - - — - — - — - — - — - - ' i N (5)-2X6 2XI2 0; COLUMN Q i COLUMN 120 LPI/32 AT 2'-O" A - - - - - - - - - I - - - - - - - - I AT 1'-40 I (2)-Q 1/2• L.V.L. (4)-2X6 JI I COLUMN ( ! RAKE RAFTER _ I - 120 LPI/32 I UP Up I t^`,11 (RE, PLAN) ^ I AT I'-4" I ONLY ONLY EXTE IOR ONLY I 12 /,41 \/'t� WALL BOVE I (4)-2X4 I I I RE, I I ARCH )-12" L.V.L. � 2°m X 1 V2' THREADED (4)-2X6 51MP50N I CONTINUOUS I 1 !YTUDS WELDED TO TOP I J I P COLUMN L55U I 51MP50N MST4b 2X t9LOGKING = TS AT b" AND TO SIDE I UP Ir 1ONLY I I I I QF T5 AT I'-0•; GLUE STRAP CENTERED ON — 1/4" X 5' X 1'-00 GAP AND BASE ONLY I V'bP PLATE TO TS LVL BEAM PLATES WITH (2)- 3/404P THRU- (4)-2X4 -. HAL.9ER10 ONLY AT12•-0° 2'-O' g I I BOLTS TO TOP PLATES I COLUMN _ —_4444— —_ _ Im- II (3)-I .V.L. 03)-4 1/2 0 L.v cx INUOUS UNIT 14 ' I ! L. I °' i A i J 2X12 i N I I I ------ ------ - -- - —(2)- 05X9 WITH I/2"4� 2 AT 2' > AT 2' GR ' LRO F I I THRU-BOLT'S AT 28-0' FOR A (4)-2X4 I - I WOOD WEB PACK " ;t I COLUMN (4)-2X4 1 _ i ' ' COLUMN I -- -- - ---- - 2X12 -0 1 I' " RE, ARCH. I LOW (3)- 1/2" L. I I i' -------BUIUDI --------------.._., TYP. 1 V2 1 V20 I ROOF 1 1 ( UPPBALtiVffi, 3/Ib° 2X4 EACH SIDE OF I UNIT 13 I I L BLOCKING WITH t r O� TIGHT FIT I f s I (4)_2X4 I COLUMN (4) 2X4 i I BR 14 I- 101ST BLOCKING W40 = 1'-00 12 _11• COLUMN 13'-8• C MN 13'-8• 12'-II• ' L INLINE WITH TS M ADD .JOIST AT SIMILAR 2' AT 24" 51022 I I I I I h s E C 1 T ( �I O I 2 2' AT 24` i SEG�TION A = A I '-0 1 3/4° = " 2 3 4 � 5 � i BUILDING *2 UFFE IR LEVEL I fRA 1 f NCB FLAN. 1/4" = 1 '-0' I ARCHITECTURE, INC. . . . . © . : . . . • NAILS AT 311 • . . - 0 O - 10d TOE - - - - - lod NAILS AT 4" AT 20 OR SIMPSON OFFSET i 1/2's A55 OLIP AT 11-4m PETAIL._ . . . MINIMUM FOR ATIONS, O - . . - - " . � • " 1/20 MINIMUM - - • • • I . - 11 1 ' Ina LUMN 10d NAILS AT 2w AT 3" OFFSET fi (ORIENT PLATE AT PANEL EDSES 1/20 MINIMUM VERTICALLY) 2 12 - . - . - .= - - . . COLUMN+� - • - - . . . / - • Ifs • - DETAIL 11 ' ' • ' • • • I_1 II � 1� ■ ��_� ■ � i , i Ix- . . _ . • - I � i Noll i I ♦ . - I1��� �� 1 • • . . I • I 1 IV 11 N I • 1 , . - . �,, � I _ - • • i I - 1 ► _ HANOER (NOTCH - . - • - r - . - 5 • � 1 • . AT • . _ , I 1 - - . • � 5� �„'r}_,- ` �'��i -ur'et'�sC�ITMJ�I�Iri7I�. PREFABRICATED _ • • . • c i • - • : i . 1 ��1 1�111�■a��.r i _ _ _ _ OWNERMEYELOPER a DEVELOPMENT COMPANY O I ■ AVON, COLORADO I Ute l: - - — � • — • � : �� � J�/ AT 2'-O" k4lTFI . - _ i . . . . . I : . . - . - II � � II 5 FA NEWYOWNEWYORK PREFABRICATEUP O1 I% 1 ■�• 1• —• — �% �• �o . . 7 t I ivy. CLIP h1i ENGINEIM4 INC - - 1 I 1 1 I AVONCOLORAM • 1 1 _ - _ , I a I vo • I I • - . - - HANOER - �.. . rte" t' � • • . • PROJECr NUMBER- U85 • • II i g, ,I - _ - - I • - I I f , © � � ��� � 3�h� Y a4 } �:,� c � �. ZPi x ��� ,'•u�,�^ S�� I ISSUE REVISION DATE • • • I I \ f ` g�'a t r v a x <' A AAA 1 : 07.01.05 1 V � v�S�iF :.��a z. a "+, ', �exi ISA�w`y�� x �� • xx �yy, ,��+�,, . V ' 1 NA 19 . 1 OMNI _ _ • / �"�. .. � � .M'zS`jk�4,q''�C' $aW ll�' I ng �1r ^7N�� `cFi�ya' •I ! u � � � � �A � ) � • � Lry q r } -v . t � I � � 11 � ■ ■ � ■ �ii - _ _� • i =l I_"� • • 4 I ' . • � � .> • ' s ep3N� �� E ' '< ' I III � - • ' ' - R Y HIANOER F— 2XI2 AT 4 • 1 STUB nd ■ ■ ���u11I■d;��l fiIi W1 NA I ROOF FRAMING PLAN � � - �� �= - _ - - . . - - . _ ,, ��• ��� 'iii----� � � _ - y 1 �. i. . , 1 : • 1 1 2 1 1 1 3 A322 4 A321 5 © 2004 42140 ARCHITECTURE, INC. A321 A323 4,_7,/4 g _ 14'-2" BR1 BR7 OPP. PLAN NOTES: CQI���, & SIM. 1 . REFER TO EXTERIOR ELEVATIONS � rt PIE FOR WINDOW TAGS. E. RANDAL n - - 2. DIMENSIONS ARE TO FACE OF JO:1wSGN ` Cl FRAME OL o STUD OR TO CENTERLINE AS CE 74._2.. 9._0,. � 4,_7,/4,. I J `eFA 'c N oL PIER � INDICATED. N - - - - _ _ 3. 2X6 AND 2X4 WALL WIDTHS ARE w J It FRA E COL 4. REFER GRAPHICALLY TO INTERIOR INDICATED DWGSU FOR ALL �✓`ff A _ P;�R 4'-71/4" 9•_ 4 4'-3Y2" 8' 7y" •_g^ FIXTURES, APPLIANCES AND FINISHES. OC RAME COL ' 7" 5. REFER TO SHEET A611 FOR WALL 1 '- 11Y2° 4'-6" 4'-6" TYPES �C PIER I COVERED TERRA E I 6. REFER TO SHEET A711 FOR DOOR rI� n k�_6" FRAME oL i° ® ® SCHEDULE. VJ CONC. SLAB ON GRAD SLOPE ON Ya FT TO SOUTH f —7Y2^ 4'-3Y2 3/4" 13•-OY4" 7" N V 4'-0" 4'-7Y2 ® 4' 6" 6'-63/4" NI '� STONE TE ACE W/ i� SNOWMELT DEPRESS 2 J h 1 ,� a SLAB AS Q'D. , o SLOPE DN. Ya%h A535 Q' A535 >„I RED TERRAI: ro sourH �`k ® ® ® ' K B004A � , SIM Qi ® � Z H O 1 •_O•• REVISED WINDOW I I 1 K W � A535 REVISED oo W RE: DOD SC EDULE ' SIM . � � ♦ Q i OPP. N", ` SHEET A 116 14 K L ' , ` ' 004A ♦ FAMILY ROOM A535 CJ n r- I o , Sim 2 \ I 1 T.O. PLYWD SUBFLRI I w I , BRi A121 W ® 1 �� I 1 � M1 BEDROOM 2 � x k N ^r 1 FLUSH w/LADJ. 535 FAMILY ROOM VENT I 1 �` v z ti FINISH 2'- 13/4.. 2'-63 ^ ® WALL ROU I I M BEDROOM 2 T.O. PLYWD SUBFLR O EL.= - 12-0" !+� ® M1 J A905 41 L I"I NOTE; CORNER FIREPLACE � 4f a D. DRAWINGS R ^N O io I I BUILT—IN ENTERTAINMENT UNIT O A324 �O ® POCKET DOOR (REFER TO I.D. AND BD06B BR14 L 41 'MPEP DRAWINGS S.) FOR VENTING 0" 2,-6^ 40 � ` 8006A M N1 EQUIP. ACCESS 1 '-9" 1 ' 8' 1 '-4" 2•_5" '-6" 5'- 1 " 2'-3Y2" 5'-8Y ' B003A CP _ RE: MECH 2 e gg 1 STORAGE 1 B00 C . 3 R'- 1 eoo3 I� 1 TIL OWNWDEVEIDPER A812 BATH 2 _ _ - [[D IL RESORTS 1 R0R7 EQUIP. ACCESS I M IICP B006A N1 ® , 1 CPT O VELOPMENT RE: MECH �' I B003A I SEE EAST UNIT FOR C 11 I 1 N1 o N DIMENSIONS NOT SHOWN OMPANY 0 6007A NICHE TTYP 1 STORAGE 1 — ON, COLORADO c� BATH 2 eaa3 FROSTED/EFCHED GLASS ® rILE OPP. O R 1 nc,nTECT OrRECOxo ON INT®k R PANE CPT 1 1 1 STN � , RE: I.D. O o N . . N1 1 WD. 1 M1 — nRChxLCeluRe 1 _ 1 B001B UP 19R BEDROOM 1 � �b N1 1 STN . ' EDGE OF ® `N FLOOR - MASTER PLANNER TUB CED I ST 1 r ABOVE ° � — 1 T.O. PLYWD SUBFLR Q1 U I nssLCxecLmr�cr a 1 D. 1 EL. = - 12'-0" N HARTIHOWERTON NEW YORK,NEW YORK BEDROOM 1 EDGE OF T UP 19R BO 1B = N N ® FLOOR — BOOIA B&D/A51 1 ? ABOVE M1 STRUCTURAL ENGINEER N 2'-O" 2'-0" MONROE&NEWELL ENGINEERS,INC STN . STN C AVON, COLORADO U I 01 T.O. PLYWD SUB FLR I LOWER B0 a MECILANICALEL.ECPBICALENGINEER N INC EL.= - 12'-0" M1 MECHANICAL ENTRY CPT M Av N co�DCI 8&D/A511 ® aooL B008B io 3'-2Y2" 1 '-71/2" 3'- 10Y2" _ - T.O. PLYWD UBFLR EQUIP. ACCESS CLVIL ENGINEER N o BOOtA I L RE: MECH o M EL. = - 12'-0 09B v.PLxE�CO ENGINEERING, c STN TILE CPT STN " N TIL CRAWL I B009A 1 CPT MECHANICAL M ACCESS BATH 1 PROJECT NUMBER 20900.00 EQUIP, ACCESS 4 r_ M I LOWER ® ...(N _J ® A325 RE: MECH — ENTRY T.O. PLYWD SUE FACE OF CONC B 1 ISSUE REVISION DATE B009B i EL.= - 12'-0" 08D T08B N N1 N N A r — 1 cO ®®AS I. os o7.01.05 1 NICHEPOTYDP. N ® TILE N CRAWL 1 1 v . v FACE OF CONC �^ N A.S.I. 08A 09.16.05 A325 RE: I.D. BATH 1 IL STN o 1 I ACCESS M A.S.I. 08B 10.07.05 FACE OF CONC ® d e _ _ r C A. 1 tD SHOWER WER REPLACED o N T08B T08D I A511 la. T08C I 1 DIRECT VENT THRU o N tyyVALL & PROVIDE VENT CAP GRID N FACE OF CONC v.-. - 1 . v - - - - v - I (RE: SOUTH EXT. ELEV.) O _ $ A � A901 I 3Yz 4._9.. C — ` TOBC_ A511 I rI HOSE BIB N SINGLE GLASS DOOR I- I STONE ENCLOSURE ® T.O. CONCRETE VENEER. TYP. I — RE: ID DRAWINGS ® IEL. - RE: 1 /A001 7 LINE OF O. STONE CA DOUBLE SINK A PANELS I UILDING I I EARTH A901 BASIN Rl THUL BV. E \ J RE ID ELE TRONICS VEN STONE 'N DRAWINGS I I ® I F.O. FIR iG s Po STO ZAGE CLO 3ET BELOW vy�0tiF+ \ NOTE: PROVID LINE OF DEL ED 'O ELF OXY COAT BUILDING N�OQT7E�� MANTEL ��y�°S x TOPPING OVER F -1 I N�a1�SHOWN FOR FO CONCRETE SLAT L ABV.� (REBID.) ��o� OVER VAPOR BARRIER. PP a" OF EXPOSED STONE SIM ® HEARTH BELOW ONTROL BOX LLRE: MFR. VERIFY DIMS. L I I EQ'D.) ALIGN BTTM. W/ 1 TOP BASE BUILDING ADJ. WD BUILDING 2 A321 A323 A322 A321 BR1 BR1 GARAGE LEVEL PLAN 4'-7Y2" 2'-92.. 5'-6' 0 2 7'- 10" 5. 32, 2'-51/ " 63/4 4'-5Y •' 1 4'—sY2" 62 0" 5'-6" 2'-9Y2^ 4, 71/2,. 12'- 11 13'-$° 13' -8 12- 11 " 2 FIREPLACE PLAN � BRU AWI d 1 2 UNIT B 3 UNIT B 4 5 A121 53'-2" GARAGE LEVEL PLAN NOT USED 1 , ,4" _ , '-D" AFPO, .Awy ttN N 1 1 © 2004 42140 ARCHITECTURE, INC. 1 2 3 A322 4 A321 5 9._0" 14._2.. �� QI CQIOA 410' MEME ME OEM OEM OEM OEM OEM MEN OEM OEM OEM ME I SIMON % �, jl � ' E. RANDAL a ' ON 1 1 TER CE: I ' � Q dvl-tN,c.� A321 A323 N RAND 'M PATTERN SANDST NE 1 ♦ ` nor? OVER 1 SLOPED DG EIGHT G" BR1 OPP. BR1 CONC "SLAB ENNE MEMO mom mm som ENNE& SIM. 0 1 `U'SE Q 1c) I I 1 1 DECK _ _ _ - - - - - - � � ri) I I 1 1 B1m CL PIER ADD ION GAS 1 ; 1 3 OPP. r /1 FOR GRILL 1 4'-4yq" 4'-6" q'_6" 4'-4yq" 4'-Sy2° 4 -2" 1 '- 1 A522 W ENE n OPP. 3 8'-7y2" 4,_4y4.. 13 _ 10)/4.. 1 N 1 ^ V a K .t• i I z [� A522 i 3/a° O r� 1 DECK 1 �t ! 1 W 1 4 -Sy2" B,W 4•_2y2" 5.- 10y4.. ._9y2" ` _ _ _ _ _ _ _ _ � ` 4'-2' 1Fy1 �- 1 i 1 '- 11y " + '-11 �` GAS FOR 1 ~� _ , GRILL, � VJ I I D . 3 W 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ SOMEONE FTi � Q ' PROVIDE MOtRIZED , B108(t ... ,s^� Q 1 GAS FOR m sHADES o ♦ � V GRILL ! a WINDOWS 2 BASE CABINET i m I o A53 I `� 3 1 \ (RE: I.D. DWGS.) ® o R 1 D I w % _8y .. I I I I A535 I W •� _ _ _ _ _ _ _ _ f ° 0 = LEAR* I 1 I SIM W $�4.�.I _ I B108A ® a v LIVING ROOM O W \ I I I I B1BB I DINING ROOM V ® = I 1 T.O. PLYWD Pol SUBFLR 9108 O A535 SIM 1 J ' 1 �✓ I� ODINING ROOM ?" - I L a _ o m O A324 0. PLYWD SUBFLR LIVING R A812 I SEE EAST UNIT FOR ° E L= 0'-0'• ® I DIMENSIONS NOT SHOWN BR14 _1 I _ _ _ _ _ � , P41 I L ' I M1 qy2 • L7A TE: CLFAR DIMENSION ACCOUNTS FOR 8" 3,-q�„ 3'- 1 " 3'- LAYERS OF GYP. BD., PER PARTY 2' 11y2 I — C 3 ownzR oEt�LOrrx LL AS BLY. 4 - q" s - 11 yq" �j K VAILRESORTS p P SA B OEWE _ _ _ _ _ _ _ _ 1 WD I DEVELOPMENT ME NINE SINK e i (RE: I.D. DWGS.) 03 -51 '-1 1 1 -6" _ 1 I COMPANY C 1 1 STN RE: ID DWGS FOR i b AVON COLORADO \\ ° ° 1 I 1 1 1 1 KITCHEN EQUIP. ARCIRTECF0FRFS:ORD MECHANICAL CHASE i & FINISHES, TYP. � (RE: MEP) WD I 1 1 I I " RE: ID DWGS FOR 1 I WD ! ■ *ARCHIJ as" RANGE UPGRADE KITCHEN EQUIP. - - o (RE: I.D. DWGS.) _ & FINISHES, TYP. STN 1 UP 1 KITCHEN O Dever, Colorado 1 1 WD STN I I B109 I _ MASTER PI.ANNFR ® 1 BASIN SINK m ® I ® 1 DN 1 & (RE: I.D. DWGS.) O I WD man" STN — — — _ _ — _ i M1 DFSIGNARCIFITECr O 2 I 1 D/A51 1 N HART HONWERTON KITCHEN =i A812 UP wD I REF srN N 1 J K o I ABNNY M STRUCTURAL ENGINEER ° P7 � ME � O N MONROF. & NEtF81.1. FNGINFF.RS, INC AVON, (:OLORAOO o ® I M 1 srN O MAIN ENTRY — 4'-5" MEMANICAI.F.r.E.CTRICAL YNGINF" M-li 1'SGISIifRS,1NC ij) w D/A511 N B,aT AVONT, GNC.INRAIX) N REF WALLS MOVED 6" TO T.O. PLYWD SUBFLR M K J ACCOMODATE FRIDGE PANTRY T.O. PLYWD SUBFLR vIVI, COLORAUO CABIN EL= 0'-0" N1 POWDER 8105A EL.- 0 -0" DE AI.W E ENGINEERING, INC. M ® POWDER BREAKFAST ROOM 8110 Most g I ® ? N 2 STN WD - - - - 1 - PROJECr NUMBER: 20900.00 ALIGN M O A901 M A325 ° 1 1 MAIN ENTRY POWDER ' ISSUE REVISION DATE N 1 1 BREAKFAST ROOM - B,oe 1 1 I B+to B103 ® Ell _ _ _ _ B. 1 ®®AS.I. os 07.01 .05 A325 1 1 - r - - - - _ _ _ B1 3B 130"AFF _ _ - _ _ _ I 2 1 WD STN i 2 P A.S.I. O8A 09.16.05 —AUG N < A901 I — N B A.S.I. 08B 10.07.05 SIM. 1 1 z n B1 04A B103A 1 1 s — - ITY 1101a mom rmm MEN mom mom MEN mom 131 t300AFF BID B a0 I 3y2" RECESSED ELEC Q iF , "� ' 11 = 2•-3.. B1 B P I PANELS, RE ' w . � 1 PLAN NOTES: I ELEC. DRWGS A — 1 . REFER TO EXTERIOR ELEVATIONS B10 B10� ♦ _ IBENCH M1 Q1 J K _ _ _ _ _ _ FOR WINDOW TAGS. q'-2) : I 1 � ^ 2. DIMENSIONS ARE TO FACE OF TY STUD OR TO CENTERLINE AS 1 1 o < RECESSED ELECI I SKI a SET ENTRY PORCH 11 INDICATED. 1 3'-7" , w PANELS,DRWGS B+B+ 1 3. 2X6 AND 2X4 WALL WIDTHS ARE 1 GRAPHICALLY INDICATED (U . N .O.) . 1 I DOOR B102A I II 1 SCHEDULE K J Q1 M1 BENC i ' K1 4. REFER TO INTERIOR DWGS. FOR ALL FIXTURES, APPLIANCES AND FINISHES.Oil II `O A711BR74 SKI CLOSET 1 I 5. REFER TO SHEET A611 FOR WALL rI ® B102A In02 I 4 TYPES 1 1 A521 6 SCHEDULE.O SHEET A711 FOR DOOR I ENTRY PORCH K1 v _ _ _ _ N , m l 1 J1 - - - — 4 A521 I K2 TYP. OPP. 1 PIERS BUILDING 2 MAIN LEVEL PLAN MINE PIERS 1y2' 12 - 11 " 13 _8° 13 _8•• 12'- 11 " BR14 2 , UNIT B 3 I UNIT B A322 4 ' S 1 MAIN A122 LEVEL PLAN AFP02.drp D OPP. A321 A323 A321 & _•IM. BR1 BR7 I - 53'-2" _ © 2004 42140 ARCHITECTURE, INC. SEE MAIN LEVEL PLAN FOR 1 1 2 WINDOW DIMENSIONS NOT SHOWN 3 A322 4 A321 rj ON SOUTH WALL THIS LEVEL aQI CGIC � `� 12'-11 " 13'-8" 13'-8" 12"- 11 " 'L° ;L 9'-0" 3'- 11 " 13'-5" 3'-lip 9'-O'• E- �F`ir. vr 40 4 vv + m�G,1 1 A321 lli e n A323 BR1 ppp, BR1 & SIM. — DECK BELOW FYH — — — / ROOF OVERHANG ABOVE Z '��'— r_,DECK BE OW —f // A " 4'-W2" 4'-2° T DOORS CHANGED I \ / I �+ ! o FROM SLIDERS WING TO I L W \ � 1••I 3 F— 4'-2" 4'-5Y2° 4 I \ / 82048 K O . V FIRE CE / LL] Q !Ikh D " — I I I L — I (RE: A905) I ^ W Y � x o R i 1 K CBjD I FIREPLACE (RE: I. D.) O OP IN TO I V �i LIVIN ROOM MASTER BEDROOM z M ry I BLOW - - n � 0 O I M1 I A324 � L O o I L I MASTER ' ILIVINGNROOM I 1 t� I BELOW I 3 A324 A812 BR14 I Q M1 I Q � � � � � � � � � .� , N1 • INCREASE CONC. TOPPI G f I M1 ( OWNWDEVffiAPER THRU-OUT UPPER LEVEL TO USH 2 -2Y2" 1 '-8y2 f K OUT FLOOR INISAES W/ ADiD 2 3 I ADDED HARDWOOD 1 LO WOOD FLOORING AT LANDING I C 3 DEVELOPMENT I FINISH FLOOR IS DESIGNED ® 3' � A812 FLOORING AT LANDING —J ABOVE PLYWOOD SUBFLOOR �' 3'-33/4° RUN N S VERIFY WOOD FLWG Wj 1.D. '� s. ♦ COMPANY K j N1 �� M1 I 1 CPT B205B AVON, COLORADO 820 N SEE EAST UNIT FOR C I 1 '-6" M 1 0 1 1 TILE DIMENSIONS NOT SHOWN ARC1UTECr OF RECORD AO\ADDED FROSTED/EiCFiED ® 1 I � , , 1 I GLAZING TO INTERIORIPANE RE: I.D. I 1 1 N 1 6205A I - - — - - — - — - B201.5B . 8204A R 1 I m , o iO 1 N a` PT CPT - 1 Denier. caomao ; I iv I TIL wn 1 M \ I 1 1 MASPERYLANNAA 3 - 1 4 Q B205A DN I nEStcNmeaarHCr (N) SKYLIGHT 0 ♦ I' ow No mPmm � � � � � o. I MASTER BATHROOM ?N HART HOWERTON � - - - - - � 1 HALL ® L A (N) UPPR. , I 1 I CV IiroRK NaWVOnx 0 r12o1 16" BENCH N STRUCPORAL ENGWERR (CABINrTRY I � 1 B203A N1 M1 I MONROE AVON, COLOXAM00 INC I LINEN ` - — — — —1 TIL I MHCNANICnL HiECrnlcncIIUGHUHPIc i L I M-H HNGR7EERA,nJC AVON, COLORADO cMV I N SEER BATHROOM 16" BENCH N Q1 N 62osA I CPALENG�x ® 1 ( BATH 3 C T W/D AIPINAR CCOL RRRiG,INC M 1 I 6202A ® 1 LINEN TILE R cm CP I e C TI E I \ APES I PROJECT NUMBER: 20900.00 I v, ~- M a P i '- 11 ^ N I CLOSET 1 ISSUE REVISION DATE n W D B206A N 8203A CPT TIE A325 A.S.I. 08 07.01.05 I I 202A I M 1 A.S.I. 08A 09.16.05 -3 2'-103/4" AC i I io ao A325 _ SING GLASS SHAMPOO I ' N MASTER CLOSET I 0 DOOR CLO NICHE B I RE: ID DRAWINGS TYp. A. 1 M II I BEDROO L 3 I I I — �i N I I - - — BAY BAV D 0 R TEL.=P D 8FLR 82038 I L — OF BELOW M 4SF� HIGH WINDOW p 1 1_0° _ DASHED LINE A M II 1 I I OF ROOF L I BEDROOM 3 I I L I I I BOVE AD T.O. IPLYWD SUBFLR _ I I I EL.= 10'-4" J ppppp n I PLAN NOTES: 82036 I I I 1 . REFER TO EXTERIOR ELEVATIONS FOR WINDOW TAGS. L1 I I 2. DIMENSIONS ARE O E F STUD OR TO CENTERLINE AS a INDICATED. I 3. 2X6 AND 2X4 WALL WIDTHS ARE I I GRAPHICALLY INDICATED (U.N.O.). 4. REFER TO INTERIOR DWGS. FOR ALL FIXTURES, APPLIANCES AND FINISHES. P I I ! 5. REFER TYPES TO SHEET A611 FOR WALL 0 I Ln I 6. REFER TO SHEET A71 1 FOR DOOR SCHEDULE' BUILDING 2 _ — ENTRY ROOF I I I UPPER LEVEL PLAN BELOW I 1 I UNIT B I 1 ( A321 SIM. A321� I BR1 A323 UNIT B I A322 BR1 1 5'-6" 2'- 11 " 5'-5" rC 3'- 11y° 3'- 11y2 5'-5° 2'-11 " 5'-6" BR14 8'- 5" , '-9)1 2'-8Y2" 9'-4Y2" 4'-2" 4'-5" 9'-4Y2° 2'-8Y2" I '-9y 8v'-5" ut UP PR LEVEL PLAN A123 40 0'-2Y2" 16'-3" 16'-6" 10'-2}2" 1/4" = 1 '-0" e2-AFP03a y N 1 2 3 4 5 Q 2004 42140 ARCHITECTURE, INC. 1 , A322 A321 `s col i 1 1 A321 A323 ❑ E F An'rJAL BRt OPP. BRt BEAM ,ic. i4SON & SIM. (RE: STRUC.) ^^ �•`� ❑ F i ❑ STONE PIER r ^ FE13 13 _U 41 E D E T&G CEILING, TYP. Its W WD. c BRA ES (RE: EXT. ELEV'S.) W F� — — D .3 0 e4v-5" V lot D — � FAMILY M I I �� W SIMI OOD4 F+�x\ th��11 2'- 2s I - 10 0" '-0" W a BEDROOM 2 ®" ®N C' V z 0 FAMILY ROOM 8 ` 9'-0" I W D 1 ® ® 2'-6" A324 m 1 4 IF ( = 10'-0" 0 4'-2" 1 O I CO '-6" 1 N BEDROOM SEE OPPOSITE UNIT ` Is FOR SIMILAR DIMS. ® AT SiOR. `° 24 n 9 —0 AND NOTES io 8" CEIUNG BR14 iv 1 o BELOW 8' -0" 4'-5" Io I LANDING ( ®$„ In t 0 I I _ 6'-2)/2" 2'-6 1 AT CEILING C .3 °°°NEa/Dav° °rmi O ABOVE d EQ. EQ. EQ. 0 in M c�`Iv ®8" FLAT LANDING w w BATH 2 VAII , RESORTS 8• _0" I I 2._Q" 0 ® DEVELOPMENT sQFFIj 9'-0" I°, 8 —O w COMPANY C I 0 AVON, COLORADO BATH 2 1 0 'to ARCIIrD3CrOPRECORD Cam= EQ. EQ. `0 FLAT 9 0 a I I I I 84FOT o EQ EQ ARC I i7 dnado 0 2'-0" 4'-0" 2'-6" BEDROOM 1 =N MASMKANNER Ic 6'-5" I Ca W I ® DESIGN ARCHrDlCr JJ"�� 9•-0" I HART HOWERTON ci M � Ld N NEW YORK.NBW YORK 0 2'-6" SMUCrURALENGD&ER = _O BEDROOM 1 2. " LOWER i ` ' - MONROE @NHWHI.L ENGINEERS.INC ENTRY AVON,COLORADO LO MECHANICAL BIECCRICALHNGWEEIt M � 9'—O„ — M-EENGIIJEBR.S,DIC N (� EQ EQ AVON. COLORADO „ EQ.EQ. MPINEENGINEMUNG.R4C. CIVU.ENGINE&[ 4 —0 ® LOWER ° 8'—O.. VAn., COLORADO o I ENTRY 8'—O" Q EQ Is T I i7 eaol - MECHANICAL BATH 1 I � N 0 9, -0„ PROJHCTNUMBER: 20900.00 o MECHANICAL M 9 10 „} Is EQ. EQ. A325 8'-0" Is 0 10'-9 "t _0 ISSUE REVISION DATE 1 iv SOFFIT B• 1 ®®A.S.I. 08 07.01.05 �sssssstl 8'-0" m A325 BATH 1 I A A.S.I. OSA 09.16.05 F -FIT iv 8 - 0 p 9'_0" 8 'EQ. � EQ. io i iv 2X4 FI-t�OREESCENT x R F.Q EQ NOTE: 1 . REFER TO M/E/P DOCUMENTS FOR FIXTURE TYPES, LIGHT SPECIFICATIONS, CIRCUTING AND ADDITIONAL NOTE: 1 . SPEAKERS SHOWN AS O, NOT CLOUDED FOR I 1 1 1 INFORMATION. CLARITY. (RE- THUL ELECTRONICS) OPP. A322 A321 23 2. ALL CEILING HEIGHTS ARE FROM 2. COORDINATE SPEAKER LOCATIONS IN FIELD WITH 8R1 BR1 F.F. TO BOTTOM OF FRAMING. MECHANICAL DUCTWORK, STRUCTURAL FRAMING AND AND FIRE ALARM/FIRE PROTECTION DEVICES. = 3. ALL EXHAUST FANS TO BE M CENTERED ON TOILET FIXTURE, U.O.N. 1 4. ALL LIGHT FIXTURES TO BE CENTERED IN SPACE, U.O.N. 5. SEE ADJACENT UNIT FOR NOTES AND DIMENSIONS NOT SHOWN. BUILDING 2 GARAGE LEVEL REFLECTED CEILING PLAN is , 20_ 11 " 13'-8" 13'-8" 12'- 1 , " BR14 1 2 3 4 5 A125 GARAGE LEVEL REFLECTED CEILING PLAN 1 1 /4" = 1 '-0" ARMA09 N 1 2 3 4 5 © 2004 42140 ARCHITECTURE, NC;_ cot (1 Cob JJ � C � / A322 A321 C N �1 V J 1 1 w A321 A323 Q BR1 BR1 ASI-031 V Q I I W O PSI-031 w � 1 X8 DECORATIVE n/ C �+ � FIR TIMBER, !!�� 0 0 A COVERESSTEEL z U D el — I FLOOR GIRDER M rN TORIZED SHADES W • rn RE: THUL DWGS. 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COLORADO EQ EQ A C7 r�,cEiANrcnLNGINUMS,I PNGRdeER ° I N CL MAIN ENTRY W BREAKFAST ROOM AVON CO�DOO 9' —Q" AtPINE�ENGINEt�RING.INC POWDER 9 ' -0 ' u VAIL COLORADO ♦ + I BI05 W 1 8• —O" 0 - - — — - - 9 BREAKFAST ROOM m Q EQ EQ Q A325 PROJECT NUMBER 20900.00 ano I N MAIN ENTRY I 9 ' -0° B103 , I O — — — B, ISSUE REVISION DATE 1 9 —O POWDER ci A325 ® J ® w I 1 elos w AAASS. 08 07.01.05 T I w B A.S.I. OSA 09.16.05 1 '- 11y2 ' 3'-O" 3'-0" — A _ — I — ° I o I A.sa. oss 10.07.05 Ld m EQ EQ EQ EQ ❑ I N UTILITY ARCH A F PORCH Q g , -O„ OPENING - NOTE: 1 . REFER TO M/E/P DOCUMENTS FOR FIXTURE TYPES, LIGHT SPECIFICATIONS, 3� 8' -O" CIRCUTING AND ADDITIONAL SCONCE TO BY UTILITY INFORMATION. NOTE: 1 . SPEAKERS - SHOWN AS S�P NOT CLOUDED FOR BUYER ROVIDED' e+a CLARITY. RE: THUL ELECTRONICS FOR 2 . ALL CEILING HEIGHTS ARE FROM COMPLETE INFORMATION. I EQ 9 . _0.. LEQ I I F. F. TO BOTTOM OF FRAMING.SKI 2. COORDINATE SPEAKER LOCATIONS IN FIELD WITH Cl OSET A 3. ALL EXHAUST FANS TO BE MECHANICAL DUCTWORK, STRUCTURAL FRAMING AND SKI CENTERED ON TOILET FIXTURE, U.O. N . AND FIRE ALARM/FIRE PROTECTION DEVICES. CLOSET T-�1} 8•-0' Blur 4. ALL LIGHT FIXTURES TO BE CENTERED IN SPACE, U.O.N . w 5. SEE ADJACENT UNIT FOR NOTES AND DIMENSIONS NOT SHOWN . Q UNIT B a M BUILDING 2 MAIN LEVEL Q UNIT B REFLECTED CEILING ri PLAN Ile 120- 11 " 13'-8" 131 -8" 12'- 11 " 1 1 1 BRU 1 OPSIM. A321 2 A323 3 A322 4 5 e BR1 BRi _ Al 53 -226 AMAIN LEVEL REFLECTED CEILING PLAN N .4 1 1 /4" = 1 '-0" aacoz.awq U O 1 2 3 4 5 1 1 © 2004 42140 ARCHITECTURE, INC. A322 A321 CQ( p� A321 A323 L' BR1 eR1 ( ' G RANDAL I1 J ftiNSON W w ° Of A � D . 3 EQ EQ VJ O 3•- 10" 3'- 10" 1 '-9" W D o I ` ll° d TYP. MASTER BEDROOM O o WD12P RLIN, V 0 I Q I N � x M 2 —0" p ° 1 OX14 , w 0 m •Q - p 2' 6,r a WD B M ° A324 0 a ® I TYP.. o • N aI o • �' O 8X10 S LID 0 M a co cO WD.RAFTER 2' —p" N o I ° JX8 CRq SD EQ EQ 1O I APP 1 4 TIE A324 0 rn BR14 MSTR. BDRM I Ld C � 4'-0" 4'-0" o� 2'-0 EQ. 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COLORADO A � ATTIC 9 ' - 0 BATH 3 $' 'Q ACCESS ° CIMENGA �R Q O ALPINE ENGINEERING,INC. (N) SKYLIGHT 9I - 0' I MSTR. CLST. vAHcoLORADo (VERIFY ROUGH OPEN'G.) A325 8' - O" 0 0 3'-0" 4'-0" 9 '-0° PROJECT NUMBER 20900.00 0 0 8' -0" 1 ATTIC WINDOW / ISSUE REVISION DATE IF A325 ACCESS 1 '-4" 1 '-4° 9 .- 1 .. FIXTURES NA.SI. 08 07.01.05 MSTR. CLST. � � 8' -0" B X06 0 l A.SI. 08A 09.16.05 ' -0" 9 A. 1 I --�P) I BEDROOM 3 I A.SI. 08B 10.07.05 o BEDROOM 3 ( j BS03 to NO 1 . SPEAKERS, SHOWN AS � NOT CLOUDED FOR 61- 6Y220 I NEE: 1 . REFER TO M/E/P DOCUMENTS FOR TE: COMPLETE CLARITY. (RI : THULTELNCTRONICS FOR I I 2'—p" I FIXTURE TYPES, LIGHT SPECIFICATIONS, CIRCUTING AND ADDITIONAL INFORMATION . 2. COORDINATE SPEAKER LOCATIONS IN FIELD WITH MECHANICAL DUCTWORK, STRUCTURAL FRAMING AND 2. ALL CEILING HEIGHTS ARE FROM AND FIRE ALARM/FIRE PROTECTION DEVICES. F.F. TO BOTTOM OF FRAMING. kD w 3. ALL EXHAUST FANS TO BE v CENTERED ON TOILET FIXTURE, U .O. N. 0 4. ALL LIGHT FIXTURES TO BE CENTERED IN SPACE, U.O. N . UNIT B 1 UNIT B I I 5. SEE ADJACENT UNIT FOR NOTES AND DIMENSIONS NOT SHOWN. SEE OPPOSITE UNIT BUILDING 2 FOR ALL NOTES AND DIMENSIONS U . N . O . UPPER LEVEL REFLECTED CEILING 3 12'- 11 " 13' -8" 13'-8" 12'- 11 " PLAN , 1 1 1 OPP. A321 2 A323 3 B R 14 A322 4 5 & SIM. BR1 BR1 3 53'-2" A127 (Dili/ FFER LEVEL REFLECTED LING PLAN u N © 2004 42140 ARCHITECTURE, INC. Q LU,l � E. RANOAL ' D C A. 1 �O ` A " N 16'-6y2" 23'- 11y2" 29-6" COPPER PROVIDE PRIVACY GLAZING PER I.D. (REM P DETAIL r ^ 5/A536) VJ (N) SKYLIGHT W/ SNOWLOAD GLAZING. NOTE: REFER TO ROOF PLAN r , FOR ROOF SLOPES RIDGE z O I .. I . --- --- --12------------------- --- ------------- - ,� TYP. --------------- +32'- 11 % OVERFRAME > 1 4 _ - : . ' 1 I 12 (RE: STRUC.) MAINTAIN ACCESS r RIDGE 1� s - ; BETWEEN IATTIC Y-r ^ AREAS. P. I_ _ - . `, . . : ` - --t------------------------ +30 –O" � ~ "d f ' r^. RIDGE �. � f-6 RIDGE (n G � s O V ATTIC r � A / / J ENG. / TRUC JES ENG. 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DRAWINGS A812 Opp. HAND IIII 111111II _ � { �� � � { {-T��'- 1 I-� I=�I I I I=I11111-�I 11=1 I I-�I I X11 I 1-11=11 : .' . . .. -_I- -_ 1-I �I -1 y - - �-I I� �y - �- - I I I I- I 1=1 4� I I I I FI II FEI II I-I I �I I I I I Fil l F 11-I1III I--: I I-I I 1-I y -1 1y1 I I I I 111� I -I ( 1-I I '���� I-1-�I--1�-III 1yI� I I�1-I-1�7 I� -I 1 _ I 1I, =101 1 11-1 I I I-I 1 1=11 II FEI II Fry- .] I 1-II FEI I I-1-I-FE 1 I R1-I-I1- , 1�1-I I-1I-I 11-11 1 III I 11--1-y 1--'I1� 1-y ° I I µ�1 I I'�� �I 11—IIf=11 �11 �1 1I I I I I 4—I I I I-� 11 1—III-1 I I — —_ 1 II-111 111 1 1 111 I I I i f I— ' I.i'1=11 I� I q'i I I I Iii 11=1 11=1 I i� 11 I I i III i I I� ( f=1 I 11�11� 1 H I I-1 N 1 III ' I I 11 v=11 I-1 11 I I 1—A - - I I I 1= .1 I—I I ��� . - : . : :�. a' � a• .��. ..a e : •: '•. 31I �III� ICn III it i �il iir_ II� Ir� I Ian 11 111 Ire l 1� 1� ' I t� 1�1 I � II�IHI �11 I r I �I r�I�I � I �1IaIFE11 11 l 11 � 1 � I � II� I � I 1 11 111 � 11=r 911E] I 11 1 I F91 F.-9. 1 II� I � 11- 1 11 � I � IHiI-II � ii- II� II� Ii� l l loll :lll_IIIJIL� i �ll Iii l �ll �ll �lll=ll �ll -ll � l �lll� �II �III� I 11 - _ - - _ _ _ _ _ _ � � � �� _ I I _ r II� I � 11_ II� Ir n� Iln IuI �In� ir_Ilrn IaTi� l � IIIIILI i 1� 1 I I �F1F�F1��i Ili iil ICI II IC=-II �F I TIII IE ii II I t I I F��l ��1�1 I��II_=I_IIm_ II �II HHI 1 � 1�I ���G � II� Ib�� l � l I IC I �II �1I I II� II� II� I II III I � IL IC I I �II �IIHI � il� ll� =lid Ibi � l � l1=- 11 LI11 11� 11� 11�1 F=11H1 I II II I � I - I � I � II� Ii=_AIF I l � l �ll �llilil I � IC11 �11 � 1 �11 � 1 111 �I I �IIFII �II �II � II� II IL-III-" '� "�i1 �111 . I �IICII 11 II �IICIIIC� �I�Ii I� IIII II IIIIIIIIII111 II Ii ll �� 1 � II I � III���11 111 1 II 1r V �II �cII 1� I-L111 I 11 -11IIEr1Ji_=_9 1 I=_91 F__J I Il I IA I m I C I I=N I1=11 UNIT B GARAGE TUNNEL NOTE: 1 . COORDINATE WITH FIRE PROTECTION UNIT B CONTRACTOR DURING FRAMING RE: PROVISIONS FOR ACCESS TO CONCEALED SPACES AND INSTALLATION OF FIRE SPRINKLERS /OR ACCEPTABLE ALTERNATIVE PROTECTION METHOD. REFER TO DESIGN & CONSTRUCTION TOOL FOR CONCEALED SPACES, SHEET R003. BUILDING 2 2. REFER TO TUNNEL CONSTRUCTION PACKAGE FOR TUNNEL / GARAGE. BUILDING SECTION 3. ALL ROOF SLOPES REFER TO ROOF PI-AN. BR14 4. REFER TO EXTERIOR ELEVATIONS FOR WINDOW AND DOOR LOCATIONS. 1 BUILDING 2 — SECTION UNIT Bo a"R A323 DOOR SCHEDULE DOOR SCHEDULE (CONT'D.) Q 2004 42140 ARCHITECTURE, INC. ©i Cotoy. DOOR ROOM NAME SIZE DOOR FRAME LABEL HARDWARE REMARKS DOOR ROOM NAME SIZE DOOR FRAME LABEL HARDWARE REMARKS E. RANDAL NO. WIDTH HEIGHT THK TYPE MAIL MAIL HEAD JAMB THRESHOLD (MIN.) SET N0. WIDTH HEIGHT THK TYPE MAIL MAIL HEAD JAMB THRESHOLD (MIN.) SET JGrsiV GiV� u°J• . UNIT TYPE A UNIT TYPE B T07B LOWER ENTRY - - - HM / PT HM/ PT - - - 180 - Refer to Tunnel Construction Package T08B GARAGE ENTRY - - - - HM / PT HM/ PT - - 180 Provide door strike Hardware (m. Thul) T07C GARAGE 16 - - - - HM I PT HMI PT - - - 90 - Refer to Tunnel Construction Package T07C DUMBWAITER - - - - HM I PT HMI PT - - - 90 - Tunnel Constnrction TOM MECHANICAL - - - HM / PT HM/ PT - - - 180 - Refer to Tunnel Construction Package T07D MECHANICAL - - - - HM / PT HM/ PT - - - 180 - Refer to Tunnel Construction Package AOOIA CLOSET Pr. V-6" 7'-O" 13/4" A WD / ST WD / ST 101A712 9IA712 - 03 BOOiA LOWER ENTRY 2'-8" T-0" 1314° A WD / ST WD I ST 101A712 91A712 - 06 A001 B STORAGE 3'-0" 7'-0" 1314" A WD / ST WD / ST 1 O/A712 9/A712 - 06 B001 B LOWER ENTRY 21-8° T-0° 1314" A WD / ST WD / ST IOIA712 9/A712 - 06 w A002A BATH 1 2'-4" 7'-W 13/4" A WD / ST WD / ST IOIA712 9/A712 - 02 0 4mm 3! " S S 10 1 Low Door to Under-Stair Storage zo A003A BEDROOM 1 2'-8" T-0" 1314° A WD I ST WD / ST IOIA712 9IA712 - 02 B004A FAMILY ROOM 4'-9 314" x W-2" (unit) B G / ST WD / ST 6/A712 7/A712 3/A535 05 French outswing w/ 'Phantom' Screen w a A003B BEDROOM 1 Pr. 2'-0° T-ON 13/4" A WD / ST WD / ST 1GIA712 9/A712 - 08 Bi-Pass 6A B OOM 2 2'- 4° BATH 2 214" T-O" 134" A WD / ST WD I ST I GIA712 9IA712 - 02 B006B BEDROOM 2 Pr. 1'-10" T-0" 1314" A WD / ST WD / ST 101A712 9IA712 - 08 Bwass A O ' ' ° cc AOD4B BATH 2 24" T-0" 13/4" A WD / ST WD / ST 10/A712 9/A712 02 8007 BATH 2 24" T-0 1314 A WD / ST WD / ST 10/A712 9/A712 Pocket Pocket)Provide mirror insert per ID. DWg . w A005A BEDROOM 2 21-8" T-0° 13/4" A WD / ST WD / ST IOIA712 9/A712 - 02 B008A BEDROOM 1 7-8" T-W 13/4° A WD / ST WD / ST 1 GIA712 9/A712 - 02 �,.I✓ [.Ta , A005B BEDROOM 2 Pr. 1 -r 7'-0" 13/4" A WD / ST WD / ST 10/A712 9/A712 - 08 Bi-Pass B008 BEDROOM 1 Pc 2'-8" T-O" 13/4" A WD / ST WD / ST 10/A712 9/A712 - O8 BWass ?� O V A007A FAMILY ROOM 4'-9 314" x 9-2° (unit) B G / ST WD / ST 6/A712 7/A712 3/A535 - 05 Slider B009A BATH 1 2'4" T-W 1314" A WD / ST WD / ST 10/A712 9IA712 - 02 w r A007B STORAGE 2'-6" 3'4" 1314" A WD / ST WD / ST IOIA712 9/A712 - 06 Low Door to Under-Stair Storage B009B BATH 1 2'-4" T-0" 13/4" A WD / ST WD / ST 1 O/A712 9/A712 - 02 Provide mirror insert per I.D. Dwgs. A102A SKI CLOSET 2' 6" T-(" 1314" A WD I ST WD I ST 10/A712 9IA712 - 07 Provide weather " o V stripping p 2 131 S S 10 1 z A103A ENTRY & SIDE LITES 6 -2112" 8'-0" 21/4" C WD / ST WD / ST 3/A712 2/A712 8/A531 01 Arched top 3'-0" wide door. B103A ENTRY & SIDE LIGHT 3'-0" 8'-0" 21/4° C11SIM WD / ST WD / ST 3IA712 21A712 8/A531 - 01 AA -ched door. Provide door strike hardware (re: I `�.L/� 0 A103B CLOSET 13/4° A WD / ST WD / ST iO/A712 9/A712 0 A D 6 . A103C DUMBWAITER - - - - HM/ PT HM / PrT - 8/A712 - 90 04 Refer to Tunnel Construction Package B104A UTILITY 741 T-0° 1314" A WD / ST WD / ST 10/A712 9IA712 - 06 O A103D, DUMBWAITER 2 VERIFY 2'-8" 13/4" E WD / ST WD / ST 8/A712 Door to Conceal Rated Metal Door B104B DUMBWAITER - - - - HM /PT HM / PT - - - 90 04 Refer to Tunnel Construction Package A104A POWDER 2'4" T-0° 13/4" A WD / ST WD / ST 10/A712 9/A712 - 02 A103C DUMBWAITER 2 VERIFY 2'-8° 13/4" E WD / ST WD / ST 8/A712 Door to Conceal Rated Metal Door A107A DINING ROOM v-1i " x 8'-2" ( nit) B G / ST WD / ST 61A712 71A712 51A532 05 Slider. B105A POWDER 214" T-V 13/4" A WD / ST WD / ST 101A712 9/A712 - 02 A11OA MASTER BEDROOM 74" T 4" 1314" A WD I ST WD I ST IOIA712 91A712 - 05 B1 DINING ROOM 5'-10" x 8'-2° (unit) D(sim) G I ST WD I ST 6IA712 71A712 5IA532 - 05 Slider wl 'PhantW Sam OWNER/DEVELOPER Al I 1 MASTER BATH 2'-4" T-Ow 13/4" A WD / ST WD / ST 10/A712 9/A712 - 02 VAIL RESORTS Al I I B MASTER W.C. 2'-W T-0" 13/4' A WD / ST WD / ST 10/A712 9/A712 - 02 8202 BATH 3 2'-4" T-W 13/4" A WD / ST WD / ST 1 O/A712 91A712 - 02 Provide mirror insert per I.D. NIS, DEVELOPMENT Al 12A MASTER CLOSET 2'-4" T-O" 13/4" A WD / ST WD / ST IOIA712 9/A712 - 06 B203A BEDROOM 3 2'-8" 7'-W 1314" A WD / ST WD / ST 10/A712 9/A712 - 02 COMPANY A113A UTILITY 2'-8" T-W 13/4" A WD / ST WD / ST IOIA712 91A712 - 06 B203B BEDROOM 3 CLOS Pr. T-V 7'-0" 1314" A WD / ST WD / ST IOIA712 9IA712 _ 08 BI-Pass AVON, COLORADO ARCFE1ECfOFBECORD B204A MASTER BEDROOM 2'-8" T-0" 13/4" A WD / ST WD / ST 1 O/A712 9/A712 - 02 B204B MASTER BEDROOM 4 -8" x T-21/4" (unit) D G / ST WD / ST 6IA712 7/A712 5/A532 - 05 Slider w/ 'Phantom' Screen : A YJ A201 BEDROOM 3 2'-8" T-0" 13W A WD / ST WD / ST IOIA712 91A712 - 02 B205 MASTER BATHR00 2'-4° T-V' 1314" A WD I ST WD I ST 101A712 9/A712 - 02 Provide mirror insert per I.D. Dwgs. M� A202A BATH 3 74" T-0" 13/4" A WD / ST WD / ST IOIA712 91A712 - 02 B205B MASTER W.C. 2'4" 77-0" 13/4" A WD / ST WD / ST 10/A712 9IA712 _ 02 Deo . Colorado A202B BATH 3 W.C. 2'-0" T-O" 13/4" A WD / ST WD / ST IOIA712 9IA712 - 09 Pocket door. B206A MASTER CLOSET 2'4" T-W 13/4" A WD / ST WD I ST 101A712 9IA712 - 06 DESIGN actin " AZO CLOSET 3A 2'-3" T-Om 13140 A WD I ST WD I ST 10/A712 9/A712 - 06 NOTES: HART I HOWERTON A203B CLOSET 3B 2'-3" T-0° 1 13/4" A WD / ST WD / ST 10/A712 9/A712 - 02 1. FINISHES: Refer Specification Section 08710. NEW YORK.NEW YORK A204A BEDROOM 4 2'-8" T-O" 1314" A WD / ST WD / ST IOIA712 9/A712 06 2. Patio Doors have been scheduled and coordinated according to "Eagle" specific detaus. If another manufacturer is selected patron door sizes may require ad)Aments. SMUG ENG� MONROE&NEWELL ENGDaW. ,INC A205A CLOSET 4A 2'-4" 7'-0" 13/4" A WD / ST WD / ST 101A712 9/A712 - 06 AVON, COLORADO A205B CLOSET 413 2'-4" T-W 13147 A WD I ST WD I ST 10/A712 91A712 - 06 N�EnN1�nENGU rMONC G,N� )AVON,COLORADO AVON,COLORADO A206A BATH 4 2'4" T-0" 13/4" A WD / ST WD / ST IOIA712 9/A712 - 02 clvE ENGEaFm A206B BATH 4W.C. 2'-0" T-O" 1314° A WD / ST WD / ST 1OIA712 9/A712 - 02 DOOR MATERIAL LEGEND VAR�COLORADO GENERAL NOTES MATERIAL FINISH REMARKS PROJECT NUMBER 20900.00 1 . See Building Elevations for operator indications. HM HOLLOW METAL PT PAINTED RE: ID ISSUE REVISION DATE 2 . Provide Tempered Safety Glazing where required by code . Door Type Elevations on this sheet indicate glazing that WD WOOD ST STAINED RE: ID A C.O. #1 07.01.05 shall be tempered with the symbol T " c.O. #2 07.01.05 G ALUM, CLAD WOOD ST STAINED RE: ID W/FULL LITE GLASS A A.Sa. 08A 09.16.05 2 STUCCO SURROUND 3'-7° O STONE HEADER (RE: DETAIL V—GROOVE SEE ID INSUL. MESQUITE WOOD „ 5 " TYP . 2 DRAWINGS / \ GLASS FOR Ile SPECIFICATIONS WOOD N rl J PEEPHOLE L � 1 W U J to O O W 1 T I o o N aD b o = N 54' 3 „ I \ / 1 1 U 4 T ^Ti T In 1 2x6 WOOD 1 w TRIM to VERIFY TYPE C (WITH SIDELIGHTS & PEEPHOLE DOOR) DOOR MT TYPE C1 (WITH HALFLITE GLAZING) SCHEDULE _ - N PROVIDE FULL LEGNTH MIRROR RESIDENCES INSERT TO DOORS AS NOTED, PER I.D. DWGS. BRU REFER TO WINDOW DOOR SECTION DETAIL 3'-0" SEE SCHEDULE L SHOP DWGS. (BUILDING 1, -0 3'—O" T SEE SCHEDULE A' UNIT.) FOR UNIT T LA7 1 1 DIMENSIONS NOTE: INCLUDE NECESSARY 3° = 1 '-0" A71I.dwa DOOR TYPE A DOOR TYPE B WEATHERSTRIPPING & DOOR TYPE C1 DOOR TYPED DOOR TYPE E STONE THRESHOLD RE: EXTERIOR ELEVATIONS DOOR TYPE C FOR DOOR OPERATIONS © 2004 42140 ARCHITECTURE, INC. FAN SCHEDULE SYMBOL CFM TOTAL MAC( MOTOR MIN, MAX, OPER. MAKE AND NOTES pPP00 RE�2sT� ® ALT. S.P. RPM WHEEL SONES WEIGHT MODEL p`�? � PgGv t9F IN WG HP BHP VOLTf DIA. LBS, # ® ALT' (WATTS) PHASE A B C D E F G H 7 Y • < : EF- 1 BATHROOM (TYP-9) PANASONIC 0 2 1 1 1 3 0 1 • � '• • 70 0. 1 1018 ( 15.4) - 120/1 - 0.5 3.7 FV-07VQ2 ••• tea EF-2 BATHROOM (TYP-6) FANTECH 0 0 1 - - - - - 16 j 75 1 .25 1 2950 (44) - 115/1 - 0.5 3.7 FX4 EF-3 CRAWLSPACE VENTILATION FANTECH 0 2 1 1 1 1 8 0 1 75 0.4 2950 (44) - 115/1 - 0.5 3.7 FX4 4 EF-4 DRYER EXHAUST FANTECH 0 0 1 1 - 8 0 0 95 1 0.6 2761 (75) - 115/1 - - - DBF110 rW EF-5 UTILITY ROOM PANASONIC 0 2 1 1 1 3 0 1 V 70 0. 1 1018 ( 15.4) - 120/1 - 0.5 3.7 FV-07VQ2 O KEF- 1 KITCHEN HOOD EXHAUST WOLF 0 0 1 - - - - - 1.a 7000 0.75 - - - 720/1 - - _ MODEL 801642 A >4 EF-6 HOME THEATER CABINET FANTECH 0 0 1 - - 8 450 0.4 3000 (150) - 115/1 - - _ FX10 ^ A O3 1 . CAPACI SAT 820 L I V J(__Z]2. MAXIMUM SONES SHOWN ARE AMCA CERTIFIED LEVELS BEFORE TAKING CREDIT FOR SOUND ATTENUATION OF ROOF CURB. ATTENUATOR TO REDUCE SONES 50%. W=00 O 3. FOR SOUND ATTENUATING CURBS, SIZE FAN 7% MORE CFM THAN SCHEDULED TO ACCOUNT FOR CURB LOSS. W 4. PROVIDE LABELS ON FANS AS TO AREAS SERVED. O NOTES: x , u A. CURB D. DAMPER G. SPECIAL COATINGS W A "Mir •rl 0. NONE 0. NONE 0. NONE u 1 . FIELD-BUILT, INSULATED 1 . GRAVITY BOO 1 . PHENOLIC W 2. FACTORY-BUILT, INSULATED. 2. BAROMETRIC ADJUSTABLE BDD 2. EPDXY hW.l 3. FACTORY BUILT INSULATED, 3. MOTORIZED CONTROL DAMPER, 115V/10 3. POLYESTER/EPDXY 18" TALL. 4. MAGNETIC BUTTERFLY DAMPER LATCHES. 4. EISENHEISS BOILER SCHEDULE 4. FACTORY BUILT SOUND ATTENUATING 5. FACTORY VENTILATED GREASE O HOOD EXHAUST. W SYMBOL FUEL BURNER INPUT REQoD EWT LWT FL j0 ELECTRICAL FLUE BOILER GAS OPER. MAKE AND NOTES 6. FACTORY INSULATED EXTENDED HEIGHT CURB. B TYPE (S) TYPE OUTPUT 'F 'F GPM DIAMETER HP PRESSURE WT, MODEL 7. REUSE EXISTING CURB. PROVIDE INSULATED �✓ 1--1 ® S,L, MBH W.C. LBS. ADAPTORS AS REQUIRED. # ® ALT. MBH AMPS V/0 A B C D O B. SCREEN E. ACCESSORIES H. MISCELLANEOUS " - 14 200 WEIL MC-CHAIN 2 2 6 1 0. NONE 1 . SOLID STATE SPEED CONTROL, MTD. IN MOTOR 0. NONE B- 1 ,2,3.4 NAT. GAS POWER 310 250 140 160 26 12 115/7 3 ULTRA 310 6 1 . BIRD COMPARTMENT FOR BALANCING 1 . VIBRATION ISOLATORS. 2. INSECT 2. ELECTRIC DISCONNECT 2. EMERGENCY POWER. C. DRIVE 3. WALL MOUNTED SOLID STATE SPEED CONTROL 3. SECURE FAN TO CURB AT EACH 1 . DIRECT 4. 115V/10 REVERSE ACTING THERMOSTAT CORNER EACH SIDE AND 12" O.C. 2. BELT SET 850F. 4. AMCA B SPARKPROOF, 3/4" SCROLL DRAIN 5. WALL MOUNTED 2 SPEED SWITCH. AND ACCESS PANEL. GENERAL COMMENTS 6. DRAIN CONNECTION. 5. EXPLOSION PROOF. o@NERn E� � EVOPER 1 . CAPACITIES ARE AT 8200 FT. ELEVATION. 7 . CLEANABLE GREASE RECEPTOR. 6. 2 SPEED/2 WINDING (1200/1800). 2. WORKING PRESSURE IS 30 PSIG. 8. THERMOSTAT AND HUMIDISTAT 7. 2 SPEED/2 WINDING (900/1800). VAIL RESORTS 3. OVERSIZE BURNER (AND INCREASE SECTIONS) TO OBTAIN SPECIFIED OUTPUT AT ALTITUDE. F TYPE 8. VARIABLE FREQUENCY DRIVE. DEVELOPMENT EQUIVALENT CFH AT ALTITUDE IS APPROX. XXXX. 4. PROVIDE CONTROL TRANSFORMER AND STARTER. 1 . CEILING FAN COMPANY 2. CENTRIFUGAL ROOF EXHAUSTER 5. PROVIDE REQUIRED STATE PERMITS AND INSPECTIONS. 3. CABINET FAN AVON, COLORADO NOTES 4. WALL PROPELLER FAN A. FLUID B. BURNER C, ACCESSORIES D, MISCELLANEOUS 5. CENTRIFUGAL UPBLAST ROOF EXHAUSTER. excHITEC of xta>wf 0. WATER 1 . HI/LO FIRE 0. NONE 0. NONE 6. TUBEAXIAL UPBLAST ROOF EXHAUSTER. 7. CENTRIFUGAL UTILITY SET. : 1pA m1f 1 . 30% PROPYLENE GLYCOL 2. MODULATING 1 . 30 PPM LC NOX 1 . HOT WATER 8. IN-LINE FAN 2. 50% PROPYLENE GLYCOL 2. DDC INTERFACE MODULE 2. STEAM 3. BAROMETRIC: DAMPER 3. ONE SIDE TUBE PULL 4. PROBE LWCO 4. END TUBE PULL PUMP SCHEDULE Denw ado 5. FULL LWCO 5. BACK OUTLET FLUE MASTER PLANNER 6. SEALED COMBUSTION CHAMBER 6. TOP FLUE CONNECTION SYMBOL SERVICE GPM HEAD PUMP MOTOR DATA PUMP TYPE SUCTION/ WEIGHT MAKE AND MODEL NOTES & P (FT-H20) EFF DISCHARGE LBS, P W VOLTS / RPM SIZE A 113 C D E 117 JG ' nPS1cN nxcxrn:Cr # PHASE HART I HOWERTON NEU- YORK, NFU' YORK P- 112 BOILER CIRC, 26 18 33.9 307 115/1 - INLINE 32 35.9 GRUNDFOS UP 43-70F 2 3 6 1 2 2 5,7 STRUCTURAL ENGINEER GRILLE, REGISTER AND DIFFUSER SCHEDULE MnNRC>E & N. GCLENGINEERS, INC .nrcrv, coulawo P-3 SNOWMELT BLG A 6.4 14.3 18.7 185 115/1 - INLINE 2-BOLT 11 .25 GRUNDFOS UP 26-64F 2 3 6 1 2 2 5, MECHANKAL ELECTRIC-M. ENGINEER SYMBOL FACE SERVICE DESCRIPTION MAKE AND NOTES M-E ENGINEERS, INC q _ SIZE MODEL P-4 SNOWMELT BLG B 6.4 14.3 18.7 185 115/1 - INLINE 2-BOLT 11 .25 GRUNDFOS UP 26-64F 2 3 6 1 2 2 517 `"�ON' COLOR`'nO CIS'lN ENGINEER ALPINE ENGINEERING, INC P-5 HWS BLG A 2 25 10.6 205 1 175/ 1 - INLINE 2-BOLT 72.5 GRUNDFOS UP 26-96BF 2 3 6 1 2 2 5, vnn, alu>awn A PLANS SUPPLY LINEAR BAR DIFFUSER. TYPE 15 FRAME TITUS CT-481 2 4 2 0 P-6 HWS BLG B 3 25 14.2 205 115/1 - INLINE 2-BOLT 12.5 GRUNDFOS UP 26-96BF 2 3 6 1 2 2 5,7 PROJECT NUMBER: 20900.00 B SLEEENS SUPPLY LINEAR BAR DIFFUSER. TYPE 6 FRAME TITUS CT-481 2 4 2 0 P-7 RADIANT FLOOR BLG A 5.4 25 13.2 205 115/1 - INLINE 2-BOLT 12.5 GRUNDFOS UP 26-96BF 2 3 6 1 2 2 5,7 C SEE SUPPLY SURFACE MOUNT WOOD DIFFUSERS REGGIO 4 3 2 0 _ ISSUE REVISION 0.4T[: PLANS P-8 RADIANT FLOOR BLG B 9.9 25 20.5 245 115/1 INLINE 2-BOLT 12.5 GRUNDFOS UP 26-996F 2 3 6 1 2 2 5, D SEE SUPPLY/ 1 /2^ SPACING, 45•F DEFLECTION, FIXED BLADE TITUS 4FL 2 1 0 0 O6 CONSTDOC PLANS RETURN P-9 HWC 2 10 7.5 89 115/1 - INLINE 2-BOLT 7.25 GRUNDFOS UPS 15-58FRC 2 3 6 1 2 2 5, FOR PERMIT 08.13.04 E PLANS RETURN 1 " DEEP BLADES, 45•F DEFLECTION, SPACING VARIES. L&D BRICK VENT 1 2 0 0 p- 10 DHW 20 10 35.7 122 115/1 - INLINE 1 -1 /4" 51 .5 GRUNDFOS TP 32-40/4 2 3 3 1 2 2 5,7 07 BLDG. 2/CONST. 09.02.04 F PLANS EXHAUST GRILLE TITUS 3FL 1 4 0 0 GENERAL COMMENTS 08 BIDG. 3/CONST. 0924.04 1 . SCHEDULED RATING IS FOR PROPYLENE GLYCOL. CORRECTIONS FOR GPM AND HEAD HAVE BEEN MADE BY ENGINEER. GENERAL COMMENTS: 2. ALL PUMPS SHALL BE NON-OVERLOADING AT HORSEPOWER CURVE UNLESS NOTED OTHERWISE. ABLDG. 4/CONST. 10.11 .04 3. SET PUMP SPEED FOR CORRECT FLOW. 1 . REFER TO REFLECTED CEILING PLANS FOR EXACT LOCATIONS OF ALL CEILING MOUNTED AIR DEVICES. 2. COORDINATE ALL FRAME STYLES WITH CEILING SYSTEM FURNISHED, REFER TO ARCHITECTURAL DIVISION. NOT ES 10 BLDG. S/CONST. 1025.04 3. TOTAL STATIC PRESSURE SHALL NOT EXCEED: 0. 10" WG FOR ALL DIFFUSERS, GRILLES AND REGISTERS, 0.05" WG FOR A. FLUID C. TYPE E, ISOLATION G. MISCELLANEOUS TRANSFER GRILLES. 1 . WATER 1 . CLOSE COUPLED BASE MOUNTED CENTRIFUGAL 0. NONE 1 . EMERGENCY POWER W IN-PROGRESS 112204 0 4. NC VALUES SHALL BE A MAXIMUM OF 30, BASED UPON ROOM ABSORPTION RATE OF 10 db, RE 1 12 WATTS. 2. 30% GLYCOL/WATER MIX 2. FLEXIBLE COUPLED BASE MOUNTED CENTRIFUGAL 1 . NEOPRENE PADS 2. FLUSHED SINGLE TUNGSTEN 11 IN-PROGRESS 11 .22.04 5. SEE PLAN FOR NECK SIZES NOT CALLED OUT IN SCHEDULE. 3. 35% GLYCOL/WATER MIX 3. IN-LINE, HORIZONTAL SHAFT CENTRIFUGAL 2. 4 POINT ISOLATORS CARBIDE SEAL WITH FILTER ON 6. CEILING DIFFUSERS 4-WAY BLOW UNLESS NOTED OR REQUIRED. 4. 50% GLYCOL/WATER MIX 4. IN-LINE, VERTICAL SHAFT CENTRIFUGAL 3. CONCRETE INERTIA BASE FLUSH LINE (CWS) 6A/7A/8A/9A/10A/11 7. CEILING RADIATION OR FIRE/SMOKE DAMPER AND RATED BLANKET WHERE SHOWN OR REQUIRED. 5. STEAM CONDENSATE RETURN 6. INLINE, WET ROTOR 3. ALL FINAL CONST 01 .03.05 NOTES: ALL WETTED PARTS, TEFLON SHAFT, IMPELLER, B. FLUID TEMPERATURE D. SUCTION DIFFUSER F. DUTY PACKING. A MATERIAL B. FINISH C. DAMPER D. ACCESSORIES 1 . 45• F 1 . NO 1 . VFD, EPDM COUPLER, 4. OPERATION AS SINGLE PUMP IN le_ ADDENDUM 5 05.16.05 1 . ALUMINUM 1 . OFF-WHITE 0. NONE 0. NONE 2. 80' F 2. YES INVERTER DUTY MOTOR, PARALLEL ARRANGEMENT 2. STEEL 2. CLEAR ANODIZED. 1 . OBD 1 . MINIMUM LIMIT STOP 3. 140' F CONTROLLER 5. PRIMARY/STANDBY OR SINGLE PUMP OPERATION. A A.S.I. 11 07.22.05 3. PLASTIC 3. MILL. 2. LOCKING QUADRANT 2. HONYCOMB EQUALIZER GRID IN 4. 1800 F 2. CONSTANT SPEED 6. PROVIDE SPARE MOTOR 4. WOOD 4. COLOR BY ARCHITECT DAMPER IN DUCT. NECK FULL LENGTH OF SLOTS 7. DDC INTERFACE MODULE A A.S.I. 1L1 0811 .05 3. TYPE 16 CURVED FRAMES TO 8. FACTORY MOUNTED CONTROL PANEL MATCH DUCT DIAMETER WATER LEVEL GAUGE, DIAL THERMOMETER. ® A.S.I. 08B 09.29.05 4. 90' SECTORIZING BAFFLES DISCHARGE PRESSURE GAUGE, INLET STRAINER, FOR 11 2, OR 3-WAY BLOW. STARTER, ALTERNATOR. 5. SAFETY CHAIN 6. TAMPER PROOF SCREWS MISCELLANEOUS EQUIPMENT SCHEDULE 7. CONCEALED FASTENERS SYMBOL LOCATION TYPE DESCRIPTION MAKE AND UH MODEL # MECHANICAL SCHEDULES INSTANTANEOUS INDIRECT WATER HEATER. DWH- 1 UNIT MECH ROOMS WATER HEATER 6.0 GPM, 361 GPH FIRST HOUR, 337 GPH CONTINUOUS. TURBOMAX 109 40F DOMESTIC WATER IN, 120F DOMESTIC WATER OUT. 20 GPM 16OF FEED BOILER WATER, 140F RETURN BOILER WATER. BB- 1 SEE PLANS HYDRONIC HYDRONIC BASEBOARD. 160E ENTERING WATER. 1 GPM FLOW. 450 SLANTFIN OOk4E $E/IVERCREflCBtItD. 9Ut1E3ln M003 BASEBOARD BTU/FT OUTPUT. FINE/LINE 30 P.D, BOX swo AVON, w 81620 2004 42140 ARCHITECTURE, INC. OP�pO Re ., 061641119,d08 P y O".tprc� AG.' 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Colorado A L - - - - � L - - - I — ✓ _ 3 I C I 111 10X4F — - - - - - — - - - - - - - - - � j FI - - — _ 1 C 77 —E rL { — - - — J 1 3/a • RWStR 1 I I I r - - - I I I 11 s s ERru )NNr:R I & I I I _ — J — = = = — Ill� m � — /J I I I � 1 12x4 UP[j] 11 I I� — � IF- - - - — , I � / 1 1 I' RWSiR 1 � DESCN ARCHITECT , l 24X4 UP 1 i j - - �_ — �I IF _ I j I US4R j Y' • HART I HOWERTON 24X4 UY I �� NEW YORV, NEW YORK III 1 3/49 8X8 i L I l 1 - - J - 1 I BOA. UP I b I I 3 1 14X8 I F III I RWS4IR - - - - - -� _4 - _ - L — I� — I I I I: sTRU(THR.v. ENCINEER L I — � 1 3 I � NIONROE & NEWELLENGINF .F.R ,IN(: 1 I ' RWS4R ANION, COLOMBO 1. 1 L — —Y- - - 1 � • wit — \ bX4 1 3 1 I JfECHAN\i--E ENGINEERS. IN�C;INEI-:li 1 5 I J I 6X10 20X12 I I c AVON, COwwv)o I I I I I 1 0.4. � I r 1 1 1 12X4 UP ' CIVIL ENNRi 3/4 ' RWSR I r-----) 10X4 UP ALPINEENEIN G, INC. vna. (X)U)aw)o 1r "YI 14X8 I II I l = J I � I 1 b 16X10 -_J- - - - - - �ggg - I I 3 ( bX4 I I 1 11 1 18 l ❑l \ Y .� PROJECT NUMBER: 20900.00 It,I I - == i 16X10 L _ _ - _ _ J i i I � ell ♦ / I al I 12X4 UP 1 20X12- 3j4' 111WS4R i I I I �\ I /1 � � R e I ♦ I =___ _ _ _— - - / 1 I I - - 1 3 UP To I 1 II \ I e I ( I r----n I BOIER __J I I II 1 5 12X6 U --` I ISSUE REVISION DATE. 10X4 }L - - - - - - - . . f L--- - - z I -__ _ - - - - j / --- - r A.S.I. 08B 09.29.05 Lc I I I � I _r - - - - - - � CONCRETE -11 U - - - - - - - - / �1 I rr - 1� - - - II / ry I 6 � � 11 1 :I 1 111 \ / II I N / PAD I I I _ 1 � I / / 11 II i 3/ • 4R 1 III x 1111 N / 1 � 1L _ - - - - J1 L - - � -J I II I II I I 4 FCU I I I / I I N / 1 I . 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J 1 1 L _ _ I I 1 ❑4 I YWS4R GAPPED FOR BASEBOA� I I r I RADIATION UPGRADE OPTION. r — I L _ J L _ rl_ _ J j 11 SHAFT LOCATED ABOVE. BUILDING Z - - - - 11 I I 1 ❑b ZONE DAMPER �S 1 it a DUCT UP TO DIFFUSER CRAWLSPACE 1 B,- -PASS DAMPER. MECHANICAL YY .� K& ENGtNE RS, INC. PLAN ;s g *�'" '' 0048 E. BEAVER (',REEK $lUA 91/1fE 3� wd P.O. WXS t per►. W. "M M . BR14A LI � � d © 2004 42140 ARCHITECTURE, INC. QR�� R•�/`S'T 00 469 pgG0 Q p ; O -pS � ® w V Z o py a i ONO A / - - - - n r avail _ II I 'HOLD BACK' RADIANT i / I FLOOR AROUND GABINET-N,,,,I J 3/ • HU1S<R I O I ❑ 4 w I li I BASEBOARD I � a 1090 DOWN- T I r - - - - - ( �1 3i4 • HWStR � I �O� RADIANT I v UP TO BASEBOARD ( I I MANIFOL 10 - - - - - - - - - - ® __ - _ ._ T I RADIANT Ir ( 00 F - - MANIFOLD I I I I I I I 2 VAIL RESORTS MR_ANI DT o DEVELOPMENT COMPANY - — — ❑ -i 1 - - - - - - - - - - - - -_ - - - _ _ I� AVON, COLORADO —I I I - - - - - -- ° .V(CNITECT OF RECORD 2 - - - - - - - r EF 7- FAd 1 I 4" DRYER - - - - - - - - - - - - - I I 1 I I - - - I .I 0EXH W/ INLINE L )*MMWfnME A�IT EF_4 MANIFOLD I �I Oenver, Colorado -I (2) 3' COMBUSTION AIR INTAKES - _ - - - _ MASTER MANNER r - - - - - - EF � - - - - - - -- - 4'V DRYER I I NESICN :aU nnzGr EXW W/ INLINE EF-4 3 I I I HART I HOWERTON 1 J 1 NEIL' YORK NEW YORK a NOW (2) 3" COMBUSTION AIR INTAKES I I - - - - - - - - - - - - _ - - - OI RADIANT I I STAOCNR:V. EN ,INEL•R JfONROE$ NElCBI1 F,NGINEERS, INC AVON, ADO MANIFOLD \ffiCHINIC, L ELECI G\L ENGINEER Nt-F. ENGINEERS, INC 3 I - 6X4 DN EF I I -i ANION, COLOKADO •p U 410 UP 6 '0 3 3/4' HM Ulm TO CIVIL ENGINU'R - BASEBOARD ALPINE ENGINEERING, INC VAIL, a)WK DO RADIANT OT 1 _ _ _ _ (2) 3' FLUES MANIFOLD .I E 15010 PROJFCT NUMBER: 20900.00 : I EF 6X4 DN I - - i _ . - - ❑ 3/4 ' NWR UP TO - - - __ 6 'h I I ISSUE REVISION DATE 4 BASEBOARC?/ 17 - - - L--- - I 14W$t Fif — ®"A.S.I. 08 07.01 .05 (2) 3' FLUE-" U— 3/4 • RWStR I ( 3/4 ' HM UP TO ® A.S. 08B 09.29.05 10 510 - - -- 1 I \/ DN L - BASEA.S.I. I I - I i a: - - - - - 1 ' 1 3j4 ' HWR UP 70 � - - � - - � I \ - / BASE ARP ° 3j4 ' RWSIR - , I I M23 i i ` - - - D 5 6110" AFF) DN I v v ' I Xi 2 I II I ( ) 75 D I j M23 i i i O 11 J NOT S: I I r - - I I I ❑j IOX1O EXHAUST OUTLET RE: ARCH I I i ELEVATIONS FOR EXACT LOCATION. I I I a Pr- - J I 6X6 DUCT TO LTOUVER W/BDD AND G R LEVEL IC LP R SG �LE= � -a 1 -0 _ - - - - I VERMIN SCREEN. I 1 I _ - - - J L - - - - - J � 3 4 ' WSW UP TO RADIANT MANIFOLD. - - i NORTH �q HW54R GAPPED FOR BASEBOARD 1 I I RADIATION.UPGRADE OPTION. I I I I L - - - - - J BUILDING 2 GARAGE LEVEL 1 MECHANICAL I M--& ENGINEERS. INC. PLAN p:n � E M . BR14B age III PN: MCI) 84'1-6000 6%. MW *14154 2004 42140 ARCHITECTURE, INC. 1 2 3 4 5 s l: I I I U 33 > ❑ _ � y 411F 0 I I I I ❑ • � 34 ' GAS UP ® n I I 1 I 1 4' SAN I I W RE- CIVIL I I V FOR CONT. 4' SAN I - - - - - - - -_- - - I o I i RE: CIVIL 1 �/ __ _- __ - __ _� I W F•� FOR CONT. ` 1� �\ I 34 ' GAS UP TO OUTDOOR GRILL ~I Q O PQ *r 11 I�•I O \ ' �/ 3/4• GAS UP TO 11� \ 1 1 1 Jill I I I I lu \\ w Jul OUTDOOR GRILL / ,/ 1/ - - �k\ i I III ' I I 1 I ` ` �\ [�] ^ 1 D - - - - -- � - -nrcE- - - - - - - - - - -_- - / / ��� \\♦` � III �w�i�,�, �� � j \\ \\`\ ^ ~ •� � I `\J ' II 1 Til 1 II ' 11 1 \\` ��✓ M �ylll 11 ���� II 111 11 � W Q I � 1 � 1 � ^ // UJ I 3,4 • I � I IIII III f II I 11 I III I I � , / r I III III III II III II V z // / I I IIII III i it 1 I i 3,42 I III I I O 1 1/4' GAS UP IIII I I I f 1 I I I O 1 i II1 3j46 1 I I ' 4' L-L � - OWNER/MVELOPER J=i I 4' I j I I1Ii I I I 1 Ills ' I I I I r r I I _ VAIL RESORTS IIII 11 q ti / 111� Ur DEVELOPMENT 1 111 II ❑ - - - - - r - - - - -11- - - ,�—_ JL I 1 1 1 1 11 11 rl COMPANY 1 '! - z=- - 11 I L - - - - � L - �_ 11 11 1 u I � I II AvoN, COLORADo — — — — -- - — � — — l IV I I I 2' I I � � � 1} ----T 1AkI— _ �l — lJ ARCHITE OFRECORD 11ja ' 1 I I I I I r \ / I ►Us . 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ISSUE REVISION DATE ( 1L _ ----JI I — r 2 ' s. 9 lI A.S.L08A 09.16.05 - -- -- 4 L- I �'r - - - - - = == // Y I I r f II I1 A r.7 . . • : . .r. v - :: : .°' � ' " - - - 1 lUs ' 71 1 I 111 I „n / CO. 1 I I L----J I . . ' _ - - - - - -- - ,rr4xx- - - - - - - - :. _ x . '11 - - r - - - - - - - I l� • o: I � III- - - - - -1 \ ~ d rC' Tel ru ❑j 2, - - - - J - - - - - - - - - I _ _ _ _ _ ► 1 2, \ �-o / 1 ` / 11 U I 1 I ( 11 _- - - - - - J 11 ` 9 d I / hill v ^ ^ - � a � � I II I I I I I - .IT. - a - - - - - - - - - - - - - - - - - - -._1_ - _ _ _ -` ' '1 1 1 1 3' I I IVs • F - - - -IN III 11 I I 1 II 11 11 1 I 1 1 I p 2 ' III 1 1 1 1 I I 1 I I1 kA 1 I III I I Ilr j I r It I 1 SHEET NOTES@ I • I CRAW (SPACE PLUMS NG 1 FLAN I� SCALE. V4• fI r-®• I - - -1-j -1 J ' SAN UP. GENERAL NOTES: I I L - - - - - - - - - - - - p I I I I - - - - 1 + � NORTH L - - - - � FOR CLARITY- No WATER y� I. PLUMBING I5 SHOWN DIAGRAMATICALLY 1 I DRAIN 3 LINES SHALL BE RUN IN EXTERIOR WALLS- I I Lt I r - - L - - - - � J L _ _III -1 I j rl- - BUILDING 2 ' N I 111 I I CRAWLSPACE I I� 11 I I PLUMBING I I II I 1 M-& WINEERa INC PLAN ow E NAWT1oft. W9Ev?I " P . BR14A a 1 2 3 4 5 p wxsm, A . VON, CO. 1 i►�l: (9)D) % 6 m fa I") XIM ® 2004 42140 ARCHITECTURE, INC. 1 2 3 4 5 I I I I 1 p0 REQ pq'kS��c I ❑ c p � 9 a 0 �$ 337 SAS uP<DN ® . Mam I I I I `' f•. o I I I I ® I I w ® I I jE I w 3V GAS UPIID l/z • CWUProN -I 9 Illy 717 19 I A 0 I 34 ' GAS UPtpN I 1 I I I V y2 ' CW UP TO H -1 Ilia ' CxAS A (� � �T, Q r�-�i 1' GAS l ; N % N ? 1114 ' GAS DN 10 GAS UP V Z I ; 0 2 JJ I I I I I I I O I cAy�1 i I I I 3• Vf I, M,� �p CAPPED 4 VALVED GAS ' ' --- G�I�IECTION FOR FIREPLACE OWNER/DEVELOPER 3' so N UP 1 VAIL RESORTS S 2 1 I i I ulc-1-1 DEVELOPMENT COMPANY AVON, COLORADO 1 ARCHITFC`r OP RECORD VENT UP V20 DC4HW UP I L_3 I Lik 1144' SAN UPt 1 � ,V4 �- 3' SAN UP y2 / H4CW UP TO K-S ,I 11/2' µ..>Oemer• Colorado VENT UP t / / , I I - - - UP 3/4' MASTER PLANNER — & P TO RANGE DESIGN ARf.HITECI' 1/2 ' H4CW UP TO KS I 1/2 ' _ 1 1j2 1 1 • HART HOWERTON 3' SAN UP - 1 • NEW YOW NEW YORK lye ' ❑ — 3 3j40 G I 3x - - - — ` — _ - - - - - - — - - y2 ' (1033 MESH) NKMIRE&O NEWELL ENGINEERS, INC. 4 I H 4CW UP L 1 2 f . AVON. COLORADO 1 3/4 • GsAS UP TO RANGE I - - V I I GAS 1215 CFH)R MECHANICAL ELECIRK::LL ENGINEER 1/2 • I I N EN GOFERS, MC AVON.- Y AV( C(ri(Rt•ADO t G 3/4' - , _ I CIVIL ENGINEER : : _ . 1 /4 • _-i ! ALPINE,LN ENGINEERING,INC (1033 M5H) I l/2 . _ 1 3' SAN UP GAS METER 1 d- (1215 GFH) I, 1/2 ' I VENT Up 1 . PROJECT NUMBER: 20900.00 ap p I n n l 11/2 ' t 1 I \ I • I 1 L_ __J /� ISSUE REVISION DATE r/ 3' SAN U — / — — — — — A.S.I. 08A 09.7 6.05 1 .1 ' --- vttNT UP t-2 I 1 �i 1 i 11/2. \ \ W . r' .. `: - 3 u I I FD-I : s.: a ' - np --- - - - - - ' - - - I' DOMESTIC MAIN i J 1 RE: P325 FOR Cr, n 1/2 • 1 ' ' I I I I IN D ESTIC MAIN - � 1 IRE: "25 FOR CONT. 1 145- 1 111 I I I' 0 1 lie • CUTS UP TO -I L C UP TO J T III i O i i - - - - - - - - - - J 1/2 I I • H5-I SHEET NOTES 1 1 I iii 1 r - - � I ❑I SAN UP. I GARAGE 1 LEVEL L NG PLAN q I D I GENERAL NOTES: SCE_ 1�. _ _ _ _ J I I 2❑ PROVIDE GAS COCK AND I I II J L I _ _ - - J i GAPPED, THREADED CONNECTION. 1. PLUM5ING IS SHOM DIAGRAMATICALLY i - - - - NORTH l i14 FOR CLARITY. NO WATER OR DRAIN LINES SHALL 5E RUN IN EXTERIOR WALL$. I I i I Lt , - - - - 1 1 I L - - - - J L - - - - JI ( I BUILDING 2 GARAGE LEVEL II I ( PLUMBING � � I 1 a 1 I - ENG�NEER� INC. PLAN p GSM. W E P. B R14 B a 1 2 3 4 5 PEl: (fo) %09 000 fa IRV) X1951 © 2004 42140 ARCHITECTURE, INC. I 1 I I I vd' L DA����Fi 13 ' s 3/4' GAS ON I W GAS GOOK I I I II THREADED CONNECTION I THREADED CONNECTION �T4 O cl1 H o"i q' GAS TO OUTDOOR GRILL 3/ ' GAS DN AS GOOK ~THREADED CONNECTION 't - U) �GAS GOGK 1 4 GAS TO OUTDOOR GRILL I V 1 ^ 3j4' GAS DN 1' GAS ON I I I I W W � 2 , 1' GAS ON I I 1 CA P t VALVED GAS SUPPL j W O I ; ; I ( ( a 2 O ' ' _ I CAPPED 4 VALVED GAS SU ' PLY I ' II I 1 1'2 ' CW5 up OWTIER/DEVELOPER /, • cws UP VAIL RESORTS DEVELOPMENT t• HeewS UP] �w i COMPANY AVON, COLORADO ' SAN DN ` 1 VENT UP \RCeIIEC roPRECORD P2 ' DC4WW DN- I L _ _ J �� 1 I �� 1 I AN— — I I 11/4' 11/4 ' SAN DN �... I ` -I D*mmwtnsE 1' H4GWS UP r 1 — 3' I I I 't/2 • /2 • 0 VENT DN Demer, CoWraoo VENT UP 1 3' SAN P J _ 1 I 3/ ' GAS ON 2 -2- P-0- VENT V2 ' H4OW5 UP MASTER PLANNER loll 11/4• I❑ s 1 I I I 3,4• 4 ' QAl- 1 11/4' FROM BELOW DESIGNAR0HIDEfX. 1 1 3j4 ' HART I HOWERTON 0 3j4 ' UP -• •• I- 1/2 ' NEW'YORR,NE\VYORK V2 • � 11/j , VENT DN r - - 2 E 3/4�' UP I ' ' F , 1 STRUCTUIG\LENGINEER Vt V21 14 BELOW �[j I 1' 3j4 ' GAS PN I I Ji(h ROEAVO N. COLORADO O RA INEERS.INC 11j4' 1 / Iwc-1 1 ❑I 1�/4 • 3 P/2 • t AvoN. coLOw\Do 1.1 - 34 ' - - - - _ _ � - - - 11 r — — AtECH.\NICAL ELE(T1Uf..\L ENGINEER Y^ I 1 2' t M-E ENGINEERS, INC 1 3° SAN DN 1 AVON. COLORADO CIVIL ENGINEER I 11/2 ' I t ' 1 ALPINE ENGINEERING, INC I I I VENT UP 1 V,m. COLORADO 1 WC-I y2 • 2 I i �j tc/4• g• 1 J1 3• SAN DN 1 I I' H4G1 UP PROJECT NUMBER: 20900.00 4N— ................ -) - 1 1 I * ISSUE REVISION DATE I V2 , I VENT UP )= 1 — — — 11 — — — — — — — — B, � A.S.I. 08A 09.16.05 1' 144CWS UP I �I , 1 B A. 1 — — — — — — — — — t — — — L-2 - - - - - - I1 3 I I ❑ I I HB-1 I I I ( 3 n 1 I I I I I I I f 1 SHEET NOTES■ � GENERAL NOTES: I I I. PLUMBING IS SHOWN DIAGRAMATICALLY 1 I I I a SAN UP. FOR CLARITY. NO WATER OR DRAIN I LINES SHALL BE RUN IN EXTERIOR WALLS. I I GAPPED, THREADED CONNECTION. BUILDING 2 ' ' ' ' ' ❑3 PROVIDE REMOTE READ-OUT MAIN LEVEL I FOR GAS METER � PLUMBING ' I MAIN LEVEL PL ' MBING PLAN Q D ' PLAN M-E- ENrtN 1NC. SCALE: V4' • I'-®* P. BR14C e 1 2 3 NORTH 4 5 P.D. BUXSKiO. AVON, CO. 51620 PH: (9)O) 9494000 fm (9M) 441f-195') 2004 A" ARCIVTEMW4 IM, ELECTRICAL LEGEND �PpO RED/sl TYPICAL 9'-0' CEILING OR HIGHER o`�'. PR/F 'F9i so LIGHTING FIRE/COMMUNICATION oP [CAL V -02 CEILING � q p a 33309 ➢ O ® FLUORESCENT FIXTURE, SURFACE I'X4' 0 FIRE ALARM PULL STATION ; yJ 6a TYPICAL DEVICE MOUNTING HEIGHTS TOP OF CABINET ® o D FLUORESCENT FIXTURE, SURFACE 2'X4' yy�1 FIRE ALARM HORN W NO SCALE TOP OF CA INET pAgcp CONTROL PANELS ® FLUORESCENT FIXTURE, RECESSED 1'X4' i X FIRE AELARI--1 STRPO13E •• •' NOTES: 1. HEIGHTS SHOWN ARE TYPICAL TO CENTERLINE OF TOP OF CABINET NOTE- ALL DEVICES INDICATED FLUORESCENT FIXTURE, RECESSED 2'X2' � FIRE ALARM HORN W/STROBE SOX UNLESS OTHERWISE NOTED_ F'�p �' TO 5E INSTALLED AT DIFFERENT XX (CANDELA-SCRIPT) MOUNTING HEIGHTS AND LOCATED ® FLUORESCENT FIXTURE, RECESSED 2'X4' DUCT DETECTOR 2. WHERE EVER DEVICES ARE INDICATED TO 5E ABOVE (WALL PHONE) WITHIN ONE STUD SPACE FROM un DOORS, DEVICE SHALL BE CENTERED BETWEEN TOP V �® EACH OTHER SHALL ALIGN NOTE: SHADED FIXTURES ARE Q SMOKE DETECTOR V � OF DOOR TRIM AND CEILING LINE. VERTICALLY, ON THE SAME SIDE EMERGENCY FIXTURES. W 61NGLE OR w OF THE STUD. WHERE WALL GANGED, Z MOUNTED TELEPHONES OCCUR OVER f--0--+ FLUORESCENT STRIP FIXTURE, CEILING; Q HEAT DETECTOR ALL TYPES) Z MTD, LEITH AS SHOWN V 3. MOUNTING HEIGHTS SHOWN ON ARCHITECTURAL ELEVATIONS � � zz � LIGHT SWITCHES, VOLUME CONTROLS, o MAGNETIC DOOR HOLD E'1 SHALL APPLY IN LIEU OF THOSE SHOWN ABOVE. i O Zx i ETC. OFFSET ONE STUD SPACE. FLUORESCENT STRIP FIXTURE, WALL Z O O a I�t N �� MTD, LENGTH AS SHOWN EM FIRE ANNUNCIATOR PANEL W V V V 9 9 U 0. Q FIXTURE, WALL MOUNT FAGp FIRE ALARM CONTROL PANEL Immi 4. MOUNTING HEIGHCTS SHOWY ON ELECTRICAL FLOOR PLANS OR 9 0 0 '� .9 ELEVATIONS SHALL APPLY IN LIEU OF THOSE SHOWN ABOVE, m EIRE, SURFACE GEILINC;/PENDANT .1k REMOTE INDICATOR MOUNT NI FLOW SWITCH FIXTURE, RECESSED CEILING F-I C FINISHED FLOOR ® ® RECESSED WALL WASHER W4 TAMPER TAMPER SWITC ® CEILING POLE MOUNTED LIGHT - NUMBER SPEAKER,OF FIXTURES SHOWN V PHONE OUTLET (VOICE) W EXIT LIGHT, WALL 0 DATA OUTLET u T VOICE / DATA OUTLET ® EXIT LIGHT, CWLNG NOTE- ARROWS INDICATE DIRECTIONS, ® VOICE / DATA OUTLET - FLOOR MOUNT eSl SHADING; SHOWS FACES AND ® TELEPHONE 5ACK50ARD ORIENTATION EMERGENCY, WALL/CEILING MOUNT VIDEO F-CONNECTION OUTLET O POWER AND WIRING ONLINE SYMBOLS W O m -® a `Y RECEPTACLE, USED SWITCH TACLE, SINGLE, WALL MTP_ O rL CIRCUIT BREAKER qp RECEPTACLE, DUPLEX, WALL MTD. r SWITCHED RECEPTACLE, DUPLEX, PANELBOARD OR ENCLOSURE v WALL MTD_ � RECEPTACLE, DOUBLE-DUPLEX, MECHANICAL EQUIPMENT SCHEDULE WALL MTD_ ��� TRANSFORMER - DELTA t0 RECEPTACLE, DUPLEX, FLOOR MTD_ a^r}^^ GROUNDED WYE DESCRIPTION HP KW FLA MCA VOLTAGE/ SWITCH 4 RUSE SIZE/TYPE BRANCH CIRCUIT SIZE REMARKS oux Ex/DeaeLOPEx - �� SUBSCRIPTS INDICATE FOLLOWING: M CURRENT TRANSFORMER 1/21C G - ISOLATED GROUND FAUL CIRCUIT METER - TYPE AS SHOWN VAIL RESORTS DW-I DUMB WAITER I/6 - 4.4 - 120/1 20A-1P, WITH OL'S 2 M2, •12G, INTERRUPTED A - AMMETER WP - WEATHERPROOF ENCLOSURE O V - VOLTMETER DEVELOPMENT EF-i,b EXHAUST FAN - 20154 - - 1200 20A-IF, WITH OL'S 2 012, 012G, 420C - TVS6 - TRANSIENT VOLTAGE SURGE WHM - WATT-HOUR METER COMPANY SUPRRESSOR MM - MULTI -FUNCTION METER EF-2,3,41 EXHAUST FAN - .044 - - 12011 20A-IP, WITH OL'S 2 0121 012G, 1/2 'C - SPECIAL RECEPTACLE AS NOTED, DISCONNECT SWITCH AVON, coLORAno n WALL MOUNTED 0 POLE SIN SWITCGLE Axr.H1TE oExe oxD H, EF-6 ENTERTAINMET SYS FAN - 15 - - 120A 20A- IF, WITH OL'S 2 0121 VC-se V= 'C - MOTOR - HORSEPOWER AS SHOWN $2 SWITCH, DOUBLE POLE � �,, KEF-1 EXHAUST FAN (2) 1125 - - - Y10/I 20A-IP, WITH OL'S 2 012 012G, �x 'C - r3 �r4 SWITCH, TWREE-WAY / FOUR-WAY _ GROUND CONNECTION I P-12 PUMP 5OILER CIRC. - 314 - - 120/1 20A-IP, WITH OL'S 2 0I2, *12G, V2 'C - $K $KS SWITCH, KEY OPERATED, SINGLE • Denver, Colorado-0 POLE / THREE-WAY --'_ FEEDER (WITH CONDUIT) P-314 PUMP SNOWMELT - 185 - - 120A 20A-1P, WITH OL 'S 2 012, VG, 1'2 'C �+ 1' SWITCH, PILOT LAMP ABBREVIATIONS MASTERPL\NNER DESIGN ARCHITU.T '1 P-5,6, PUMP HW6 - .205 - - 12011 20A-IP, WITH OL'S 2 +12, h2G, V2 NC - $ ° SWITCH, DIMMER CONTROL A, KA Al1PERES, KILOAUMPERES HART I HOVG'ERTON j SWITCH, JAMB P-8 PUMP HWS - 245 - - 120/1 20A-IP, WITH OL 'S 2 #12, 012G, V2 2IC - BRKR C0NOUI BREAKER PUSHSIUTTON STATION C CONDUIT rn (EPO • EMERGENCY POUR OFF) v , 1 MUCrURAL ENGINEER P-s PUMP HWG - A�89 - - 120/1 20A- IF, WITH OL'S 2 •12, +92G, 112 'C - CKT CIRCUIT MONROE & NEXTELLENGINEERS, INC *To MOTOR TI- ER MAL OVERLOAD SWITCH AVON, COLORNDO CONT CONTINUOUS, CONTINUED P-10 PUMP DHW - .122 - - 120/1 20A-IP, WITH OL 'S 2 #12, •12G, 12 'G - F,(:FIANtIEENGINEERS. RSIC EER CONDUIT, CONGEALED (WITH tURNUPJ E EXISTING +I-E ENGINEERS. INc ELECT ELECTRIC AVON, COLORW)O 15-12,3,4 501LER - - 12 - 120A 20A-IP DISC. SWITCH 20 •12, •12G, 1/2 2IC - G�1 CONDUIT, CONCEALED (WITH TURNDOWN) CIVIL MISTER STEAM s FUSE VAIL, ENGINEER MS-1 - 15 - - 2(D8/I 60A, 2P DISC. SWITCH 2 •✓�, •IOC, �4'G - 4 C^^ DUIT `ST� ALPINEENGINEENING,I f.. STEAM SHOWER vmL, coulxum CONDUIT, UNDERFLOOR OR HP HORSEPOWER BELOW GRADE HVAC HEATING, VENTILATION, �— CONDUIT, EXPOSED AIR CONDITIONING PROJECT NUMBER: 20900.00 r� HOME RUN - DESIGNATED PANEL KVA KILOVOLT-AMPERES ISSUE REVISION DATE XX-XX AND CIRCUIT MC5 MAN CIRCUIT BREAKER on PANEL50ARD - POWER/LIGHTING; MLO MAIN LUGS ONLY AA A.S.L 08B 10.07.05 O JUNCTION 50X, FLOOR / WALL MOUNT NF NO FUSE ® POWER POLE NL NIGHT LIGHT NO NUMBER a MOTOR CONNECTION PH PHASE DISCONNECT SWITCH - AMPERES, P POLES POLES, FUSING, ENCLOSURE AS SHOWN PNL PANEL COMBINATION STARTER - NON FUSED UON UNLESS OTHERWISE NOTED DISCONNECT SWITCH y {�y VOLTS, KILOVOLTS ® MOTOR STARTER O THERMOSTAT - REFER TO MECHANICAL W WIRE LEGEND AND �-� ScHEDULES BUILDING # 2 v BR14 KE ENGINEERS• INC. is P.D. M SNP, AVON, W, "0 E0 . 12 'r NH: (m) ' 0 w we (m) *0-1%1 4004 42140 ARCHITECTURE. Inc. RESIDENCE LIGHT FIXTURE SCHEDULE TYPE B UNIT BP QPQp REG/SlF LOdATION: 2nd. Level Utility Room All Unitp. 208Y/120V 3PH 4-W 0 9 LIGHTING 3 W/SF 3280 9840 W 200A UdH c1�;' pPPRIF<<y Fa MANUFACTURER/ LAMP CIRdUrr TYPE ALTERNATE CATALOG NUMBER DESCRIPTION VOLTAGE SYLVANIA MOUNTING NOTES SMALL APPLIANCE 1500 W 2 3000 W lOKA �HORT ; a 33309 CAT. NO. LAUNDRY 1500 W 2 3000 W MUO RATING1 BATH CIRCUITS 1500 W 5 7500 W dROUND BUO 6 ' UNIVERSAL RECESSED IC HOUSING f5W 23340 W A ELITE B61C-AT 563M WH RATED UP TO 15WATT PAR30, E R30 AND 120V INCANDESCENT RECESSED - CK4 KT A19 LAMPS. FIRST 3000 WATTS AT 100% 3000 W NO. DE dRR3TioN BRKR P KVA PH KVA P HRKR Dio dRIP1170N N0. (O /¢ 05� 1 PANEL BP2 100 3 12.05 A 0.75 1 20 RANGE AND HOOD 2 6 ' UNIVERSAL RECESSED IC HOUSING 15W LIGHTING DEMAND 0.35 7119 W 3 12.05 B 0.90 1 20 Refrigerator 4 RATED UP TO 15WATT PAR30, 5830 AND INCANDESCENT B ELITE 861G-AT 8636W WH 120V RECESSED - 5 12.05 C 0.75 1 20 Kit. Counterto Rec. 8 r A19 LAMPS. DIET LOCATION W/FRENSEL SUBTOTAL 10119 W V J L� e03( 7 Kit Countertop Rec. 20 1 0.75 A 1 .20 1 20 Disposal 8 ITT 9 Livin room Rec. & Shades 20 1 1 .08 0.75 1 20 Kit. Countertop Rec. 10 F +y 6' UNIVERSAL RECESSED IC HOUSING RANGE (gas) 1200 W 1 8000 W r , 15W JACUZZIE TUB 1200 W 1 1200 W * C 1 .00 1 20 Dishwasher 12 v G ELITE B61C-AT B609W WH RATED UP TO 15WATT PAR30, BR30 AND 120V INCANDESCENT RECESSED - STEAM SHOWER 7500 W 1 7500 W 13 Bath #3 Receptacles 20 1 0-75 A 0.75 1 20 3rd Lev. Hall Rec. 14 � O A19 LAMPS. WITH WALL WASH REFLECTOR DRIER 5000 W 2 10000 W 16 Mister Steam M. 225 40 2 3.80 B 0.75 1 20 Mosterbed. Rece t* 16 AIR CONDITIONING 18950 W 1 18950 W 17 3.80 C 0.75 1 20 Masterbath Rece t. 18 LOW PROFILE CEILING SURFACE MOUNT (2) 32W TS 19 SPARE 20 1 A 1 .00 1 20 Washer 20 D LITHONIA CIRRUS 11602 120 W13 W/MATTE WHITE ACRYLIC DIFFUSER 120V FLUORESCENT CEILING - TOTAL 55769 W 21 Masterbath Lt. 20 1 1 .00 H 3.00 2 40 D Dryer 22 A r ELECTRONIC BALLAST. C 3.00 24 �) /�/�� 0 AMPS AT 208V 3 PHASE 208 V 154.9 A eo,3 25 Kitchen It. 20 1 1 1 .60 3 60 Spare 28 E TROY LIGHTING OR vERONA BC06891At3Z 120V WALL SCONCE. SOLID BRASS CONST. W/ (2) 60W WALL _ 27 SPARE 20 1 1 28 [Y] [~ R! SCONCE G EQUIVALENT RUST FINISH. SEEDY GLASS. CANDELABRA C 90 W 31 A 2 35 Spare 32 C 33 H 94 � V TROY LIGHTING OR II' VIA. X 26' H PENDANT SOLID BRASS (2) 60W CHAIN 35 Spare 20 2 C 2 25 Spare 36 � F VERONA FGD6833BZP 120V EQUIVALENT CONST. W ROMAN BRONZE FINISH CANDELABRA HANG 37 A 38 ;-4 W 39 Ughting Lighting Garage 20 1 1 0.501 H 1 0.25 1 20 Crawls ace 40 FTC to 41 Dis sal Dinnin RM 20 1 1 .20 C 1 1 .00 1 20 Livin room Lts, 42 Frl �Wyy > LUCIFER OR 24V XENON UNDER CABINET STRIP, 4' 5W _ LOAD KVA FA R DEMAND KVA ONNE DD LOAD W G EQUIVALENT 25JA%245XFRCL CENTERS WITH ACRYLIC LENS 24V XENON SU AGE LIdHTiNd 3.50 1.26 4.38 18.85 PHAOE A REdEPTAdLE0 10.00 1.00 10.00 24.08 P E H Z 5' W. X 21Y4 L X 1' DEEP UNDERCAvNET 0.98 0.60 0.49 25.05 PHAOE C Q H ELITE EU-21 LIGHT W/POLYCARSONATE LENS AND 120v (1) F13 T5 UNDER _ KPPdHEIN 0.75 0.75 67.98 TOTAL CONNE D LOAD � ~ OR EQUIVALENT ELECTRONIC BALLAST. FIELD VERIFY FLUORESCENT CABINET g✓ bmj NUMBER AND PLACEMENT. ELEd. HEAT 0.00 1 ,001 0.00 189 AMPERE MOTOR & HVAd 4.40 1.00 4.40 O 10)'40 H X 5' W X 4-44 DEEP OVAL SINGLE LAROEPT MOTOR 1 -60 1.26 2.00 ` K WATERWORKS JMLT32 SCONCE UWATTE NICKEL FINISH. PLEATED 120V (2) 4OW WALL _ NONdONT. + 1.25*dONT, 43.75 43.75 V SHADE FINISH. CANDELABRA SCONCE 'DOTAL LOAD KVAJ 64.98 65.76 AMPEREP 0 20OVI 180 183 11%1 W X 5'H X 5%0DEEP HORIZONTAL NOTE : L WATERWORKS 2 ) 100W WALL ORKS NWLT S0 MIRROR SCONCE W/MATTE NICKEL FINISH. 120V gCOLL - * Provide with AFCI protection. FROSTED GLASS SHADE FINISH. INCANDESCENT D\VNER/DEVELOPER 6 ' RECESSED SLOPED CEILING HOUSING 15W VAIL RESORTS M ELITE 5361C-AT 133SIW WH TO 6J§'-12 PITCH- HOUSING RATED TO 15W 120V INCANDESCENT RECESSED - PAR300 5830 AND AI9 LAMPS. DEVELOPMENT 6' RECESSED SLOPED CEILING HOUSING 15W A OMCOLORADO N ELITE B3&IC-AT B614W OV WH TO W)4'-12 PITCH. HOUSING RATED TO 15W 120V INCANDESCENT RECESSED - PAR30, 5830 AND Al9 LAMPS. ARCAITEC 1 OF RECORD ADJUSTABLE EYE. 6'UNIVERSAL RECESSED SLOPED CEILING 1 PAF[F*,A P ELITE 53110-AT 5391W WH ts'A D TO P TO PAR30, 1BR30 AND AI9 120V INCANDESCENT RECESSED - BP2 LAMPS. LOdATION: 2nd. Level Utility Room All Unite. 20BY/120V 31PH 414 Denver, Colora do & 'UNIVERSAL RECESSED SLOPED CEILING 100A MIA Q 5361C-AT 5605 WH HOUSING UP TO 6V-12 PITCH. HOUSING 15W _ ELITE RATED TO 15W PAR30, 5R30 OR AI9. 120V INCANDESCENT RECESSED 10ICA (SHORT CIR UIT nSrER PLANNER RATED FOR WET LOCATION OEMO RMd DES1cNAnamECr dROUND HUO HART HOWERTON &'UNIVERSAL RECESSED SLOPED CEILING R ELITE B361G-AT 5605P BK HOUSING LIMITED TO 4OW PAR30, BR30 120V 40W RECESSED - CKm NE\r YOR NE\{• YOR OR AI9. RATED DIET LOCATION W/FRENSEL INCANDESCENT FEEDER SCHEDULE NO. DE dRIPTION HRKR P KVA PH KVA P BRKR DD dRwTlON NO, Lam'` 1 Washer 20 1 1 .00 A 0.54 1 20 Dumbwaiter motor 2 O & NEWTILE GIVER �fONROE & NEWE[i ENGIN ERRS, INC LITHONIA CB-2-32-120-GE5 2 LAMP FLUORESCENT FIXTURE, PRISMATIC 120V (2) F032/835 CEILING _ E SETS CONDUCTOR CsND CONDUIT 3 Dryer 30 2 3.00 B 2 20 Spare 4 AVDELE(--F ADo 1�Y SIZE a QTY' YfEC31ANIG\L ELE(TRR::V. EN(:INF_F.R LENS, WITH ELECTRONIC BALLAST SUF3=ACE 6 3.00 C 8 u-E ENGINEERS, INC 1 4 4 350 KCMIL - 350 7 Bedroom #1 Rece t.* 20 1 0.75 A 0.75 1 20 Famil room Rece t. 8 AVON, COWRAIX) 2 LAMP FLUORESCENT STRIP LIGHT WITH CEILING 9 Bath 2 Receptacles. 20 1 0.75 B 0.75 1 20 Famil mn Hall Lt. 10 CIVIL ENGINE•FR 7 LITHONIA C-2 -32-120-GEB ELECTRONIC BALLAST 120V (2) F032/835 SURFACE 2 6 4 *400 KCMIL - 3 IR 'C ALPINE ENGINEMNG, INC - 3 1 4 *250 KCMIL 2 30C 11 Bedroom #2 Rece t.* 20 1 0.75 C 1 .00 1 20 Bed Bath #2 Lt. 12 eAI., COLIR:wO SINGLE LAMP 100W INCANDESCENT 100W CEILING 13 2nd. Lev. Powder Rec. 20 1 0.75 A 1 .00 1 20 Bed Bath 1 Lt. 14 U -- - - FIXTURE 120V INCANDESCENT SURFACE - 4 I 4 M4/0 4 3'G 15 2nd. Lev. Utility Rec. 20 1 0.75 B 0.75 1 20 Breakfast Nook Rec. 18 5 1 4 +'3/0 4 30C 17 2nd. Lev. Hall Rec. 20 1 0.75 C 0.75 1 20 Dinin room Rece t. 18 PROJECT NUMBER: 20900.00 6' SINGLE LAMP RECESSED FIXTURE, 50W W ELITE 5L6 -15-AT 51605W WH MRIb NARROW SPOT LAMP, WITH FULLY 120V (1) BOMMCPA46F RECESSED - 6 1 4 *2 8 I V40C 19 Bath #1 Receptacles 20 1 0.75 A 0.84 1 20 Dining Rm.chandelier 20 21 1st.Lev. Hall Rec. 20 1 0.75 B 1 .20 1 20 Powder Hall S eciol 22 ISSUE REVISION DATE ADJUSTABLE 90' TILT LENS l 1 403 8 1 1/4'G 231 Undercounter Micro 20 1 1 .00 C 0.85 1 1 20 Main U r. Str. Lt. 24 LEVITON OR BOW SINGLE LAMP PORCELAIN KEYLESS 50W CEILING _ 8 1 3 % 10 1'C 25 HEAT TRACE 20 1 1 .25 A 1 20 Spare 2B A.S.I. os 07.01 .04 X EQUIVALENT 9814 FIXTURE 120v INCANDESCENT SURFACE 27 HEAT TRACE 20 1 1 1 .25 B 1 .25 1 1 20 HEAT TRACE 28 ® A-S1. 08A 09.16.05 NOTES. a. SHALL 5E SUITABLE FOR WET/DAMP LOCATIONS AS APPLICABLE. 29 Spare 20 1 1 C 1 .25 1 20 HEAT TRACE 30 b. PROVIDE PHOTOCELL ON PHOTOCELL OFF CONTROL FOR ALTERNATE *2 ADDRESS MARKER 31 Spare 20 2 A 1 .40 1 20 B- 1 32 A.S.I. 08B 10.07.05 33 B 1 .40 1 20 B-2 34 36 Spare 20 2 C 37 A 1 .50 1 20 Entertainment System 38 1 .50 1 20 Entertainment System 40 41 Phone & Securit System 20 1 0.36 C 1 .20 1 20 EF-6 Entertainment S 42 0 AP2 BP2 5P2 5P2 AP2 AP2 AP2 BP2 AP2 15M LIdHTINd 5.64 1 .25 7.05 10.53 P E A REdEPTAdLE 10.00 1.00 10.00 13.35 P E H 1 I 2 2 3 3 4 4 5 5 1 .61 0.60 0.81 12.51 PHA OE C KI mfi 1 .00 1 .00 36.39 TOTAL CONNE 'PEI LOAD loud_ HEAT 3.75 1.00 3.75 101 AMPM19 1 l MOTOR & HVAd 5.54 1 .00 5.54 LARGE MOTOR 1 .60 1.26 2.00 UTILITY PAD MOUNT AP 5P BP BP AP AP AP BP AP BP HP3 NONdONT. + 1.26*dolm 6.00 6.00 TRANSFORMER AI TOTAL LOAD "A 35. 14 36. 15 1 1 2 2 3 3 4 4 5 5 AMPERE 0 208V 98 100 NOrrD * Provide with AFCI protection. NEMA 3R 3 3 5 5 5 5 5 5 4 4 5 ENCLOSURE $ 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P e 200A 200A 200A 200A 200A 200A 200A 200A 200A 200A 200A SINGLE LINE & 2 METER METER METER METER METER METER METER METER METER METER METER PANELBOARDS UTILITY PRIMARY 2 65KVA IR BUILDING # 2 BR 14 CIRCUIT RESIDENTIAL STACK METER MODULES BREAKER 208, 31, 4 WIRE INCOMING/OUTGOING �F - - MI MODULE ELECTRICAL ONE LINE DIAGRAM - CENTRAL ENCLOSURE M-E ENGtNEE�S, tNC'. d E022 0 SCALE= N.TS_ 08 a* E EON ,,. ; , _ 1 P.O. WXWo ANON. CO. 81M F; , ;; PH: (W) 'XF 4M fAX: (IV) 91091959 2004 4" ARCINWIRMEs W" p0 REG/ KEY NOTES.oe?;.•••'••.srF9 - - - -- ❑ ❑ ❑ ❑ COMPANY 4 C•21E:STICOMMUNICATIONS. �o;:pPPR/FC o ti 33309a ❑ ❑ ❑2 PROVIDE ALL TELEPHONE JACKS WITH o/ ® GAT-5 GABLE. ❑ 11 • . as - - ❑ PROVIDE A DEDICATED 20A CIRCUIT FOR GAS RAWxE GE HOOD.ELECTRIC POWER AND GAS RAN ® PROVIDE 120V CONNECTION FOR SNOW 4 ICE MELT. COORDINATE LOCATION WITH 5P2-25 I5 -II 9 ® ® ARCHITECT 4 J A C0114 ® ❑5 VERIFY LOCATION OF BED-WALL BEFORE W O INSTALLING SWITCHED SPLIT ( � �z RECEPTACLES. V T 8 —40 � ® i © VERIFY POSITION OF FLOOR Z 0 Q 0 RECEPTACLES WITH OWNER w 1..7 ❑ COORDINATE FIREPLACE t SHADE ® _ im SWITCHES M GANG BOX WITH EXISTING /•� I LICsHTMG SWITCHES IN THIS AREA SEE ^ 1--1 2 SVAW LIGHTING PLAN FOR NUMBER AND V J ® ® PLACEMENT OF LIGHTING SWITCHES. [� W cn ❑ 11 ® PROVIDE A DEDICATED 20A CIRCUIT FOR f� Z �✓ W ® \ ENTERTAINMENT SYSTEM. VERIFY O LOCATION OF ENTERTAINMENT SYSTEM V s 5m_ PRIOR TO WOWR F� V W A vmmr 5P2 -13 ur ,eR ® ®' ❑9 POWER TO DOOR FOR ELECTRIC STRIPE, ' COORDINATE WITH SECURITY SYSTEM W W W =v1PE mp ® 120V CONNETION FOR � ' G -35 221 MOTORIZED SHADES. VERIFY LOCATION v z mwwsm e,Rrc - AND MOUNTING HEIGHT PRIOR TO WORK. m E300 SEE DRAWING 2/EIJ2 FOR SWITCH W 0 LOCATIONS. -/ a PROVIDE 120V CONVETION TO EF-6 O BP2-1 1 U LOCATED IN CRAULSPACE BELOW. VERIFY LOCATION PRIOR TO WORK. r , B v SWITCHES FOR MOTORIZED SHADES SEE 9 3/EIJ2 FOR LOCATIONS OF SHADES_ +48' 1 II 4 A 4480, G ❑ -21 -._ .. . BP2^19 I CIF OWNER/DEVELOPER BP2-2 VAIL RESORTS - 5P-3 DEVELOPMENT 4 COMPANY ELECTRICAL PLAN-ROOF --� Lk pz AVON, COLORADO SCALE= 1/8' 111 1'-0' I ELECTRICAL PLAN-FIRST FLOOR ARCHITECT OF RECORD NORTH EI 12 SCALE- I/S' = I'-0' BP2-30 ® — Denver, Colorado 7 ® i i DESIGN :\RCND'H(T I, I HART HOWERTON LEVEL TO NEW YORK NEW YORK BP-9 ®G ABOVE TO LEVEL BELOW S�UnTjR,� ENGINEER MONROE & N CELL EN(:INEERS,INC BF'2 -I8 G AVON, CO1.01INDO M l \TECH 1NIf_11. FIECIAIG\1 ENGINEER WP - b - - - %I E ENG INEf:RS, INC :\\'ON, COLORADO CIVIL ENGINEER 81116 WOI .\LPINE ENGINEEIUNG, ING CUM TO LEVEL ® VAIL, CAIIR.4x) ® J 10 BELOW A O "' —41 @ _ _ - J PROJECT NUMBER: 20900.00 A ❑ "' BP-I(2 5P-I4 ISSUE REVISION DATF. G i I ®®A.S.L 08 07.01.05 A}* t ; _ A A.S.I. 08A 09.16.05 ® A.S.I. 08B 10.07.05 A 7 1 � BP- A r ENO WASHER 51 BP-12 D OS AL _ SP-1$ I RVI. MS m i I BP-S j wm o ® s BP-10 Y _] mum - - BP-22, 24 °p1N0p" - V ® rRx BP-2 (D 220V DRYER WASHER - - roue INRI - - - wmm anstr BP-4 wn rRmr I 5P-20 aogr -- ww BP2- I6 ❑ ; 9 BP-15, 17 BP ® ® 3 ❑ UJP 5P 11 5P2-11 © [� ELECTRICAL POWER PLAN - BP2_I3 BUILDING #2 a 2 ELECTRIC L PLAN-SECOND FLOOR E32 ELECTRICAL PLAN-THIRD FLOOR a D BR 4 EU2 SCALE= I/8' I'-0' a D fN-E ENC,tNEERS, we. NORTH 191� r, pp(ig E gEAI/ BIVR WE 30 E1m12 Ng NORTH P P.D. Box owe AM Co. p" y � Nz MO) 9494000 fAX: MO) 1110-110 ® 2004 42140 MMff =s M KEY NOTES: El VERIFY WITH ARCHITECT LOCATION OF SWITCHING AND LUMINARE PLACEMENT WITH o�00 REG/STF 7.1 no DOOR 1 '• 9 ❑ al O pAR/F E2 ❑ ❑ VERIFY SLOPED CEILING FIXTURE, WET n ❑ LOCATION. FINISH BY OWNER = ti 33309 v ri ❑ ® ) n3 CONNECT t0 UPSTAIRS LIGHTING. ' . i ; ® PROVIDE 120V CONNECTION TO MINER SUPPLIED FIXTURE. COORDINATE LOCATION f AND REQUIREMENTS WITH OWNER CONNECT TO FIXTURES LOCATED ON LEVEL _ ABOVE- SEE 3RD FLOOR PLAN FOR r ^ FIXTURE LOCATIONS. V J m w O -_-- =- ❑ NOT USED. ® mp Q CONNECT TO FIXTURES LOCATED ON LEVEL ❑ ❑ BELOW. SEE 2ND FLOOR PLAN FOR Z ® Z p CONTINUATION ® CONNECT TO SWITCHING BELOW. SEE 2ND B B 12 ® FLOOR PLAN FOR CONTINUATION n 2 _ I�1 ❑g NOT USED r~^ Q O BP2-32 L ® 15P2-34 MECHANICAL E - 004 ® s ' ® LOCATED IN CRAWL SPACE BELOW. W IF U 11 PROVIDE 120V CONNECTION TO PLMPS W O 13P2 36 : B I 1 LOCATED IN THIS AREA II 5P2-12 L _ OF Q SEE POWER PLAN E1.12 FOR SPLIT CIRCUIT x V LIGW INC IN THIS AREA to p CHANI uc ,en OWER - ® CAD' 7JTRY eom _._ - - EF w 3-WAY SWITCHING FOR LANDING LIGHTING W W T L _._w I -- - - - n BETWEEN FIRST AND SECOND LEVEL. ^/ 1�1 fn ® — f W W N nil III BP-40 C C ® NOT USED. ( 1 `-s - - 10lmt t `/ i ® - ® r - O W H N 1 ' aaxf � - m --- GENERAL NOTES: O ` 1. LIGHTING SHALL BE CONTROLLED AND r !� t 5P2-14 SWITCHED BY LUTRON 'DIVA' DIMMER c PADDLES. REFER TO ACH SPECIFICATIONS SHEET. ED 8 'X11' ENLARGED FIRST FLOOR 4 ECH/STORAGE ROOM P N BP-39 EI22 SCALE- 1/4' = 1'-0' ® O L R \- ES 2 VAIL RESORTS NORTH DEVELOPMENT COMPANY AVON, COLORADO ELECTRICAL LIGHTING PLAN—FIRST FLOG 4 D C ,1RCHITECTO FREC.ORU EI22 SCALE= I/S' = I'-0' Denver, Colorado I per - - INI,)S ERPLANNER j & - - DESIGN .ER('HITE(7 HART I HOVb'ERTON - - - - NFW' YORIi, NER'YORF ml% A 9'RUCI'UR.ELFNGINEF;R Q� INKNI ) & NEWELL ENGINEERS, INC BP-42 _ '� - - _. __ 1VON. COLORADO - - - - AfECHANIGELELECTER5, 1FNGINEER _ • 1 P - - / - \i-E EIK;LYEERS, INC l II^__- ,I'-• .LYON, COLORADO CIVILENI / ❑ ` - - - - IIwIFR ALPI VAILN(.C)I.ORll]O, 1NC_ ® 0 O s i O PROJECT NUMBER: 20900.00 wan �❑ a - ISSUE REVISION DATE S P2-20 � : 1 P � � -_, ®AAS.I. os 07.01 .05 - - 1 A ® A.S.I. 09A 09.16.05 o A - I . 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I ( I i � I I I I W Z o Iwo y V - _ 4 . r ,F O O 1 i 41L0927 * 09/1L SEE SHEETS C007d 11 1 �f 27 AND C007B FOR STORM 11 DWNFR,DEVHOPER PROFILES / ( 11 ` VAI L RESORTS ; f 1 ' DEVELOPMENT COMPANY � I� f � � AVON, COLORADO q _ 1 0 �� AR RECORD 1 C,iR'ECI'OF As) ( � 3 79 11 1 o 3 ES p*wm11r(Rmj CONNECT DRAIN PIP SLOPS GARAGE FLOOR TO ROM TUNNEL INTO 1 Sf�s) DRAIN TO TRENCH DRAIN PROPOSED STORM SEWER II Imrnir. Gow� n r 1'9% � , MANHOLES ( TYPICAL) - - - - _- - r- '✓ 5` - -- _f - DESIGN CHL1Pd.T Qs - 3 20 _ . - � _ � - _ _ HART I HOWERTON I ° - . _ PRO OSED f _ , 3ste $) -�—�Y� _ (3sfepsj- NEWYORR,NEWYORK w. /,` GA AGE FL R s. 5 I I �o� o � �• S L E � 6• �: . - - - GRAD ��RAL ENGINEER t 6.48 s. s 40 PR POSED - MDNR �°IARADO _. 106, 842 i A T D °w ' -� - • , MBCFIA[nGL FJ.�1F8�IRCCAIYGIIdBER r p 35 _ SA D X01 L 70 _TO D I i V. C.LO : - __ ._-. AVON. COLORADO V 4 .Q _ 8'0ss> s. � s s2� o ' TRCEPTO 11 INTO I E C H A ' AL Il ALPINE ENGINEER COLORADO INC i 1 . s PROPOSED - - _ �� PROP-O RE . M NI OS 8s GRADE HOSE BIB - PROJECT NUMBER 84253.3 o � J os is RE: MECH .8+ OO ° e1 8 104, 8 1 04. 48ino" ISSUE RVSION DATE 4PROPOSED-_ - os 3" PVC OUTLET, C01�1NEC o TUNNEL FLOOR i 8 ozoLOS ' i �_>� 0 2j TO AREA DRAIN PIPING SLOPE y RE: MECH . SHEET SP3. 2A1 _ % — -- 1 . 00 % 3 PROPOSED PR C 870 ARE AREA DRAIN 870 s. > 104- 69 :22 STA 7 + 11 . 67 + oo s+ oo _ r - _ . _. - • i I i i DE TUNNEL FLOOR _ - . _ _ - . - -- A CATIONS PROPOSED 6 " ZURN Z- 886 � RE : MECHANICAL PLANS 1PROPOSED I TO DIRECT TRENCH DRAIN , 20 LF (3 FOR TUNNEL DETAILS TUNNEL FLOOR i INTO AREA DRAIN SECTIONS) WITH 3 BOTTOM PLUMBING PLANS ELEVATION i THE WEST. PROPOSED TRENCH DRAIN SHALL BE 3" SOUTH OF GARAGE DOOR TO AVOID 0. INTEREFERING WITH PROPER CLOSURE OF GARAGE DOOR i o ag T 0 TUNNEL FL00 I GRADING & North PINE DRAINAGE o PLAN BLDG . o io' 20' Scale: 1 " = 10' ENGINEERING INC I ry . C005 ," FAx , i - BR14 o Rrn n 3'.-q" X 5'-q" X 10" FOOTING WITH (4)-*5 1 2 3 4 LON64TWINAL AND 5 b (b)-N5 NSVERSE a# al X 3'-q " X 10" ® 2004 42140 ARCHITECTURE, INC. I I I 1 1 FOOTING P41TH (4)-N5 SHEAR WALL SCHEDULE a'-n 12 -n ^ 13'-8" 13'-e• Iz -n • 4'-u "LIP EACH WAY (TYPE QA ) WALL - FRAMING SHEATHING AND BAND REMIREMENIT BLOO IiIi"IM SILL PLATE FLOOR TO FLOOR FOUNDATION ANCHOR I I I I I 6 TYPE REQUIREMENTS FASTENER PATTERN AND ATTACHMENT TO BOARD ATTACHMENT ATTACMENT HbID-DOWNS HOLD-DONN5 BOLTS I 3'-q'• X 5'-q'• X t0" I II I 2 TUNA. ON PLAN) ROOF OR TO WALL ELATES TO FLOOR FOOTING WITH (4)-#5 2' I I " 6 3'-q" X 3'y9" X 10' - - - - - - - - - - - -r - - - - - 5HEATHMG LONGITUDINAL AND 1�1t1 Now, awwwwwwm(2)-LAYERS 5/8' (6)-MS TRANSVERSE P .2 FOOTING ITH 1 2X6 STUDS AT GYPSUM BOARD I V4' RIM BOARD (4)-IOd TOE-NAILS (2)-ROWS i6d 1/2" A X b" I - )-NS EACpH WAY 1 - I a I I _ -Kl _ - _ - - - - - - p-4•STUDS ONE SIDE WALL OR i-JOIST NTH IOId AT EACH BLOCK NAILS AT b" -WA- -WA- EY ON - - - - I- - J _ _ _ _ _ - _ O 2X SILL PLATE NTH bd COOLER NAILS AT 3" AT 4'-0" 3'-q•' X 3'-q " X 10" --- - ------ 1 r I (-16'-2') NAILS AT q° AT FOOTING, WITH (4)-N5 I - i I © [-11 ,-8,] L - J to I I I [-11 '-6"� L J Al BASE PLY AND T " EACH WAY 3'-q " 3'-q " X 10' 250 COOLER NAILS AT l" AT FACE PLY _ - - - - - - - U q'-O" - - - - 14._2.. to -ry I FOOT WITH PIER = 4" SLAD-ON-GRADE 11/4" RIM BOARD OR - - - - � ll- - - - - - _ ^ PIER Q 2X6 STUDS AT ISI32` PLYWOOD I-JOIST WITH (2)-RONNF� tOd TOE MAILS (2)4Wir r 16d 1/2" O X 10" 6 -I I 1 1 (4)-p5 EACH WAY ���tUU1ILDIN6 WITH bX6 W2.1 H WO I � PIER �IN OI•-4' WTH NTH tOd NAILS AT IOd NAILS AT 4• AT 2" OR 5IMP50N NAILS AT 4° RE• PLAN RE. PLAN ANCHOR BOLT -' - - - { - - - - - 1 n L - - J RNER W.W.F. RE: ARCH. FOR m 2X SILL PLATE 4" AT PANEL EDGES OFFSET ROWS V2" A35 CLIP AT 1•-4" AT 1'-(a" I COLOR REQUIREMENT5 MINIMUM - - '4 (-1 -2 ) - r 460 41-4 I/4" q•-O I/2'• 4'-4 1/41' 10'-I 1/2" I 51WSC N MST60 SIMPSON HDbA L - - J 4" SLAB-ON-GRAPE L - - J w-' 3X6 5ND5 AT IS/32` PLYWOOD 1 3/4' L.V.L. WITH SIMPSON A35 CLIP (2)-ROW�.a I6d STRAP F1.Oi END EACH END OF 3/4"m X 10" WITH 6X6 W2.1 X W2.1 _ __ _ W O 6 S NTH NTH tOd NAILS AT (2)-ROY'Fi IOd NAILS AT D" NTN 8d NAILS AT 3° OF WALL VNA. WALL U.N.O. ON ANGIOR BOLT ® (-Ib._2..J 1M.W.F. RE. ARCH. FOR © (-I A-&N] 2• [-11 '-6'7 [-11'-b'7 1 - - - - - - - - - - g� 2" AT PANEL ED6E5 AT 3" OFFSET ROWS X I V2" NAILS ON PLAN PLAN AT I'-b" - COLOR REQUIREMENTS _ I u V2" MINIMUM 14•-2" q'-O" I / \ FRAME COLUMN I F COLUMN TLO F/•y� r CL PIER = � IER K / - - - - - - - -� \ 7'-8 1/2' I '-q 3/4" Q F•4 O SIMPSON LTP4 STRAP EACH EN EACH N [7 OF PIER BUILDING, CORNER a 1 / (-Ib•-2") \ - 3X6 5TUO5 AT 15!32° PLYI.IDOD (2)-1 3/4" L.V.L. NTH AT b' NTH I6d [2)-ROhb 16d STRAP EACH END EACH END OF 3/4.6 X ION / / \ O I'-4" WITHH EACH FADE NTN (4)-ROPS IOd NAILS NAILS NAILS AT 3' OF WALL UNA. WALL UNA. ON ANCHOR BOLT 3'-5" 10'-1 I!2" 4'-4 1/4" 13'-9 3/4" �t T.S. 14 X112 GOL 7 p� IOd NAILS AT 2" AT 3" OFFSET ROWS (ORIENT PLATE ON PLAN PLAN AT q" / / / -II '-10° \ \ WALL N �I 1$40 AT PANEL FOCCS V2" MINIMUM VERTICALLY) \ \ [-12' 2 1/4'] STEP I -- - - -_- _ - - -_ / TOP OF D-3 bond I. AL�YWO'OD PANEL ED®E5 BACKED WITH FRAMING MATCHING REWIRED STUD TH"ME55. I •-q 3/4" 7'-8 1/2" O UL MN/ / lV "P `'P -�[` Q F E L. 2. ALL PLYWOOD PANELS SHALL BE APA RATED F_>4'O�. t0tE I SHEATHING. V' / I - - J FQOTING 3. RE: 315102 FOR TYPICAL HOLD-DOM INSTALLATION DETAIL- WALL TS 14X4XI/2 - -(-1 =2 - I r - - - _ W �••� 4. EXTENT OF SHE WALL DENOTED BY -- • - . - . - . -- STEP I ME I / \ WALL -12•-0" I n I GOLUNM XI/2 \ f S. IN UEU OF 3X FRAMINo, DOUBLE 2X STUDS GLUED AND NAILED NTH (2)-ROWS Wd NAILS AT �i fr I FRAME GO r/4 / / -I I '-10" I STEP 1� I 6" MAY BE U5EP AS A GONTRAGTORS ALTERNATE. IQI , [-12•-2 / 1 _ TOP 40 I I \�9. Q 6. ALL WALL TOP PLATS SHALL HAVE A MItJR•pM LICE LENGTH OF W-0' WITH (I6)-16d NAILS IN (2)-RO - - 1 - - - - / TOP O `�" PLYWOOD I a \ \ \Zs m \`•VJJ• (0) - - - - - 4L FRAME - r 1/ \ I ; T I I 1O O COLUMN _ _ _ _ _ - 5 TINS, 0 I I 12 1 1111t111���1111 WOOD FRAMING NOTES : _ 2 12'-0" \ \ rre 14X4XI12 I 10" DEEP F TI ,2 I ^ I I 1 1 W ) COLUMN 8 { I EACH WAY 1 " 1 � I I 12" LPI/32 W 1. ALL WOOD FRAMING JOISTS SHALL BE LPI/32 TYPE JOISTS AS - p MANUFACTURED BY LOUISIANA PACIFIC CORPORATION. ALTERNATES �i � / / / 1 51 Al 1 I . `'� I (2)-12' LPI/32 I i111 I AT 1 '-4" I ell I ` F'y1 F+T1y SHALL HAVE EQUAL OR GREATER CAPACITY AND SHALL BE 111 / / I I b•-1 5/8'• I AT 1'-4" I Q Lot 11 REVIEWED BY THE ENGINEER OF RECORD. / 1 I I ( V 2. "L V.L." INDICATES LAMINATED VENEER LUMBER BEAMS, AS MANUFACTURED BY / EPDXY (4)-N5 X 2'-6 r I I ` I I �_ Z LOU151ANA PACIFIC CORPORATION. ALTERNATES SHALL HAVE THE SAME OR I 1 (' I I I. I INTO EXISTING FOOT N6 GREATER CAPACITY AS LISTED IN THE STRUCTURAL GENERAL { '►' q' i 13'-8 1/4" ( W O NOTES. . 1 12" LPI/32 I I A O" N IA I IN AT 1,_4.. 1 111 I I I I FOOTINGI / / a 5. Q INDICATES COLUMN DOWN ONLY- MULTIPLE 2X FRAMING NOTED 0 AT IP-" 'j ON PLANS• ` •p � I I ,D I 31-00 FOOTING / / / �i 4. INDICATES COLUMN UP AND DOWN UNLESS IT BEARS ON `fl I I BOTT )-a5 TOP AND AJ17/ j(I CONCRETE WALL OR FOOTING BELOW, OR IT 15 LABELED UP ONLY. I 13 _8 1/4" I 4'-q" I TOP OF I 1 I I PLYWOOD 1 _ f2)-12" LV I f 15' •)5. < > INDICATE5 TOP OF BEAM ELEVATION OR PLATE HEIGHT ELEVATION. \ 1 1 ( I _ 51 N HDIS - STEP I PEARIN5 I 1 ON b COL. INDICATES TOP OF STRUCTURAL FLOOR SHEATHING \ \ \ \ FOOTING ` I Q A I ,-10 1/4" - - - I - - - . I _ - - ELEVATION. 1 \ \ 3'-0" DEEP FOOTING, I b 1 „ I I (-I$'- I I it - - - STEP WALL C . 3 7. HEADERS SHALL BE (3)-2X8 UNLESS NOTED OTHERWISE. ALL \ WI (3J-x5 T AND 1 - 51 P50 H014 STEP _ \ OM 1 I r I I I P SOTTO j HEADERS SHALL BE BUILT OUT TO 5 I12" (3 I/2") WIDTH BY 1 1 r I 1 FOOTING bXb COL. I I FOOTI v oavNlsR/DRV>gOeN j ADDING PLYWOOD SPACERS AS REQUIRED. (-15 4 ) __ _ ( )-12" LVL -- - } II T5 4X4X1/4 3'-5" SIMPSON H015 L__ _ I L - - - 1 A� --- , J I COLUMN I 1 o a 8. ALL COLUMNS SHALL BE (3)-2X6 UNLE55 NOT OTHERWISE. ON 6X6 GOL. 1 - - _ I_ _ - ARI G WALL I , r VAII. RESORTS C - - - - - . r • - . -1 I - - 4'- " 3'-10 1/4" IF•OOTI - \ I I STEP BOTTOM {O DEVELOPMENT q. WOOD COLUMNS SHALL BE CONTINUOUS FROM FLOOR STEP WALL - - �I I O TO FLOOR OR FLOOR TO ROOF. T'RIMMER5 SHALL BE ADDED TO _ - - f NOTED COLUMN SIZES AS REQUIRED. STEP 151M N 15 1 r EACH a 1 1 C� �r i STEP BOTT I 1 1 � I AVON, COLORADO FOOT I I ION 6X6 CC �. OF FOOTI 1 1 -' 1 -I I 1 � - - '-i-- 3 I I I '-6" { I TS 4X4XV4 III � T� � 10. �zl� INDICATES INTERIOR BEARING WALLS. FLOOR JOISTS N COLUMN I I j 'J j BEARING LOCATIONS SHALL LINE UP WITH STUDS BELOW. a I �0 --�- L + I '"' I L A II . ALL EXTERIOR WALLS SHALL Be GQNSTRUGTED U51NG 2X6 - Y OI I m STEIPI BOTTOMI 1 1 -15 - STUDS. REFER TO EXTERIOR WALL DETAILS FOR ADDITIONAL - FOQ 2,-0 1 I I 4'-b" X 4'-b" X I '-2' 1 1 INFORMATION. EXTERIOR STUDS CAN BE SPACED 2'-O" FOR I i 1 -I_-__._____ _-QF TINy=L-. I __.� 1 H ( __ I I I I EACH WAY ITH (5)-KS 1 1 j II j WALLS SHORTER THAN 10'-O'. STUDS SHALL BE SPACED 1'-4" -- -- - - - =-t 1 EAG - FOR WALL SHORTER THAN 14'-O•' AND TALLER THAN 10•-O I I 3 r _ �T-1 •-4" 1 I I _ 12. ALL BEAM/BEAM AND BEAM/COLUMN CONNECTIONS SHALL BE I I A L - I Ounror, Cololatlo I MADE WITH 51MP50N STEEL PLATE CONNECTORS UNLE55 NOTED Q I I J 1 I 1 c j OTHERWISE. II u l I 41-6" X 4'-b" X I '-2" I I I I ry 13. RE: ARCHITECTURAL DRA -QNG5 FOR LOCATION AND 51ZE OF _ ___ -- \ N i EUGN POUrli U ROUGH OPENIN65 IN WOOD STUD WALLS. 1 1 FOOTING WITH (5)-w5 { I AT L { 3'-b" X 3'-b" 6" DEEP 1 1 I V1 (V I t t EACH WAY I _ AT I' i P41TH PAD Y p 1 STEP WALL n F�AR,I, H WER•TON awwwwwwww,14. RE, ARCHITECTURAL DRAWINGS FOR HANDRAIL AND STAIR -nI I 1 FOR M co i11I I TOP OF Q 1 N I ! FRAMING DETAILS. GBRAI^7L15PAGE 1 j I • { 1(1 N73wxoas�xmaNYCwC 15, ALL EXTERIOR WALLS SHALL HAVE CONTINUOUS STUDS FROM ry 1 1 ` T I 1 ___I I 1 1 /'� I I I FLOOR TO FLOOR OR FLOOR TO ROOF (INCLUDING RAKE WALLS). �(/q _- t�V In { I I I ^ 3'-6' 3'-6" X 6" DEP I I 1 { I �\� y 1 I O ' awNaos�Nawst�a II` v>�s uac p I i L GONG ETE PAD WA MECHANLCALELECTUCALERGRJI tv q I ' 110 TEP 1 - I 1 O M-RENGXNr�u,C FOUNDATION NOTES : v TOP OF 1 I_, EQUIP. I FoonNG __ I 2 AVON,COLOR WO m I i - i I STEP 12" PI AT r-4^ I 1 1 . DATUM ELEVATION O'-0'• EQUALS U5G5 ELEVATION 8120'-0 5/8'• FT. .2 K/ _ CBRAWLISPAGE I I � I ---- ( )-12" LVL 2. [XXX'-X"� INDICATES TOP OF FOUNDATION WALL ELEVATION. Coll elpINBBNCiN�INOUHC VAV:COLORADO i 3. (XXX'-X' ) INDICATES TOP OF FOOTING ELEVATION. II- I ( I - - - - I STEP 1 I I O O L _ I I I [-1 ._8.J FOOTING i 4. CONTRACTOR SHALL FOLLOW ALL REQUIREMENTS LISTED IN SOILS -� _ _ ^ LP1/32 1 ( i WALL I PROJECT NUMBER 6285 { __ C---- FOOTING T l _4„ { REPORT. I I - ___.__- __ I 12" LPI/3 AT I '-4' T' - - - - - - - - - - _ _STEP_ _ _ B. � 5. CONTRACTOR SHALL PLACE (3)-05 VERTICALLY FULL HEIGHT OF (2)-12° L _- -- I - - - - - _ ' WALL AT H16H SIDE OF ALL WALL STEPS HIGHER THAN 4'-O" IN I - { �p ISSUE REVISION DATE I ADDITION TO WALL REINFORCEMENT SHOWN OTHERWISE. I I L STEP \ 7 I 1 I STEP - - N 1 A S.L 07.01.05 j b. ALL FOOTINGS IN CRAWL5PACE5 SHALL BE BACK FILLED WITH I - I 12" LPI/3 FOOTING COMPACTED STRUCTURAL FILL TO THE TOP OF THE FOOTING WALL I . AT I '-4" MINIMUM, UNLE55 NOTED OTHERWISE ON PLANS OR SHOWN ON A ' _ _ _ _ _ _ _ _ - Sgt _ SECTIONS. - - - - - I 7. FLOOR ELEVATIONS SHOWN ARE AT TOP OF 5LA5 OR AT TOP OF PLYWOOD FLOOR SHEATHING. WALL STEP (V 2 2 Y 8. FOOTING ELEVATIONS SHOWN ARE MAXIMUMS AND MAY NEED TO BE LOWERED DUE TO 501L CONDITIONS. VERIFY CHANGES WITH STRUCTURAL ENGINEER. - q. PLACE SLAG ON GRADE ON STRUCTURAL CO MPAGTED FILL OR NATURAL <SRADE AS OUTLINED IN SOILS REPORT. I I 6 z UNIT 13 I j 10. UNLE55 OTHERWISE NOTED - ALL SLAB ON GRADES ARE 4" THICK I I I WITH bXb W2.1 X W2.1 WELDED WIRE FABRIC. '- 1 I I I LI 14'-3 1/2" 12'-4 I/2" 12'-2 1/2" 14'-3 1/2" 11. PROVIDE CONTROL JOINTS OR CONSTRUCTION JOINTS AS SHOWN I ON FOUNDATION PLAN. MAXIMUM 51ZE OF EACH AREA SHALL NOT I I ! EXCEED 225 FT? I II UNIT 14 I _ 12. CONTRACTOR TO COORDINATE ALL DIMEN510N5 AND DETAILS 1 WITH ARCHITECTURAL DRAWIN65. -- 13. CENTER FOOTINGS UNDER WALLS AND COLUMNS UNLESS I I I DIMENSIONED OTHERWISE ON FOUNDATION PLAN. 1 � I 14. REFER TO ARCHITECTURAL DRAWINGS FOR STAIR FRAMING DETAILS AND LANDINS 5LAB ELEVATIONS. + _ 15, ALL SITE WALLS NOT SHOWN ON THI5 PLAN SHALL BE BUILT PER j ARCHITECTURAL LANDSCAPE PLANS, DETAILS AND ELEVATIONS. 51TE WALLS SHALL NOT BE CONNECTED TO THE BUILDING UNLE55 I I NOTED OTHERWISE. ;_.- _ _ Ib. INDICATES CONCRETE WALL CONSTRUCTED UNDER II A \ 1 BUILDING #2 SEPARATE PERMIT. I I \ GARAGE PRAAtING AND i I-,.G) INDICATES SHEAR WALL. REs 56HEOULE FOR ANCHOR BOLT SPACING 12'-II" 13'-8" 13'-8• 12'-II " L FOUNDAnON PLAN SPACING AND HOLD-DOWNS. BR 14 i I I I 1 i OI . 20 � 1 O 3 4 5 13 0 5UILDINCB #2 r.3AfRAriE LEVEL i�.�Tl"( INCB a AND _FOUNDATION FL.N. AN AO c GF C SHEAR WALL SCHEDULE 1 2 l J J 4 5 p zoos aziao ARCHITECTURE, INC. WALL FRAMING 5HEATHIN6 AND BLOCKING REQUIREMENT BLOCKING/RIM SILL PLATE FLOOR TO FLOOR FOUNDATION ANCHOR BOLTS TYPE REQUIREMENTS FASTENER PATTERN AND ATTACHMENT TO BOARD ATTACHMENT ATTACHMENT TO HOLD-DOWN , HOLD-DOWNS (U.N.O. ON PLAN) ROOF OR FLOOR TO WALL PLATES FLOOR SHEATHING 1 SHEATHING PP(2)-LAYERS 5/5° 2X6 STUDS AT GYPSUM BOARD 1 1/4" RIM BOARD (4)-IOd TOE-NAILS (2)-ROWS ibd I12" m X b" 1 '_4" WITH ONE SIDE OF WALL OR I -JOIST WITH IOCI AT EACH BLOCK NAILS AT 6" -N/A- -N/A- EXPANSION PLATE WITH bd COOLER NAILS AT 3" ANCHOR 2X SILL LATE NAILS AT g" AT AT 4' - AT EACH ROOF CLIP BASE PLY AND Bd ' AT EACH ROOF JOIST 250 OOLER�ELPLYT III TO SUB-FAS�IA 11/4" RIM BOARD OR INVERTED 51 P50 - I ' 2X6 5TUD5 AT 15/32" PLYWOOD I -JO15T WITH (2)-ROWS IOd TOE NAILS (2)-ROWS 16d I/2" IV X 10" RE : g/54.22 FOR INVERTED SIMPSON B "-4" WITH WITH IOd NAILS AT IOd NAILS AT 4" AT 2" OR SIMPSON NAILS AT 4" RE: PLAN RE: PLAN ANCHOR BOLT 5NOW6UARD BRACKET HU HANGER HU HANGER UNLESS NOTED OTHERWISE. 2X SILL PLATE 4" AT PANEL EDGES OFFSET ROWS I/2" A35 CLIP AT I '-4" AT I '-b" DETAIL . RE: ARCH. HANG ALL JOISTS OVER MASTER BEDROOM WITH MINIMUM FOR LOCATIONS I I _ 4b0 _ -�- -- 1-J14'=L.V-.L.-SVB,FAraG1A - , SIMPSON LSSU HANGERS I! SIMPSON M5Tn0 SIMPSON HD6A I [j] 3X6 STUDS AT 15/32" PLYWOOD 13/41' L.V.L . WITH SIMPSON A35 CLIP (2)-ROW5 Ibd STRAP EACH I: NO EACH END OF 3/4"m X 10" - 1 •-4" WITH WITH IOd NAILS AT (2)-ROWS IOd NAIL-5 AT H" WITH 6d NAIL5 AT 3" OF WALL U.N.O. WALL UN.O. ON ANCHOR BOLT IOX24 CANTILEVERED -- ' 1 3X6 SILL 2" AT PANEL EDGES AT 3" OFFSET ROWS X I I12" NAILS ON PLAN PLAN AT I '-6" (BAGKSPAN b'-O'• (2)- 12 " L.V.L. 2 RE: ARCH. FOR V MINIMUM AND RIP TO I CANTILEVERED . Q OUTRIGGER LOCATION FLAT6. 1/2" MINIMUM F/.'� TTO T5 4X4XI/4 COLUMN 5 112" WIDTH AT I' -To AN I (8'-0" BAGKSPAN) J - SIMP50N LTP4 SIMPSON M51`60 51MP50N HD6A -� (3)-12 L .V. WITH I/ X 3X6 STUDS AT i5t32" PLYWOOD (2)- 1 3/4" L.V.L. WITH AT b" WITH Ibd (2)-ROWS Ibd STRAP EACH I NO EACH END OF 3/4"m X IO" II I/4" L.V.L. SUS FASCIA Q 2 e> O O 1 '-4" WITH EACH FACE k4ITH (4)-ROW5 IOd NAILS NAILS NAILS AT 3" OF WALL UN.O. HALL U.N.O. ON ANCHOR BOLT J 1 y - 2X 2 O- X12 _ W KNIFE PLATE AT OUTRIGGER 3X6 SILL IOd NAILS AT 2" AT 3" OFFSET ROWS (ORIENT PLATE ON PLAN PLAN AT g" 'I (DTUB J (5)-2X6 i ry �� AT 2' m II I/4" L .V.L.dOLV MN = COLUMN IA PLATE AT PANEL EGC ES I/2" MINIMUM VERTICALLY)1340 IN ERTED 51I�1P50N 4.2 i 2 12 2X12 1 �'x PPIlIP O" SUB FASC HANGER A 2'-O" - AT 2'-O" G j l�" ' L - _ - - _ - - - - -_ O NOTES. -L ALL PLYYv.JC'e7 PANEL EDGES BACKED WITH FRAMING MATCHING REQUIRED STUD THICKNESS. I N - - _ _ _ - _ _ P?�TMNP S� _.-_2. ALL PLYWOOD PANELS SHALL BE APA RATED EXPOSURE I SHEATHING. - - - - :. . - -FASCIA - - G-- - - - C �3. RE: SECTION 5 ON THE "GENERAL NOTES AND DETAILS" SHEET FOR TYPICAL HOLD-DOWN INSTALLATION DETAIL. �' (3) I/2 .V.L. (3)-2X10 -1 D 3 4. EXTENT OF SHEAR WAIL DENOTED BY - - - - - - - - - - - I 10x24 GAN ILEVE 4 ? - Fil o 5. IN LIEU OF 3X FRAMING, DOUBLE 2X STUDS GLUED AND NAILED WITH (2)-ROWS Ibd NAILS AT I BAGK5PAN 15'-O'• KIN X6-� I J 4,2 Oi J. J Z 8" MAY F USED A I A G OU13LE TORS ALTERNATE. I MINIMUM A D RIP TO KING STUDS - - (2)-GSX9 7C _ ry ! - f 3 AT '-O" u 6. P LL HALL TOP PLATES SHALL HAVE A MINIMUM SPLICE LENGTH OF 4'-O" WITH (Ib)-Ibd NAILS IN (2)-ROWS. Aii7 AT TRIMX6 COLUMN RE: 1/SL2 3)- U-15 ' � j ` Q -� TRIM STVDS FOR DETAIL - 2X 2 HRU-BOLTS' G t#AGKSPAA$ . - - - -L.. G R TAI 1 �• _ ROOF FRAI" IINCz NOTES : 51MPSQN HU - 3 AT 1 -0 _ _ - < < 1 2 - Q POP p (21 I2 L - - - - - - I . ROOF SHEATHIN• 5/H" (40/20 SPAN RATING). STAGGER PANEL END JOINTS N 4.2 I 2X12 � ) II 1�4" L.V INVERTED 51MP50 J1 U z O� AND FASTEN II IOd NAILS AT b" MAXIMUM ALL EDGE5 AND I '-O" MAXIMUM I N < � i A HHUSi H SIMPSON - AT 2 {7 S .L ANGER I < W OTHER SUPPORTS 5)-2X HHUS HANGER ` /• - SIMPSON H XI UMN IL NVE N � Fp1 1 UM11 1 M"{ I HANGER I -- ATI� 2. RE: ARCHITECT FOR ROOF SLOPES AND BEARING PLATE HEIGHTS __ - J 2X12 RD RUSS 5 /8" X 13 I/2 ' G.1_. -O COLUMN___ (4) 2Xb 1� NOT NOTED. I AT 2._0.. J I--- I I - /4' - z 3- A ,L HEADERS SHALL BE (3)-2X10 UNLESS OTHERWISE NOTED. ALL �p2 ' - - _ _ - _ - -_ + -_ F STEN LVL'S ITH f3 - - (3) II d L.V.L. J O X F J i (3i 3/4 "m THRU- LT5 , r - J HEADERS SHALL BE BUILT OUT TO 5 112" OR 3 112" WIDTH BY ADDING NJ d. TO RIDGE BEA �j PLYWOOD SHIMS AS REQUIRED. - _ r{ + r s 1 (4) 2X6 THRU-4" WJ`/ F \ 1� -- SIMPSON HUS N COLUMN V HANGER (NOTCH I'_ , P�EFABRIGATE TRUSS ,~a � > )-2X6 - L - N L5g0 - � GO THRU BO TS // - SIMPSON 4. ALL HEADERS LONEiER THAN 6'-O" SHALL REQUIRE TWO TRIM , LVL'S 2 I/2" MA J 1 :' 2'-O" s - ( 1 (Fl)-2Xb 2X WITH IN - CLIP STUDS AND TWO KING^ STUDS EACH SIDE UNLE55 NOTED OTHERWISE. _ 1 r ,� a I OLUMN COLUMN AT .-0" SPACING p v �. L J ry N x < Sr" - N HT530 a` s - 1 © �� •< v - ALL J015T HANGERS SHALL BE SIMPSON LUP, HP OR L5SU TYPE L (3)-1l 114 " .L. N , r RIDGE T nl i pU , _ I (3)-3/4"m TIi1RU-BOLTS VB • UNLESS OTHERWISE NOTED. vD ,� + ( - BEAM 9 -° ? z- ^• - : WITH 3" SPACING �.yl I J 5 _ RIDGE "F" 1 s• r y r# t �i v I J A V ? 2X12 � I g `/�lr G L N 6. ALL BEAM TO COLUMN CONNECTIONS, BOTH TOP AND BOTTOM GATED T = S SHALL VSE 51MPSON PLATE GONNEGTDRS UNLESS NOTED N � - SIM N 1pV // (4) 2 , � � x`, - ` 1.23 AT 2 -0.1 RUS _ _�LpO- AT 2' O" I 2X12 OTHERWISE ON DETAILS. XI- L55UIHAN6E �� STUB I I - r� TRUSSE UND R CHIMNEY AT 2 -O AT 2' O" NQ I (TYPJ L 2X12 COLUMN , - _ I HANGER SIMPSON �. ALL EXTERIOR WALLS SHALL HAVE CONTINUOUS STUDS FROM �� HAVE # PER NAL LOAD --- - - - - - - _ - _ owxER/Davma�Ptx AT 2._0.. .. - OF I-i5+r PER INEAL _--- ---- F!-OOR TO ROOF C!!�"•:�LUDING RAKE WALLS). ' I _ -_- - _ - _ _ _ ___ . __1 _ OVEfFRAt�9E - W - 2X12 FOOT OF WA L 51M THA2g - _ - -- - -- -j :/' 72 -II IT4 .L W 2 12 C ' 3 8. ALL PREFABRICATED TRUSSES SHALL BE ALIGNED WITH WALL i 1 AT 2'-O' �1 PREFABRIGATED T 55 HAN (TYP. U. J - - - Imo - A 2•-0•• VAIL RESORTS 5TUD5 BELOW. AT 2'-O" --i- (4)-2Xb ICI - - - -----� - q , < > INDICATES TOP OF ROOF BEAM OR TOP OF PLATE HEIGHT. / DEVELOPMENT -- O GOLUM b -\ / - i .� i 1 2X12 SV SGIA _ _ - MP N L5g0 it 10. SEE SHEET 5: .02 FOR GENERAL NOTES. _ __ _ _ _ _ IN STUB G - _ _ _ _ __; -_ ' L II GiRD�R (r S (I / LIP I1 . RE : ARCHITECT FOR CHIMNEY SIZES AND LOCATIONS NOT NOTED ON STRUCTURAL PLANS. C -__- - - - _ - - - - - ! - - -- - - - _ - _ _ COLUMN -0 1 AVO OLORADO -- - --_ -J I`'j� MN 2X0 AT I O COMPANY 12. OVER FRAMING SHALL BE 2X6 MINIMUM AND SHALL BE POSTED J - - _ _ _ _ _ - I -� ( \ - � - - 2X12 - I - T -- DOWN TO MAIN TRUSSES ON A GRID NOT TO EXCEED 4'-O" X 4'-O" (16 FT2) _ - - - -- -_--- I. PR • BRIGAT R CHrIECrOP AT I ' 2 N ,_- - ' .�-- - - ' 51MP50N HU5210 AT O" 13. ALL COLUMNS SHALL BE (3)-2X6 UNLESS OTHERWISE NOTED. _ - - - 6 - : is HANGER V : --- PREFABRICATED ROOF TRUSS NOTES : I I SIM H6Uv- ■ I*AR _ _ _ I is , PREFAB TRV55 - - ILVIL (4)-2X6 -- m � . _ HA IT LI]-- --- --- - AT 2' O WITH I I Q COLUMN -�- -- _ _ - :- _ - - _ - - _ -- - I-a 2X12 OUTRIGGER D oMntlo 1 . PREFABRICATED ROOF TRUSS LOADS: Iq - --- - - Rl ` GIR TRU55 ___ __ _ - 4.2 emror C r13 Iii 11 1/4 OUTRIGGER < 1 LIVE LOADS AT TOP CHORD= 80></FT2 Q ! 11 L D _ _ - _ RDE T 5 DEAD LOADS AT TOP CHORD = I5�/FT 2 I G02 _ DESIGNARC1m'ECr GIRDER T 55 H h DEAD LOADS AT BOTTOM CHORD= 15></FT 2 i INVERTED J `'hn m Q t1 _ry MASTER PLAN NOTE: DEAD LOAD AT BOTTOM CHORD 15 5 PSF I SIMP50N JUT �j - _ _ _ _ _ __ yj < In C1 _[- _ _ _ _ WHERE NO HEAVY TIMBER BEAMS ARE LOCATED AT CEILING _ _ _ 1 HART � HOWERTON HANGER - - PREFABRICATE HIND LOADS- SEE STRUCTURAL GENERAL NOTES. F - x STRESS ING-REASES OR LOAD REDUCTIONS ARE NOT PERMITTED. W W O � O Q. _ TRU55 AT N OPEN _- - - NEW YORK,NEW YORK (GHEGK SPECIAL ATTIC LIVE LOAD REQUIREMENTS) PREFABRICATED W W V N 'I S_Lry ---- - STRUCTURALENGINEER TRUSS AT 2 '-O" 1-- 0 __ ___ - _ _ __. Q Iy F- _1y F_ -- - MONaoE ar NEWELL Ex ENHRS,uvc 2. SHOP DRAWINGS SHALL BE SUPPLIED BY MANUFACTURER AND N _ - - ((1Q F (pQ F Q I - - nv COLORADO REVIEWED BY CONTRACTOR, ARGHITEGT, AND STRUCTURAL b _ - Ox co - -I l9 l9 Q � Q ar Q � I - - ENGINEER. J GIRDER T SS W WQ W 1 WQ w 4.2 I : --_ _ ! - -- - - - _-- MECHANICAL N *�I4•FCRFEER 3, THE TR.V55 SUPPLIER SHALL BE RESPONSIBLE FOR THE FOLLOWING StMP50N LSgO - I Q' lV � I �f InBwoo N CLIP Q 11 1/4' LVL OUTRIGGER 1 nvox co ITEMS: INVERTED - _ - - N -- -- ----_-- i - INVERTED SIMPSON INC Al ENGINEERING OF ALL TRU55E5 AND TRU55 TO TRU55 CONNECTIONS 51MP50N JUT - �J� /� / - \ _ _ __ _ _ V L COLORADO `•.J `! - ---- - I HU HANGER AND SHOWING OF ALL ON SHOP DRAWINGS. HANGER _ _ - _ _ _ _ _ - _ _ _ _ ALPINE ENGDiEERING, B. DESIGN AND SUPPLY OF ALL TRU55 BEARING I W rA PREFABRICATED _ CONNECTORS AND HOLD DOWNS. __ r `� SIM A� G . PLACING OF TRU55E5 TO ACCOMMODATE MECHANICAL F , 1 - -fi1RU55 ATII-2`=O"^WITH x < I EILq)c�. it I/4" OUTR C- ER NUMBER 6285 EQUIPMENT WITHOUT GUTTING TRUSSES. 4.Y III % Z - 2X12 OUTK G&aO Nm HA R l - GIRDER TRUSS - _ _ - PROJECT' 1 1 y/ 64 A II 4. SIMP��ON H2 .5 CLIP ANGLES SHALL BE INSTALLED AT ALL EXTERIOR WALL TRUSS BEARING LOCATIONS UNLESS NOTED -� OTHERWISE ON ROOF DETAILS.. .2 O .EN Ana w �ttYi' ax{>a> apsr>- ' r -:. - - - -. . _ - 5 -2X -- - - -- -- - ---- - - - -- - - - - ---- - - . . . ISSUE REVISION DATE, - O Q _ 5. DETAIL ALL PREFABRICATED TRUSSES TO BE ALIGNED HITH WALL I ZK II I/4" .V.L. OVT 1{G6ER _ II ' .rr` - ' I ,r, 1`-xy - W GOL N -1 _. B1 i o A S I OS 07 0105 5TUD5 BELOW. m �. _ 6. TRUSS SUPPLIER TO CONFIRM ROOF AND CEILING SLOPES AND - .^s�•T`'.'u� , T L L - - -_ - ) -- -- - -- - - - - - - --- -- - --- - -_. -_.__ } (3 2X10 J X ry CONFIGURATION WITH ARCHITECTURAL DRAWINGS PRIOR TO ! O - FABRICATION. RE : ARCHITECTURAL FOR TRUSS PROFILES. O OVERFRAME `� 4er `# Y ES - - � r - WALLABOVE .y ��, z; F BRIGATED TRUSS 6 Q i - -- - •--v --- - - - - - -- -- - - - -- - s -.O" WITH 2X12 OUT RI ER T I FOR GENERAL NOTES. -- I- - - .-- -- - - ---- - --. - - - - - - - - - -- - - - - - -- - - - - - - * .. - - -- -_ : 7 . RE . SHEET 5 .02 X - _- v :F � - - - - - - - - - � __ ;,/ � N A. 1 x � � a I2 { -N j 2X12 10 - - - (2a- L ✓ L. 4 ,. r, r f -,�_ z - - r TRUSS - ---- A ATZ' - ' - - -. - -EXTERTOf� LL fa a_hr r- i - 11 1/4 L.V.L. OUTRIGGER rr 1 , s - RE : ARCH. FOR `- - V __ ___ �- - -- - - -- -- - - - ks 'v II I/4" LV� SUB-FASCIA GLUE AND NAIL - CHIMNEY GAP --- BOTTOM PLATES I _ _ 1 � - PREFABRICATED TRU y � •� xc� '..� � �'' -• - , � WITH (2)-ROWS -- - 2X4 AT 2'-O" I AT 2'-0" WITH 2X12 OUY - Ibd NAILS CHIMNEY WALL HITH ! - - I _ +:xr ;` .`' I W - REr 5/54.22 FOR - - - - � - - I- - - -� i t >.•^` . x *. I TYPICAL ROOF I/2" PLYWOOD I SIMPSON H a yr - SHEATHING II 1/4 " L X 12'-O" 5UBFA ` IA GIRDER TR 5 HANGER - ` "�` (3)- X12 CORNER FRAMING ° " `r , - fi - - INVERTED SIMPSON PIP ' `�- '. '� �.' • W J I HU HANGER EACH END -2Xb 15IMPSON HU (S)-2Xb '� < LUMN HIA NOER "fit: S .I'.� , J LL 13 v ' (2)- II 1/4" L.V.L . WITH I I STUB - PSON HU j Q I AT 2-0 (y I W COLUMN INVERTED SIMPSON _ _ COLUMN - - - rF r.ez' .r' SIM HU HANGER EACH END _ -�- ! ANGER _ OP(3)-g I L .V.L. H dr, + , >r y ,. *< I Rr I Qr I I I/4" L.V.L . WEI-FASGIA ?!' RE. 5/54.22 FOR I W - 2X12 - .�XI2 I W _ _ _ j - - - - -- - - -51MP5 N L5q CLIP - •'� <g TYPICAL ROOF CORNER AT. 2'-O" J T 2'-O' > J/If�q I --- -- -- - IO.W `_" (TYPJ FRAMING WHERE 216 BLOCKING _, �. r � 'T �3-f.+ a ` OVERHANGS EXCEED I F; F �2 INVERTED SIMPSON 11 UNDER CHIMNEY ,�rl hss,•fa , ? x { `x�"°zu^� ? � 2'-6 - _ _ _ _ _ -- -_. _ _-_ _ ___ _- - _ -- _ - -- -__-_ _- - -. . HU HANGER EACH END Ni AT 2._0.. I �: QI i - 2X6 BLOCKING 1 1 n '{�':i' i w ,;r"b3 ,t.� r� "'3a'a''� IN WALL AND BETWEEN TRUSSES. _ FASTEN TRU55 \ BUILDING #2 2 12 LEDGER -- ,)(R=> � r z a ' ,•� �°" - BLOCKING TO WALL / I BADKMPINIMUM ��' I FOR LOW ROOFS \• 'a L IN TO STUDS * eiA � ';'' 1..? - BLOCKING HITH (2)- UNIT 14 i - ROOF FRAMING PLAN UNIT 13 11VVll BR 14 `o ( 8/54.22) 6196, f - RE: Ibd NAILS AT 1 '-0" ARCH. - _ _ 1 i x x- T � 12 i ,��Ic"- 12'-11 " . . - �. c (2)-2X6 WALLS WITH - -•I -- _ . _ __ ___- �[ e - I GYPSUM SHEATHING - v 8 PER SHEAR WALL SCHEDULE PREFABRICATED TRUSS m RE : ARGH. 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O WA/ C) CHIMNEY W/COPPER ROOF C A324 iD I"I N O J rO co 5/A535 WOOD SHAKES, NP. RIDG 25'-- 10 1 /4" iD A324 r ^ BR, 4 F 11 1 JII _ o �, / I I I I 11 , C . 3 OWNER/DEVELOPER \ WOOD SHAKES, TYP. -/ I I I I VAIL RESORTS L J N s: 1 z DEVELOPMENT COMPANY 0� COPPER AVON, COLORADO "t ARCIIelrcroFRECORD rn � CRICKET ■ �*ARM6: 12 DECRIRE ; O Denver. CWaado i� 1 A531 TYP. � L5J -5" T.0 RIDGE: EL = 32'- 11 " =N MASTER gPL.ANNER DESIGN ARCIETECI' /� 6: 12 HARTIHOWERTON (N) 'VELUX' DECK MOUNTED SKYLIGHT, � N NEWYOWNEWYORK MODEL FS-606. / 1p _ _ M Q MONROE do NEWRILENGRIEERS,INC ' o AVON, COLORADO N I � M-E ENGUarr:RS,INC MECHANICAL BLBCTRif.A[.ENGINEER 17 J'-6Y4 AVON,COIARADO N (N) 'VELUX' SKYLIGHT, CL CLUE.ENGINEER FS- 104_ 7'' 1 z" ALPL VA II COLORAADDO'INC NOTE: PROVIDE ELECTRICAL % PROJECT NUMBER 20900.00 FEED TO ROOF FOR FUTURE HE TAPE AT SKYLIGHTS ISSUE REVISION DATE o — A325 — ®®AS.L 08 07.01.05 1 � I (1 ®AASJ. 08A 08.16.05 cD w N A325 6: 12 — B to A. 1 o I 6. 12 COPPER GUTTER AND I m 1 6: 12 DOWNSPOUT W/ HENATmt BAY ROOF BELOW o I TRACE, TYP. N M o 6: 12 I a I I I 4 -0.. o - SNOWFENCE, TYP. RE: 1 /A531 M r N Q , 0 6: 12 w 6: 12 d o NOTE: ALL ROOF RIDGE Qpp• 4._o" HEIGHTS ARE FROM EL= 0'-0". & SIM. UNIT B 1 I BUILDING 2 A 1 A321 ROOF PLAN ROOF BELOW SEE ' BR1 UPPER LEVEL r PLAN SHEET A123 4'-o" ' 1 ROOF PLAN A323 A322 BR14 12'- 11 " R1 13' -8" 13'-8" 12'- 11 " /a" = t '-o" 92—ARP.dvg 1 2 3 4 5 A124 53'-2"