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'� "�` �,=� �,� Ta_-- --- - - - - < - - - � - �.---- - , -. � _ - ..._f,----T- , . . _ .._ _ , , _ .. . _ . _ . . .. . , _ _� _ - � _ .. - • - - - - - . . _. . . . ,� . _ - �- . -- _ _ - - - - - - - - - - _ _ - - - - - - - _ - - - - - - - - - - - -- - - --- - - - - - _ _ -- - - - - -- - - - - - - - -- � � � I I i °"-��'"t I � ' THE RE50RT DESIG \ I � COLLABORATI �' EI I i n T r. n n • r i n �� i � ARCHITECTURE� IPLANNING, INTERIORS --- GUT OUT EX1571NG WALL AND PROVIDE (3)-2X6 I /� STl1D GOLUMNS BELOW NE-V�i ROOF BEAMS (TYFIGAL 2 Mdl�l �iCe: VdII� CO � �ocArion+s) i 1000 5 frontage Rd W, i300 � Vail, CO 81657 Tel: 970.476.4433 LINE OP EXISTING � I i Fau: 970.476.4608 I BUILDING � Frisco, CO Office I i i � � i i 620 Main Str�t, SuYte 8 ' ` - - - - - - - - - - - - - - - - - - - - - Frlxo, CO 80443 - -- - - - LINE OF LOW ROOF � J J Tel: 970.668. 1133 i i Fax: 970.668.2316 LINE OP EDGE OF —' � � I � �T � ExiSTING DEGK ry n I � 1617 Wazee Street, SuiEe C2 �I Denver Office x x /6 I o�,��., co eo2oz I �0 sJ (3)-9 i/�a"V.L. Si Tel: 303.623.3355 I � 3/I � � I Fax: 303.623.2262 N N i � �� San Francisco Office I si sos sansort�e sveec, 17d, F��. San Fnocisco, G 94111 — Tel: 415.392.4433 � �XIO AT 2'-D" Fax: 415.392.4454 � info6resortdesign.com I � j www.resortdesign.com � (3)-2x1� (3)-2x12 1 - - — � I I , 5 2XI� AT 1 '-0' S1 �XI � AT I '-0" 5� I � �I •^ � � � I 4 0 4 $ � �+�,�+�o $ � I5 `� 3/I2 3/12 `' ^ 1 TOP OF SFiEATHING 51 i O � V I 98'-0" (10"i'-6 ") (�)- II I /4'1/.L (�)- II I/4"V.L. (IOT-6 ") � W -- -- -- -- - - - -- - - - - -- - - � U V I � S I �,I � STl1B GOLUMN —� J j � STUB GOLUMN �I ` O Q i I N +i (V f�V +\ h � �M � C � � C N W � I � m n n m � � 1..� II I/4`V.L . II I /4 "V.L . � � � 14" TJI/250 AT I '-4" WITH O i � ]XI�XIS'_O" OUTRIG(�ER ---- — _ HULL � - - - _ ��— HULL � �. J i ry ry � � � m m W ~ �XIO AT �'-O" � 2X10 AT � '-C " ��' t � O � � ry+ .�, � J I _ (b)-�� - - - - - (2)_II I/4"V.L (?a_ II I/4"V.L- - - - - � UP ONLY -- - — - - -- - - - - - - - - - - - - - - - - - (10-1'-6") ... � (10-I '-b "I I / W I8X4p � �i— FFHUS410 � I � � �XIO AT 2'-O" I I � J I DEGK � (6)_�xb � R@VISIOf1S: � 4 6 � 51 � � Drawing Title: � ', '...1 `-� � � i� ' � '� � ;� r- � '� C �: ~ � �. '!°°� '�1 � ~= � � �i � C C�' fi- � � � 1"f ( 1�1C� fi ! � 1�l � � - - � -- - - - - - - - - -- - - - - - - - - - _ - - - - -- -- - - - - I ;4 .. = i � _r, �� -- _-__' I /4.' � '_ �.�" � ROOF FRAi"IINC3 NOTES : � ' I . ROOF SHEATHING 5/H° (48/y4 SPAN RATiNG1 . STP.GC�ER PANEL END JDINTS I ANp FASTEN WITH IOd NAILS AT 6° MAXIMUM ALL EDGES AND I '-O " MAxIMUM � OTHER SUPPORTS CSEE ROOF DIAPHRAGM NAILING SGHEDULE SFFEET Si ? . � i �. RE� ARGHI'fEGT FOR RpOF SLOPES AND BEARING PLATE HEIGHTS . __. NOT NOTED. � 3. ALL MEADERS SHALL BE (3)-�XIO UNLE55 OTHERWISE NOTED ALL I�� �ate: HEADERS SHALL BE BUILT OUT TO 5 I/2" OR 3 V�" WIDTH Br ADDiN6 — PLYWOOD SHIMS AS REQUIRED. - - 4. ALL HEADERS LON6ER TNAN 6'-0` SHALL REQUIRE TWp TRir-� I Project No: STUDS AND TWO KING 51UD5 EAGN S�DE. � I - �5. ALL .JOIST HANGERS SHALL BE SINRx',�ON LUP, NF' OR L55U TYPE I ur.�ESS orr+erzwise rio�v. � Drawn by: i , b. ALL BEAM TO GOLUMN CANNEGTIONS, BOTH TOP A!� BOTTC�M I . _ _ or�Rwi� orr�rAPS re coNr+ecroFts �w..ess rro�o I I Checked by: � T. ALL EXTERIOR YVO.LLS SNALI_ HAVE GONTIN10U5 5TUD5 FR(.JM ____ _ FLOOR TO ROOF (INGLUpINb RAKE WALLSJ. I i ShE�t: � 8. ( J INDIGATES TOP OF RDOF BEAM OR TOP OF PLA7E HEiGNT . �� � "� I � 9. ALL GOLUMNS SHALL BE (3)-� Xb UNLESS OTHERWISE NOTED . x i0 , ALL �OOF JOISTS NOT N01-F_D S+aALL BE 2X1 �.' A'f 2 '- O " . I i � ' � S3 . 0 � � v�i u li � ; I i sF� ; S� � � _+�' I � C11999RDCI � � � -- - — - — ---- --- � .�..sa�.� — - — - - — _ _� _.. _ .. . - - _ - � _�_���r� . . . . . - . ��- r . . - � � . . - _ I . . _ _ _ _ _ . _ _ . .. _ " _ "_.- _ _ __ . _ " _ _ " " _ _ _ . __ . . . _ " _ - - _ _ _ - "_ " _ _ . r . _ _- . _ . _ _ 1 _' - III I I _ II I � ,'�s . ,,��;, � i TNE RESORT DESIG \ COLLABORATIVEI 1 9 'I l R � � 1' l 0 .\ A L I � - I � ARCHITECfURE, �� PLANNING, INTERIORS '' I � Main Office: Vail, CO _ LINE OF Ex15TING I 1000 5 Prontage Rd W, N300 � / BuiwiN� I � Vail, CO 81657 / Tel: 970.476.4433 � Fax: 970.476.4608 �' I Frisco, CO Office � { 620 Main Street, Suite 8 I i Frisco, CO 80443 � pRILL ANC� EPOxY �+oRIZONTAL Tel: 970.668.1133 ^ I � REINPORGEMENT INTO EXISITNG GOhk:RETE I I F27C 970.668.2316 '' � � I � � Denver Office � I , 1617 Wazee SVeet, Suite C2 g � P � Denver, CO 80202 i `� � I I Fax: 303.623.2262 I I �' � San Francisco Off"ice i � I �g, '-�� " - 505 Sansome Street, 17th Flr. �r _ _ _--- - _ _ _ _ - — - - - -- � San Francisco, G 94111 � — � FTG STEP �� Tel: 415392.4433 I i � 2 I � Fax: 415.392.4454 � I — FTG STEP J� � � i L — — — — — — — — — — — — — — — — — — �� I � ,www./CSOitAlSign.COrn Si I � (QI '-O") I _ — — _ _ � _ — — — — _ — — _ _ _ _ — — �Q7'-Q 3/4"] �� � r— __ __—_—_ _— - I - -- ----- - � . � - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , I I� I', I / ; i � (es,_�,.� I � � I (� STEP TOP-1 � I 86'_3" � � I FOUNDATION NOTES : oF "'P'�-� � � roP oF � I - Q � s�ne i ,_e„ � � o I I I . DATUM ELEVATION 100'-O", 5EE ARGHITEGTURAL DRAWINGS I '� i FpR AGIUAL ELEVATION. I � � I N �. [XXX'- X"] INDIGATES TOP OF FOUNDATION WALL ELEVATION. i � I � ' � Y W I :. STEP TOP I C ( � � 3. (XXX'-X") INDIGATES TOP OF FpOTING ELE�/ATION. � � I r OF WALL � I � � L `� 4 REPORTGTOR SHALL FOLLOW ALL REQUIREMENTS LI5TED IN SOILS r � I � W � � \ I � I J i (p W � i 5. G O N T R A GT p R S H A L L P L A G E (3)-x 5 V ER T I G A L L Y F U L L H EI GHT OF ( I Q p � r I ~—� w / m J I �N A L L A T M I G H S I D E O F A L L W A L L ST E P S HI GM ER THA N 4'-O" I N � I �j �j � I � I �� i i N I � � . � ADDITION TO WALL REINFORGEMENT SHOWN OTHERWISE. I I PT6 STEP "��. � I I 1 3 I O I 6. FLOOR ELEVATIONS SF�10WN ARE AT TpP OF SLAB OR AT TpP OF I ��� I a J PLYINOOD FLOOR SHEATHING. � � I I I ., Si , � �' � I '-8" SLAB STEP � �. FOOTIN6 ELEVATIONS SMOWN ARE MAXIMUMS AND MAY NEED TO I L91 '-0 "] `� ' I � � Q BE LOWERED DUE TO 501L GONDITIONS. VERIFY GHANGES WITH � � STEP TOP 57RUGTlJRAL EN6INEER. � ' OF WALL STEP TOP � � O � � � OF WALL I _ �-- - - - �k �I � 8. PLAGE SLAB ON Gf2ADE ON STRUGTURAL GOMPAGTED FILL OR � y� � � i � ; NATURAL GRADE AS OUTLINED IN 501L5 REPORT. I � � :r �, �� � I 4 . UNLE55 OTHERW19E NOTED - ALL 5LA6 ON GRADES ARE 4" THIGK I I � I�P T� ' � WITH 6X6 W�.I X W�.I WELDED WIRE FABRIG. -� � � 0 �F �L O d� 'I 10- PROVIDE GONTROL JOINTS OR GONSTRUGTION JpINTS AS SHOWN ' I ON FOUNDATION PLAN. MAXINNM yfZE OF EAGH AREA 5HALL NOT � I I �� OF VrA�� B6 '-O' STEP TOP '�, I � ' � � ry �' I I I . GONETRAG?OR TO GOORDINATE ALL DIMEN510N5 AND DETAILS � FT6 STEP J I I �j - - - - - - SLOAB F - - - -OF WALL - - — — �82 '-10") — J I � m r I I I � ,� WITH ARGHITEGTURAL DRAWINGS. I - - - - - - - - - - - - - - - - - - - - - - - - - ; � �I I i � - - - - - - - - - — - ' - � � i r - - - - - - - - - - - - - - - - - - - - - - - - - - - \ 'k i- --- 1 I � . GENTER FOOTIN65 UNDER WALLS AND GOLUMNS UNLE55 - - - � ReVI510f15: I DIMENSIONED OTHERWISE ON FOUNDATION PLAN. I Lb5 -`� �7 � LBb -6 7 '� I : � � LBb'-b"� � � , (V I I `fl Rl I � 51 i "ry I I ifl V � I � I y � � � ' ' i i � � ; � , , r, � � �-- STEP TOP � �� � O �D � I OF WALL I ' � I � i I I i � � � � � � �� - - - �- - - -- J I I ', � Drawing Title: l y� --- - - - -- - � � I � — J II I� � ` - '_�' _� � - �-10 --- - 5 -°-� -- �,j� � , .� � �- I '' � � � � O l� 1�l G_�.� I O N �_;�f=�: N I' II �,g ,. _ , _� ., � � Date: l- -- -� � �I Project No: _ � � � � � Drawn by:- — - - � � -- — - --- � Checked by: � I Sheet: � 0 N i n X n x , 2 . 0 � � s��� _�� C ' 1999 RDCI I — - - --- - -- - - - - - - --- - - - - - - - - - -- - --- - - - - - - - - -- - - — - - - - - - -- - -- - ---- - - - -- - --- - - ---- -- -- - -- - -- - - -- -- -- --- -- --- ----- - - - -- - - --- -- - - - - ---- - --- J � �, . _, . .� _ e�.,�_ . . -�-_ � r-�e .��� � r -: . . , _ . , , . , � . � .., .; �� ... . z,i�r�+«v�4r.s�.+�-•r.� -ry . . . ,. . .r ......�.i�r.:r��... ��-wu � ��r..��.r..i.....� . s�...�..+..�...�-�.�-.�..• .wr..�..�. �.�'.-. �.. .-� .- ��.-, _�.�-�: ��ti.--_-.__:� , .. _+.�_.�.:.�fr4� ��w+:�rrr«. .-+ . _ .�.. ...�..�r.. r.. � .�__ti -. �... ...- . � r . ' �' wdr�.� .:.,. . ,�. � .Nr�.w�-.-�-�'�w.:w.�a..�.r� ....�w.� �Y..� ..�:��m�R.�..�....s:�.o.m�..�-�-� - � _ " _ �..-".+�' - -- - I/2 " 15pLATION Ji71NT � � i � GENERAL NOTES • 4" GONGRETE i � ' STEEL BEAM ` �� SLAB-ON-6RADE �` BLOGKED WITH W.1N.F. ON RE, PLAN I �t t . L IVE LOADS USED IN DES IGN: / . 4" GRAVEL BASE A , ROOF 80 PSF R�F STONE ° • - �I��Y I B . TYPICAL FLOOR 40 PSF I� � I�S�ATHIN6 �/ENEER � � � i I e � � - _ _ - TNE RESURT DESIG � C . DECKS eoPSF s � -� 3 O . , a , ICOLLABORATII' E ' x5 AT I �_4�� ' cv .° 0�: or,' 0•: c•r. °. • 0�: or. ! I � • r [ x * e r i u � a i. �HORIZONTAL �� O. Q'C!d:t; �''Qo'.Q�!'Co?.Q� I � D . WIND • 11�-� � � � - - - - ��)-�5 . _ . . . � i . B�SiC wiND SPEED BO ►PH ( : GONTINUpUS _ r \ i � ARCHITECTURE, � 2 . EXPOSURE B i - i - , E . EPJ2THOl1AKE ZONE 1 � \ II'� ' 1 . , _ � 3 '-0" � PLANNING, INTERIORS F . LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE . - - � � � `---�5 AT � '-O " X � �- �5 AT I '-4" ry Main Office: Vail, CO 2 . FOUNDAT IONS: � RE � 2/51 VERTIGAL Z •, 1000 5 FrofltaaE Rd W, A300 I A . MAXIMUM SOIL DESIGN PRESSURE 3000 PSF � W�II'� SI�MP��ON � F (a KS AT I '-6 " I TeI:,I9 0.04 6i4433 I I B . THE ALIOWABLE SOIL BEARING PRESSURE ASSUMED IN DES1GtJ IS 3000 PSF . THE � (TOP F ANGE) � RE, PLAN O %5 AT �'-O " X � Fau: 970.476.4608 CONTRACTOR $HALL RETAIN A LICENSED SOILS ENGINEER TO INSPECT THE FOUNDATION 'r � EXCAVATION . SOILS ENGINEER SHALL VERIFY IN NRITING THE ACTUAL SOILS CAPACITY IS � Z Frisco, CO OffICE' EOUA� TO OR GREATER THAN ASSUMED . � R5. BEAM F - � " GLEAR Q 620 Main Str�et, Suite 8 RE� ArzGH _ W I Frisco, CO 80443 C . nLL FOOTING BEARING ELEVATIONS SHONN ME ASSUMED . EXACT BEARING ELEVATIONS Q •� • o V I Tel: 970.668.1133 I SHALL BE VERIFIED IN THE FIEID WITH ACTUAL CONDITIONS BY CONTRACTOR WITH ;� RE� PLAN • _ ���_#5 I Fix: 970.668.2316 II APPROVAL OF SOILS ENGINEER AND ALL BOTfOM OF FOOTINGS SHALL BE A MINIMUM OF S E G T I O 1�l � O m GONTINUOUS � I 48 ` BELOW EXTERIOR GRADE . I I/4" = I '-O" s Denver Office 1617 Wazee Street, Suke C2 I D - CqJTRACTpR SHALL BACKFILL EWALLV ON EACH SIDE OF FWNDATION WALLS IN 12 INCH _ ,� C2)-+►5 � � , Denve►, CO 80202 � MAXIMUM VERTICAL LIFTS OR AS RECOMAENDED IN THE SOILS REPORT . REFER TO SOILS a j GONTINUOUr� RE, pLAN Tel: 303.6233355 I REPORT FOR BACKF ILL MATER IAL . ' • . j' � Fax: 303.623.2262 I� 0 E . NO BACKFILLING SHALL BE PLACED AGAINST BASEMENT WALLS UNTIL THE LONER LEVE� San Francisco Office II FLOOR AND MAIN LEVE� FLOOR ARE IN PLACE AND PROPERLV ANCHORED . CONCRETE ' ' G'� f � I I SLABS SHALL BE PROPERLY CURED - �,/ � C T I O I �l , . 505 $ansome SUeet, 17d� Flr. rzE : PLAN - � San Francisco. U 94111 � ' F _ CENTER ALL FOpT INGS UNOER WALLS . COLU�MS OR GR ID L INES UNLESS V4° = i �-O" Tel: 415392.4433 i OTh�ERWISE NOTED ON PLANS . � I - i Fax: 415392.4454 G . CONTRACTOR TO PROVIDE , AT HIS EXPENSE , FIELD OENSITY TESTS ON COAPACTED FILL �p(�yp���,�pm UNDER FOpTINGS AND tNTERIOR SLABS - ON - CRA�E . A MINIMUM OF 2 REPRESENTATIVE � � C � � OI �l � I TESTS SHALL BE TAKEN FOFt EACM FOOTING AND SLAB ON CRADE . W����'���� H . NOTIFY SOILS ENGINEER NHEN EXCAVATION IS COLiPLETED SO THAT CONDITION$ MAY BE I /4" = I '-O" - - - � � � I � INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE . E . ALL WELDERS SHALL HAVE EVIDENCE OF PASSINC THE AMERICAN WELDING SOCIETY STONE STANDARD QUALIFICATIONS TESTS AS OUTLINED IN AWS - D1 . 1 . VENEER-�\ I F . MINIAIUM NELDS TO BE PER AISC TABLE J2 . 4 BUT NOT LESS THAN 3 /18 � CONTINUWS FILLET ` � UNLESS OTHERWISE NOTED . � 7 . NON - SHRINK GRWT: ��'� � 3 . SLAB ON GRADE I I Q A . NON - $HRINK CROUT SHALL BE PROVIDED: ISOLATION -� A _ THE PREPARnT10N OF THE SUBGRADE FOR THE SLAB ON GRADE SHALL BE IN STRICT 1 . BETWEEN COLUMN BASES AND CONCRETE OR MASONRY SUPPORTS . �-(�)-3/4" m SEGTION MATERIAL �\ ACCORDANCE WITH 7HE PROJECT SpILS REPORT REfERENCED ABOVE . THE / THRU BOLTS N I CON7RACTOR SHALL DIRECT pUEST10N5 REGARDING THE SUBGRADE PREPARATION 8 . NOOD: ' O i REQUIREMENTS TO THE GEOTECHNICAL ENGINEER . � '�� \ / (L A . ALL FRAMINC AND TRUSS LUMBER SHAL� BE DRY DWCLAS FIR , LARCH , CRApED BY � I 4 . CONCRETE: NESTERN NOOp PRODUCTS ASSOCIATION AND CONFORMING TO UNIFORM BUILDING I � O V CODE AS FOLLOM5: - • �� � n . ALL CAST - IN - PLACE CONCRE7E SHALL BE MADE WITH TYPE I / II PORTLAND CEMENT , STONE � I AGCREGATE AND SHALL SATISfY THE FOLLOWING REOUIREMENTS: 2 ' THICK - 4 " TO 6 " WIDE (W4LL STW ONLY ) STUD Fb = 700 P51 I • ..� O J 2 ' TO 4 ' THIp( - 6 ' 8 WIDER N0 . 2 Fb = 900 PSI � CONCRETE ITEM F 'C MIX TYPE MA% W/C RATIO x AIR REO . 5 " THICK - 5 " k WIDER N0 . 1 Fb = 1350 PSI O i � I W JM � NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITIVE USES PRIOR TO � � W � I FpOTINGS 3000 pei STD - - - - - - ALLOWABLE STRESS INCREASES . � � FWNDAT ION WALLS 3000 p9 i STD - - - - - - / � � SLABS ON GRADE 3000 Dsi STD 0 . 50 6 1 /2 ( + / - 1 1 /2R) B . PROVIDE CROSS BRIDGING NOT OVER 8 ' ON CENTER FOR ALL 2X NOOp JOISTS AND � O E %TERIOR CONCRETE 4000 psi CNA 0 . 40 6 7 /2 ( + / - > > /2 �) 2X SOLID BLOq( ING BETWEEN JOISTS AT ALL SUPPORTS AND ENDS OF CANTILEVERS . L4X4X3/8 WITH � , � �� J 3/4" m X4 I /2 " w5 o.T i '-4 " � B . IF CONCRETE SUPPLIER PROPOSES USE �OF F�YASH HE SHALL PROVIDE OVNER WITH C . FASTEN ALL NOOD MEA6ERS WITH COM.qN NAILS ACCOROING TO THE UBC SCHEDULE KWIK (�OLTS AT � '-0" � HORIZONTAL � � LETTER IND ICAT ING COST REDUCT i0N AT 7 �ME OF 8 ID . THE MODULUS OF ELAST IC ITY OF TABLE 23 - 11 - B - 1 UNLESS OTHERW ISE NOTED . ' / � � � ALL CIXJCRETE SHALL EXCEED NC1 . 5 33 F 'C (OR 57 , 000 F 'C NORMAL WEIGHT � O CONCRETE ) . D . LAMINATED BEAMS . 1 . ALL LAMINATED MEA6ERS SHALL BE FABRICATED OF DOUGLAS FIR LARCH AT 12 � � J � . CONTRACTOR SHALL SANCUT JOINTS IN SLABS ON GRADE . JOINTS SHALL BE SPACED 15 PERCENT MOISTURE CON7ENT IN ACCORDANCE WITH NCLIB . ALL SIZES SHONN . / FEET AND SANCUT 1 �4 OF SLAB DEPTH % 3 �16 " WIDE WITHIN 12 HOURS AFTER PWRING . ARE NET . a CARRY AI. L SLAB REINFORCEMENT THROUGH JOINT . (OR ): FLOOR SLABS ON GRADE MAY 2 . LAMINATED MEABER SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH j� � ��STEEL BEAM � „ \ BE POURED IN CHECKER PATTERN , AVOIDING RE - ENTRANT CORNERS , WITH CONSTRUCTION THE STANDARD SPECIFICATIONS FOR THE DESIGN AND FABRICATION OF SEGTION L4X4XI/4 WITH � RE , PLAN WITH --1e5 AT I '-O" I JOINTS LOCATEp UNDER PARTITIONS VWERE PRACTICAL AND WITH NO DIMENSION STRUCTURAL GLUE LAMINATED TII.�ER , LATEST EDITION AS PUBLISHED BY AITC . 3/4" m THRll SOLI � WE8 BLOGKiNG VERTIGAL EXCEEDING 15 FEET OR TOTAL AREA OF 200 $WARE FEET . AT LEAST 48 HOURS $HAI.L 3 . PROVIDE UNITS CONFORMING TO AITC 117 . 24FV8 , D . F . FOR CONTINUOUS MEbIBERS BOLTS AT � '-O" I = I ELAPSE BEFORE POURINC ADJaCEN7 SECTiqJS . nND CANTILEVERS AND 24FV4 , D . F . FOR Si1.PLE SUPPOR7 MEA6ERS . MEMBERS G'� � I /� � � NA ESI D WITH Z R CA R WITH TOP URFAC ARLY TAAP S LL 8E D GNE E 0 1.BE S E CLE 5 ED �./ � C T I O I �l �T i I � I D . SLABS , FOOTINGS , AND WALLS SHALL NOT NAVE JOINTS IN A ON EACH MEA9ER . I /4" = I '-O" HORIZONTAL P�ANE . ANY STOP IN CONCRETE NORK MUST BE MADE AT THIRD POINT OF � I I I SPAN WITH VERTICAL BULKHEADS AND HORIZONTAL SHEAR KEYS UNLESS OTHERWISE E . PLYMAOD DECK AND /OR ORIENTED STRAND BOARD , , I � SHOVN . ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS REVIEWED BY THE 1 . PANEL THICKNESS SHALL BE AS SHOMN ON THE DRAWING . APPLICATION SHALI BE . ENGINEER . IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYNOOD �ROOF � � ASSOCIATION . � SHEATHING � I � RQVISIO�lS: E . ALL CONCRETE V�RK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE WITN 2 . EACH PANEL SHALL BE IOENTIFIED WITH TNE GRADE - 7RADEMARK OF THE nCl BUILDING CODE 318 LATEST EDITION . UNLE55 NOTED OTHERWISE . USE STANDARD AMERICAN PLYNOOD ASSOCIATION AND SHALL MEET THE REW IREMENTS OF U . S . I HOOKS FOR DOYYELS UNLES'S OTHERWISE NOTED . ALL EXPOSED EDGES Of CONCRETE PRODUCTS STANDARO PS1 , LATEST EDITION FOR PLYNOOD . ALL PANELS NHICH � ' _- ii /2 " GLEAR � I NARK SHnLL HAVE 3 /4 INCH CHAMFER . HAVE ANY EDGE OR SURFACE PERMANEN7LY EXPOSED TO THE NEATHER SHALL BE OF THE E%TERIOR TYPE . 12 ' i 5 REiNFpRCEMENT: 3 . FOR FLOORING USE 3 /4 ' T }G STURD - I - FLOOR SHEATHING GLUED AND NAILED AT TOP OF PLATE 3 � I 4 " O . C . ALONG PANEL EDGES AND AT 12 � ALONG INTERAIEDIATE $UPPORTS . RE : PLAN A . ALL REINFORCING SHALL BE HIGH - STRENCTH DEfORME� 8AR5 CONFORMING TO ASTM 4 . FOR ROOf USE 5 /8 � (48 /24 SPAN RATING ) E%POSURE I SHEATHING NAILED AT 4 � � " G LEAR ' A 615 , CRPDE 60 EXCEPT TIES , STIRRUPS AND PLATE ANCHORS NMICH SHALL 8E O . C . AIONG PANEL EDGES AND AT 12 " ALONG INTERMEDIATE SUPPORTS . DEFORMED BARS . ASTLI DESIGNATION A615 , GRADE 40 OR ASTM A 706 GRADE 60 . 5 . E%TERIOR WALLS SHALL HAVE ONE LAYER OF 1 /2 " EXPO�IRE I SHEATNING I NAiLED AT 6 ' O . C . nLONG PANEL EDGES . 8 . WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 GRADE 65 AND SHALL BE LAPPED 6 . FLOOR AND ROOF SHEATHING SHA�L BE INSTALLED WITH THE FACE GRAIN \ �5 AT I '-4°X � ONE FULL MESH AT SIDE AND END SPL � CES AND WIREO TOGETHER . PERPENDICULAR TO SUPPORTS WITH END JOINTS STAGCERED . � Y �� I 7 . INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS , TONGUE AND \ , - �OPLAiST �� I C . POLYPROPYLENE FIBER REINFORCING SHALL HAVE F18ER LENG7H COORDINATE WITH GROOVE PANELS OR SOLID NOOD BLOCKING BE7MiEEN SUPPORTS . � � � AGGREGATE SIZE AS PER MANUFACTURER 'S RECOA�MENDATIONS . AMOUNT OF FIBERS ' SHnLL BE A MINIMUM OF 7 . 5 LBS /VR03 OF CONCRETE OR THE AMOUNT RECOMdENDED F . PREFABRICATED NOOD ME1.6ER5 SHALL BE THE TWE NOTED ON THE DRAWiNGS AND � �\ , I I BY THE MANUFACTURER NHICHEVER IS GREATER . SHALL BE "TJI - JOIST ' AS M4NUFACTURED BY TRUS J015T CORPORATION . � H2 .5 G LIP a5 AT I '-O " - i � I EXTERIOR � Drawing Title: � D . REINFORCEMEN7 PROTECTiON: nLTERNnTES SNALL BE REViENED BY THE ENGINEER . TO BE CONSiOERED , nL7ERNnTES SHEATHING \� RE: PLAN � � � I 1 . CONCRETE POURED AGAINST EARTH 3 ' SNALL HAVE A LOAD CAPACITY IN BENDING , SNEAR . AND DEFLECTION EOUAL TO OR BLOGKING \ I I 2 . CONCRETE PWRED IN FORMS (EXPOSED TO MEATHER OR EARTH ) 2 " GREATER THAN THE SIZE SHONN ON THE DRAWINCS . NEB BLOCKING AND BRIDGING TO • � - � --• r -4 - x = ' � BE AS REW IRED BV THE JOIST MANUFACTURER . � . , , ' � � E . REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCOROANCE WITH ' � ` o=�.;; ° G` C)Qb ' o�•:oG'�•- - p � SECTIONS 7 . 5 , 7 . 6 AND 7 J OF ACI 318 . LATEST EDITION . G . LAMINATED VENEER LUA6ER MEA6ERS SHALL HAVE THE FOLLOWING STRESS �� ' ' ° °' � O �° :`Jo � -��O I � I o .ac' '�, ,. CAPACITIES FB = 2800 PSI , E = 2 , 000 , 000 PSI , FC = 750 PSI , FV = 285 PSI . BUILT S � C T I O I �l � � �� I I I FA T _ � F . NO SPLICES Of REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR AUTHORIZED UP ME1.6ER5 SHALL BE CONNECTED N ACCORDANCE WITH MANU C URERS RECOAMIENDATIONS . a I I BY THE STRUCTURAL ENGWEER . LAP SPLICES , NHERE PERMITTED , SHALL BE A AIINIAUM CON7RACTOR SHALL HAVE THE OPTION Of USING 3 1 /Y OR 5 1 /4 ' WIDE MEA6ERS . I/4" = I '-O" 0 � ' ^ ' ' . ���1; � i OF �8 BAR DIAMETERS FOR /6 BARS AND SMALLER AND SFIALL BE A MINIMUM OF 80 BAR ' . " DIAME7ER5 FOR �7 AND ,�8 REINFORCEMENT UNLE55 OTHERWISE NOTED . MAKE AL� 9 . GENERAL: - - BARS CONT INUOUS AROUND CORNERS . RppF SHEATHING A . ENG INEER 'S ACCEPTANCE I+UST BE SECURED FOR ALL STRUCTURAL SUBST ITUT IONS . � SEE RDOF FRAMING G . PLACE TNO �5 (PER 8 � THICKNESS ) WITH 2 ' - 0 PROJECTION ARWND ALL OPENINGS IN � _ _ _ _ J I CONCRETE WALLS , SLABS , AND BEAMS . ALSO PROVIDE TNO /5 X 4 ' - 0 DIACONALLY AT B . VERIFY ALL OPENINGS THROUGH i'LOORS , ROOF AND WALLS WITH MECH/+NICA� ANO 2X10 LADDERPRAMING PLAN ' � EACH CORNER . ELECTRICAL CONTRACTORS . VERIFICATION OF �OCATIONS , SRES , LINTELS , AND RE+ FLAN SIMPF�ON U HI�NGER � REW IRED CONNECT IONS ARE CONTRACTOR 'S Cq.PLETE RESPONS IB I � ITY . � RE : PLAN li H . CONTINUWS TOP AND BOTTOAI BARS IN WALL$ AND BEAM$ SNALL BE $PLICED AS 2X BLOGKING --�� \ Date: J FOLLOWS: TOP BARS AT AIIDSPAN , BOTTOM BAR$ OVER SUPPORTS . C . PRIOR TO INSTALLATION OF UECHANICAL AND ELEC7RICAL EW IPMENT OR OTHER `� _ _ NOTED . ITEA15 TO BE ATTACHED TO THE STRUCTURE , ENGINEER 'S APPROVAL OF CONNECTtON$ � AND SUPPORTS SHALL BE OBTAINED . UNLESS SPECIFICALLY DETAILED ON S � G T f O N 2 � Project No: STRUCTURA� STEEL ARCHITECTURAL AND STRUCTURAL DRAWINCS , RESPECTIVE SUBCONTRACTOR SHALL FURNISH AlL HANGERS , CONNECTIONS , ETC . , REW IRED FOR INSTALLATION OF I/4" = I '-O" - � . . _ . _, n . ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT PIPE COLUMNS NHICH HIS ITEMS . SHALL CONFORM TO ASTA1 A53 AND TUBE COLUIMS TO ASTM A500 , GRADE 8 . LATEST � � DfBWIII)Y: I EDIT � ONS . STEEL SUPP� IER MaY PROVIDE ASTM A572 , GRnDE 50 AT HIS OPTION . D . PROVIDE ALL EMBEDDED ITEMS IN S7RUCTURE AS NOTEO ON ARCHITECTURAL , SIMPE,ON H�5 � -- � MISCELI.ANEWS E1.6EDDED ITEMS SHALI BE A36 STEEL . STEEL . A�ECHANICAL , ELECTRICAL , AND STRUCTURAL DRAWINGS . MISCELLANEOUS FRAMING ANGHOR i i _ _. .. i Eb6EDDED ITEMS AND ANCHOR BOLTS SMALL BE FURNISHED BY STEEL SUPPLIER AT EAGH JOIST � C hE'CkE� by: B . ALL STRUCTUF2AL BO�T$ SHALL BE A325N INSTALLED TO A MINIAUM SNUC TIGHT AND INSTA�LED BY CONCRETE CONTRACTOR . STEEL SHALL FULFILL ASTM A36 . �� � ' II CONDITION . ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307 UNLESS NOTED - � �- � __ OTHERWISE . E . PROVIDE ASPHALTIC IAASTIC - COATING ON ALL STEEL AND NWD E7(POSED TO TME EARTH . SEE GENERAL NOTES / � L- DOUBLE RDOF FOR DIAPHRA6M AN JOIST RE� PLAN i . C . STRUCNRAL STEEL SHAL� BE DETAILED AND FABRICATED IN ACCORDnNCE WITH THE C . WnTERPR00FING , VAPOR BARRIERS , WATERSTOP , ETC . , SHALL BE AS SHONN HEAR WALL NAILING ShQ��: , LATEST PROVISIONS OF AISC �MANUAL OF STEEL CONSTRUCTION . � ON THE ARCHITECTURAL DRAWINC$ AND AS INDICATED IN THE SPECIFICATIONS . i I, �- EXTERIDR SND WALL o D . UNLESS OTHERWISE NOTED , USE STANDARD FRAMED BEAM CONNECTIONS WITH STEEL WITN SFFEATHING o BOLTS PER AISC �MANUAL OF STEEL CONSTRUCTION ' TABLE II - A , III OR IV OR "ASD OF (FULL HEIGHT STUDS . � �, S iMP�E SHEAR CONNECT IONS ' TABLE IC I , X i I OR X I I 1 WITH A325 -N BOLTS OR ONLY FROM FLOOR � WELDED EW IVALENT . SELECT CONNECTION TO SUPPORT 60 X THE TOTAL UNIFORM LOAD BELONU CAPACITY FOR EACH GIVEN BEAM AND SPAN . STEEL SUPPLIER MAY SUBMIT ALTERNATE x� COt�NECTION DETniLS ACC0I.PANIED BY CALCULnTiOt�S STAMPED Br THE REGiSTERED � � PROFESSIpNAL ENGINEER RFSPONSIBLE FOF2 THE CONNECTION DESIGN fOR ENGINEER 'S S � C T I O I �t � II S � � 0 's REviEW S�$ ------ - - -- - -- -- - - - - C � 1999 RDCI� _ . _ -_ _ _-_ -.__ -- _ . . _ _- -- . - _ - . . _ _ __ _. - - - _ _ - _ _ . _ - ._. _ _- -__ -_ __- _- _ _ - _ _ . . .--_ - -__ -._ _ _. . __ - _ _ - --__- � /4 " 1 '-O° _ .- __ _ _ _--_-_ _. ___ ' . _� _ . _ - _ " . " . . - . " ', .. - . _ ' - - . _, . . . _�. — -, � -.� '. - � .. . - . � �a-r _ . _ _ , . : .� . —_ . .. . - . . - v .r.c- ' _ - - _ , - _ - ' _ _ T— __ - , r —v � -._ . _ . _ . - . , . . I il I ^^ . i I �.: . 4,- � I I THE RESORT D � S1GN1 � l' � LLABORATIVE ; i l � i � 1 6 R V � f i O Y A L ; I _ _ _ _ _ _ "_ -_ __ _. . . "-- _ ' .. ARCHITECTURE, ; ! PLANNING, INTERIORS � ' ' Main Office: Vail, CO i � i 000 S FronTage Rd W, 1300 i� Vail, CO 81657 Tel: 970.476.M33 f ati: 970.476.4608 i 1 risco, CO Office � ezo tiwn sneet, suioe e Frisco, CO 80443 Tel: 970.668.17 33 I i� F�ax: 970.668.2315 � � Uenver Office I . � 5 t 7 wazee Sueec, Sutoe c2 � fhmer, CO 80202 Tel� 303.623.3355 1 ex: 303.6231262 i � 'Jdll f� fdfICISCO �ffICG' � 5(15 Sanaprne $trpCt, 171h Flr. I I S.u: Francisco, CA 94111 Tc�l• 415.392.4433 ia:�: 415392.44fi4 � �-- I — in!oAmsortdesign.torn � ; - -- . . www. -.sn� . �. ,r ••;:�. . a . �: �`a'S . ,:,. . - � I 1!l01tdP3�g11.[Offl � . .. __ . _ . _. . . — _— ___ 'i . ... _ __. _ _ . . . —_ _'1 i � I g� _ 6� � � � i 8' -6 " I ! I , � u ' 1 , 1■■i��� �' Q8' -(0 " d 8� -6 �� , _ _. _ � _. . _ .. . II O " W ,1 � _ ' � U Q I x� � i I O J . FLAT GEILINCs - GYP UNDER fRAMING � �� , w J � i i � � � I . I � 3� 12 3= I: � � � i O � � L�. 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IQ � I � � ' � I V UJOOD GA51NG � I i Fax: 970.476.4608 i � �' � FA I Y OM � I a � 1 I � i SPRUGE HEAD I ; i � p �`�' 1 � TRIM CMATG�! � ? � �� � � i I � � � -�' � � i � i EXIST�N(a HOI,ISE FfISCO� CO �ICQ' \ ' `. i � 620 Main Strieet, Suite 8 I `� i �� i �(SJ I F -- r � ' II Te1��970.668.1�1 l3 5L- :.ONi. �E ✓E� � ' � ' SEGOND LE ✓EL Fax: 970.66H.23 I b 98� _ ��� - �— - � ��— - 98� _ ��� � � I W NDOIU PER SGHEDULE ver ice I I I 1617 �Wazee krw.v. Suitr C2 I I � JAMB EXTENSION � �A��� WINDOW PER 3GHEDUI I [knver, CU 80'1ut Tel: 303.6233 i S i Fax: 303.623.2262 � '/ � I 1 ' I \`� � \ a5:� SCA El 3vwm � � � � � :JfiC� N � \1� � N � � � J,5.m SCA�` 3 ,l_/ UJ � � � - � _� � � � � � � � i , San Francisco Office �� ' , � � � � � �� I Sos Sansome street, i 7th Flr. _ � � I - - -- � _ i i San Francisco, G 94111 `-� � _ Tel: 415. 392.44 � i �� �� • Fax: 415392.4454 �I - - -- ,--- �L_,_ info�reaaRdesign.wm i j � Www.fES(NidP5iRfl.rom � � . . � - - � - - �- _ WINpOUI PER SCUEDUI LLKJOp SILL � WINpOW PER SGNEDULE UIOOD SILL I G T.O GONC I ' . 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SCOTT SONES LANDSGAPE i C 0 L L A B 0 R A T ! V E ' ,�,' I .� � GOY� I2 : H� G ; , r � w v . i t �� v � i. INT�RNA710NAL ARCHITECT, ING T I � 5�51 WESTNEIMER 161� WAZEE StREET, SUI7E C2 166m i� ?N STREET, 5i.11TE 101 �021(D EDIUARDS VILLACsE BLVD ., 'A2(DI P.O. BOX 115 A2 .� SITE PLAN GARAGE ADDIT � pN NOUSTON, TExAS �121PJ- 4514 DENVER, COLORADO SD202 DENVER, COLORADO Sm202 EDIUARDS, COLORADO 81632 AVON, COLORADO 8162(d I - - - �- - - - - - - - � TEL 1 � 13 � 331 -�foP�3 TEL ( 3m3 � 623 - 3355 TEL c 303J 6� 3 - 4921 TEi ( 91 � I 926 - 3443 TEL ( 97m1 949 -649(D i ARCHITECTURE, , LOWER LEVEL I GONTACT : STEvE SHAPER FAX 13iD37 623 - 22�02 FAX � 3G�3 ) 623 - 66 (02 FAX 19�49 ) 926 - 344m FAX ( 97(I ? 267. - � 162 PLANNING, INTERIORS GARAC�E = 58m 5Q. 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'J . ^ _ � �r� 845� . �N Iv C_ i� SURVE� _� • r n hC � inP im r < • e ���e� 'HFK "EN YEARS �RpM TRE DdTE :)r �H� ..�cr�'r.c�;_ ;, ' . -, . . . � lh ..I r2fSifj [ G CveR" P� 1 .. Of. h JDOvE dESili.`�?G D = - i .+LRE�JN , ' �� . 5 QOfE , ? �3 � / �9 ExCEpt � ti6 !y COnfiECLQnS. 0'o a�, , ira� y W� 1hT ihF _ _� � n �a�'�es C � (hC PO�C2! � 2xfBPt `�5 ShOW/` . ' r� 0� ih@�E O�n '� "v en :/ 0�] Ch !1� nnI5 4 : �P.� 15 :JF �LEVATII�?N �_�MN� ? -4 - % , iN`! tLEr P : • . �. -.n !he de:c�rihec :reft^ 5e= Cv �••'.nrOVe�". e^ ts O� uny � tljqirrin �� �re�- � ses. - . _ <�(: T . - . . . � � . . . . . . . . . .. , . ' SdS �c ��F PRC�PEF�Y JNE . rr a' I _N _ _ ��i �WE�+� a � — _ . : 1 � � . .. . . _ . _ ; . . . . .: c = �7DPOiBr ! vv� Cer� rP O' e-' pr '� � . . . . _ . ^ _ _ - .� . . - : . , i , SOi � G �rCP', . ?xceFt Oc . = .. - . .� � EM�NiG .,N �`l1 '. - . . . . , . .. . _ . . - . . � � - . . . .-. - . . . . . . ,. .: . . . . . r . _ .. . . � . __ R � MaRUVEMEN' = ' . � . � . _ . . .- ., . . , r _ . 'c R .. THI� �l� , , f�.' T ^,F c � : . 1 °-� �" LOT 9 �, 3• pr _ . - ,�\ �, _ � '_•ra � - _ , - �� . . _ . ` � + I�'. 1 � ' � . ,-���__(,�'� _ /� < _ Rs��. . . ,. . . ,. _. ��. �---- -- - - - - - ' — - � — -- — -- - - " - - -- - - - - - - - - - - ,`�° LOT 10 �i o� ` ^ _ .. �� N s I �A W bD �, / N �. ' N - � , o� j ; O � '. .7 z �_; ' � 1 = 04° 58 ' 59" ,-� % . _ .. R = 187 . 19 � �" �� � , ; L= 16 . 28 q�� �� , T = 8 . 15 LOT 11 "' � ' 7 � , / �� �' � � �: � .� `�° i . � � � _ � Jf ��� � �T. '� �/� �� . / i �! ' � Gb. _ / j/ i � _ / _.LFL' .0 " . c �Y� 'E' :._ / � _ .. ,�e . - � ,.�� -:.r: ' _ " _ iC .. _ . .. � / _ ay ' . ' ' '' ��E:. / - '. ,� Pti i _ _cc ',r.�. . � - � � � / .- - ... . ' c; n... . � ' � _ ,j �=f rF � � . � 7arvFwa '�nl . _ .. '��. � �� S' , TuE . - F � ' �i' O . / � � . _ � � . � _ , i _ _ _ � _ _ _ - - _ � _ _ _ _ _ , , ��� 1 = 67° 10' 45" f� :E , . - R = 136 . 59 �_ , so . , s �oP° oat� R��e . T= 90 . 71 �s.. . _ _ . SEP �u 19 / V� , d M`„ � _ N� P\N ��f�s2 �� Mo� - o a gA �D PARTIAL IMPROVEMENT LOCATION CERTIFICATE LOT 10 , BLOCK 2 VAIL VILLAGE , THIRTEENTH FILING ���� g��=� _ _ _ TOWN OF VAIL , EAGLE COUNTY , COLORADO _ , � � �.:.� Wa � . ti : � _ = �oX , 2sc �;, n�4�os � c� - . JOB No . 82 ' iy','; 9G?— t4�iF 'i�T.[�y(}��j`��� . Y \�. 4 �_ i . , . _ . _ . .. � . . � . _ _ . � ._h'.£` - R nA5 'd:�.[iE NC '�NVESn .�HTr1h ��R ieJDEPENDEn' SEaRi �� _ _ EASEMENTS �F RECCRp lOTHER THAN P�AT;EG;� . Er;r �.iMBRqNCF� . RESSRiCT�VE �OvENnN75 , OWNERSHiF ��rLE Ev`DENCE, vR AN� pi�«: . �,� , , P� �_ � ; r� � c ,. _ � �- pr ���Fr-� ent �o:ouur� �.ert � f� { , te wos prepa� ?a FAC?5 Tr+AT 4N ACCURATE ANO CURRENT T�TIE SEARCH MAY D15��; .. �-'�� � cr �CONEN CONS'R.�GTiOn � � _ , 5 r �,� �� pr � Su � vOy p�0 ' Or "npi'_rv2r^ Bn ; S� � vfy pl� t . p�i �y thqt �; �i5 3 ; NCTICE ' P.CCORGING 'C COLGRA�C� LRW YQ;� MUST ^QMMENI.E ANY �E�JA� � : �: J2 re� � e� uDOr' tOr ;h@ eS' �G � 'Sr�^', gn! .�� i0r, ce, buildin9 p� �' nBr !U ?u�B ACTION 9ASEU JPON ANY DEFEC � iN TNIS SVRVEY WITHIN iHREE YEARS , .e�+er:t � es AFTER r�i� FiR57 piSLnVER SUCN DEFECT iN k0 Eb'EN7, Uqv aN�' 4CTi0N 9A5ED !iPON ANr DEFECT IN THIS SURVEY BE COMMENCE_�� n� �-� FE . ' ^ e� C4r! ity �np ? tnp imprp�emCn ? S Or' ? hP ��bGVB tlfSC ��b@0 pOrC2� �n TNAN TEN YEARS �ROM THE DATE UF THE �ERTIFI�pT'�Gk SH��W'N - ! hi5� d012. � / ii ; 9y , vx �EGt utilitj� COnnBCUOnS, 0'E 2^ tir�� y ryij�nn fhE NERE(JM. ` : raofie5 O( ' ne "vC�cCl uxr_ep ; a5 ShOw� , iho ! fh ?re ore np enCr^OChmen !s 4) BASIS OF ELEVATION . SMHN 8-4- 7; INV ELEV b ?`_ + . . ' ^2 OCSC ��GEtl D�2m �5E5 C• � :r`'� p�ov2menCS 4^ C^� y� COjOmir,9 argm � 5e� , _ — — r . � . hPro is nr� 7DDOre^ t nvdenrP O� Siqr ,�f ^� ' S. 9A515 OF PRCPER'1' �INE LOiATICN SOUTHWESi & EA�' � IRNER �G" E _' •< = �kl� ; i . JS �nCl�,7t2tl . 0^ d .. v ' _ .. - . ' . . , " . -. . , �,.� ? -' -� � s �� � 7 oc�ce� , erceFC :�s np±P�+ r�. � �:� FRpyEMENTS SHOiNN �.RE F�R NEYJ / �AR.4GE CCNSTRUCTIGN �''�^r_ � � ' - -' R �biPRC1. VEMENTS LX�c.i ijt�� �F{ I _ i� 7 qni�, ARE MO' SrrOWN �L� . Y`- .{ ��. � °�— LOT 9 .. 4�� 'F THIS SJRVE" t " 4��•,� � - :, l ; = R4MC _ _ . .. • . . _ '.1 ..ti] '_; �iL . ` _ . ..` _ _ . _ _ . . . . � ..- ... � .� � � _ ' . . . _ �] � . . ��1 �. �'+F [ .. � • � .} I�� f _ . Y A " �'� - /�- - - s� �s,�� ..i. . . �� _ . - �. _ - - - -- — --- - - - . - - _ - - - - --- - ° LOT 10 �y v� � � - - . � N J I SI�A W ' ' � / N �7 N � � � � � . . . . , °�} _ i J / O r ;' � � �� - � 1 = 04° 58 ' S9" � � . _- . � R = 187 . 19 � �� � / ��' L= 16 . 28 T 11 �� °`� ` � � � � T= 8 . 15 LO w<::_. �R� �� • I � � / � : uN_RETi �_ �����Ea � I`y � BAS.S JG c [. • � � s / r"� � >M•. X BC � _ + A / " �'- . ..a. .,. ... �; ��L� �� � %� — � � � _ _� �_ � �,� � _:• � ,y� � � ��" � rv—_r : s�"" . T== � /� . P, . i i � + � � // �, i i i � _. / _ . - . - � . . _. ' . l./ i �f. / j� 1� t . . / - � '�' . . :R', ,. : .�r.pt _ n:!. � - . � / . ' : �� .. .. . � _ ;:.. . . -_ _ -.- . /: � ery� ... . i. . . . , � . % � �� � r`� _ i j r ' � / O . ' .CVS!'S9' — � � i � � e'� . A. i�> ii � '_ � �. i628 =_ _ _ _ _ _ O ._e �s � — — � �� �- .. 1 = 67° 10 ' 45" R = 136 . 59 L= 160 . 16 OP� ���e p ° T= 90 . 71 :� . - . � rleCe`I�/e� , �;E, ' `:. :F V = , SEP p � 1g99 Mo�N� P�N S' H�Fa2 �Q�'S � �B�r4 - or3v BA �D PARTIAL IMPROVEMENT LOCATION CERTIFICATE LOT 10 , BLOCK 2 VAIL VILLAGE , THIRTEENTH FILING „ �� � , -:_ w, � 6 � �4. = p ,;,__ _ �, , , ,� TOWN OF VAIL , EAGLE COUNTY, COLORADO G . - , : ;; ESw��3C. ` . . - . . _ - _ - _� � 4 � �;�_ � �-,� � r�� r���T � ,� � � �� JOB No . 82 , - - � - - _ _ V Z � � W U � f � � � � � w � 0 ✓ � � � a � � I � � � � � z � , _! ,_,,, � a o ¢�S / l - - - � E-- �'- � . _ , m � o � � �- � iaiiir.� _ _ � -- - � ' � Q � ° � - i o0 ✓ � � a � N /li?�lIT//////////�/1l � � � 0 � � �0 � � � � � / � � � o . , ; ; � � _ ,j� � _, � , � i ,�� , F.�.1 w n' a' �`, - - ' � � z - -- ✓j I I p / I � O / � �' f I Q a _ � _ � p� ° � _ _ O . . . , . � p .e . : . . . . � . . p . . . : . . . . . a. . a : , LIVING l//ll/l l - U � � � �_ BOILER %/T/i��/,'Ill//////////lI� " ____ � WATER HFATER ; , 14' 14' - , I ' � i� � - - ��� - OT ' � � � ; � � � � � - �� � f �- ;' ,' � . �� �� �. � , ;° � i � , ' I � ,\f � , 1 _� 4� � , 4' ��-*-�1 . 1 ❑ 1 : ._ � ,__ W GARAGE � � Q \ O . . , , \ � W e � %/ � / � l _ �P�ROVE� L _ a , Community Deye�pprngnt � � �epertmlent _ — _ _ _.� T�� �r' v� ,' Building Safery & in�� _ _ _ _ _ . � /� _ _ _ . _ � vJ sewm �a6.r3, Udrorm eaua� c,oae, vmmiry or rermi� � • a R+odni of a pe'mit a approval or Ians. s � tluil eal be mnstrued ro be a P P�ficariooa md aompeWpr � �ey of the pmrisions of tltis code or�o(m or en approval of, t�' v�ohtla� 0( Y otLer ordinacq p(y�p�y�yy� I Remm� p�auming m give authoriry to violate or canal tl�p piq�y� p�� eade or rnher ofdinances o(tlre jurisdiaion shNl not be v�lid, J-� 71�e inuence of a pertni� bssrq on plms, specificaupu rod a� � � np prevent the building olficiai fmm thereaRer rtqwrle� �p /��G-�U �j S le�ps in said plans, speci�wtio�s and othcr d�t or � � � C(f �1L Opeations being canicJ on 1�_..zuodcr ��:�..� �� � ��� �� j rY W�tt ordinan�of i �.,1 i .�. n violmoa af thh a9d� a d INITIALS: `'�4 DATE: �' `� '� ��� I l. C . SE � . 'So3 . 1 . 3 � � �°7 u � ,, � Qr�..� �QES �i �E2 7b � Pr M l 'V , I p REV. DATE � F(2.c��N1 G ►4�� Cn� �[. c� 2 . I N C � v o � r� � w�A�c-G? !'FE� 7�/Z 1 6/29/99 I '-� 97 � v� c . Sec . �0 �.2- � i rZ E Qu, � �-s � � � �r� ae,�. � , �3�� e�M �► � � �- , e � �� �, e �., �,..,�rs �� a« �� 5� � r� c. � o� �� �/ OO� Dc�D. BTc� .s � -- DRAWINGT[TLE: LAYOUT 1 w+a�ce_ t�hcm�,L. 7 S, cr�u 3TV S Si - `�S SQJW,QF ir.rCN ES d F �Pf.ri►�rJ� lr'4 EJ�T �21U� lJ►9'L1� � � (v�J y 7 S , oc� oov � � i , � � " , Cl 5 .SQ UM-2E 1 vuC t-�T S " (L � W� � �\ ��� 57 � r►� c . S � c . 3oy . a. � �� �oi � E2. �,v�,usT �3E 1'3 L. cov �c 2vr�r�{j - " DATE: 06/29/99 \\ 5\ � W'nc�nl v�r.�,T — �rn �c y , Co rn 8 � rJ S i z i v�(� rn � s i sc,4LE: 1�4" = 1' i - ` T� �' 7 l) v✓�C . SC� . �� - PROJECT NO. 9929 __� � � _ _ . UFiv.11" T��"�� n( i9'r1!)J Wtusi C'o�nn. R, y 7D q 7 UvnL . sOCo _ DRAWN BY: BRAD W II ---_--� —. _-'' �, 81-�v1'F7 I� � 62 �J� Y2�w1 � 7S Y�l U 6"f C,o�'�l R,tI � 9 U _ _ _ _ R � C - ? "' CHK'D BY: BOB S. _ "- 7 r3C. 71I r � - � � _ � � ;� � � ; _--� � C . _— _ ,�g _ � .� i� � � : /VI �CfJv},ruCG� lIFM.ET ! C,W�rwrJ �fctc/� �p l ►V �Nm► ,�v,,vi5 ' � � � T�vvr! Of `✓aii DRAWING NO. _— _ �� ' I OFFECE COPY ; —�" R ? � �� � Sfc . ���v � ��SA9 - c�31 mGq - oo� s M � 1 OF 1 �� . , �^.._ . '_ - -�-.n- ...r,..w.�w.. �....�.�,. . a��..�.--..._. __:�-�..��...���r�-_��..� . ��_ �-� ��.-,.---�. �a�- - . - - - . . — ..� , _ . . . - ' - . - � ^ - -�+-.�-^'•�� .���. - - r _ _ __ - _- - - _ - _ _ _ _ - - — - _ _ _ _ . ' _ . _ - - _ _ - -_ _ . _ _ _ _ . _ � I I I � i I � i THE RESORT DESICI COLLABORATII' E 1 ♦ I E N ♦ � 1 I O � 1 I. � I ; ARCHITECTURE, � � i i ; E s iti� � � � PLANNING, INTERIOR$ I � nH� Frzovic�e i3�-� x� � Main OffiCe: Vail, CO ST�1D (.c7LUMNS BELOW NEW � ROpF= gEAMS (T�'PIGAL � 1000 5 Frontage Rd W, M300 'I LOGATiONS) Vall, CO 81657 I Tel: 970.476.4433 � LINE OF EX1571NG � Fdx: 970.476.4608 I I Bl11LD�NG i SKYLITE RE � APZGH — � FfI5CO3 C� �ICE' � I i 620 Main Sheet, Suite B � � � axi0 Frisco, CO 80443 ` ,7- - - - - - - -� - - - - - � - - � - - - - - � LINEOFLOWROOF Tel: 970.668. 1133 � iv � � � �� � Fau: 970.668.2316 � LINE OF EDGE OF —�� � x � � � � � � EXISTIN6 DEGK _ X �ef1V@f �ICe I i-+oT Tl1B � 4x10 � � I 1617 Wazee Street, Suile C2 ' � b Denver, CO 80202 I � (3)-q Va°V.L. - Si Tel: 303.6233355 ry _ F�: 303.623.2262 N � � U MANGER (TYPIGAL) - � � � � GTO�LUMN I � � San Francisco Office SI 4X10 I I 5p5 Sansort�e 56ect, 17th Flr. San Francisco, U 9�1111 — -- , — - -}- - - - - -- - - - � Tel: 415392.4433 � - - � xio Ar 2 -o" Fax: 415.392.4454 I info�rewrtdesign.com www.resoRdesign.com � _ (3)-2x12 !3)-�x12 - - - - -- -- � - -- - � -- - -i i � 5 I 2X12 AT I '-p• -- - - 51 -- 2X12 AT I '-0" `�� J I : a : �„1,,,� 4 0 4 � I' $ � HFNl�ril0 � � I 5 `- 3/I� 3/I � `' I � TOP OF SHEATHIIJ6 y� I . .-j N � � QB'-0" (10'f'-6 ") C�)- li i /4„V.L. -/.i� (�)-II Va'V.L. (10� '-6") I O W i l � - - - - - - - - - - - - - - - - - - - I � V - - - - - - - - - - - - - . . . � - - - - - - - - - - � U � � J J � t ' ' � � I t/ , +\ O J I ry iv ry rv I W m J � i m - n n _ _ m �i � _ - II I/4 "V_L— _ _- _ � _ _ - _ II I /4 "V.L � � � � II 14" TJI/250 AT I '-4 " WITH I � �XI2XI5'-O" OUTRIGGER HULL �— � — HULL � � � � i — - ------ --- � - - -- - - - - - - -- -� I ry _ N I I i �� � I m m ; W � � � x� o AT � �_o�� j '1 �+ � x �o Ar 2 c ° � O I �+ - — '`� � J ! � I (2)-II I/4"V.L (2)- 11 I/4 "V.L � � � .- (6)- �Xb - - - - - - - - - - - - - - - - - - - - - - - , � UF' ONLY - - - - - - - - - - - - - - - - - - - - - � � ♦ � (IOl�_6 ��� (� Ol ._6 ��� � W18X40 �� . � ��...,--- HHU5410 i � � � I 2XI0 AT 7-O " - - -- - -- - - - - - � I I \ DEGK �` (6)-�Xb fZeVl$IOf15: i � I ----- — -- — -- -- — --- -- - � � � 6 j I 4 � I c,� ; SI I � I I I I Drawing Title: l.� fi� fi� � i� L. E �/ � L � L OOi`' � i� ,� i"INC� fi=� L � N i�0 � � � i_� ,� 1"1 � N � i� � � N I I fi_� � �,y ,. , i �_�, �. I /4 ,� _ � � , G�. I ROOF FRAi"IINCs NOTES : � ROOF SHEATHING 5/H" (40/�4 SPAN RATiNC>) . STAG6ER PANEL END JDiNTS AND FASTEN WITH IOd NAILS AT 6' MAXIMUM ALL ED6E5 AND I '-O' MAXIMIM I� OTHER SVPPORTS (SEE ROOF DIAPHRAGM NAILING SGHEpULE SHEET 51) . � . RE� ARGHITEGT FOR R,pOF SLOPES AI`SJ BEARING PLATE HE16HTS . NOT NOTED. I - 3 . ALL HEADERS SHALL BE C3)-�XiO UNLES� OTMERWISE NOTED. Al1_ � Date: 5/1 i/99 r�EADERS SHALL BE BUILT pUT TO 5 I/2" pR 3 I/Z" W�DTN BY ADDING - - - - PLYWpOD SHIMS AS REQUIRED. 4 , ALL HEADERS LONGER THAN 6'-0' SHALL REQUIRE TWp TRIM I P�O�QCI NO: STLDS AND TWO KIN6 STUDS EHC.N SIDE. � - - _ _ - - _---_ S . ALL JO15T HANGERS SHALL BE SIMFx'.�ON LUP, N6' OR LSSU T�� !-'E UNLE55 OTHERYVISE NOTED. ' Drawn by: I 6 . ALL BEAM TO GO�.UMN GONNEGTIONS, BOTH TOP AND BO ? r�_rt-i `-»�+ALL USE SIMPSpN PLATE GONNEGTORS UNLErf NOTEC ,�7r�RWISE ON DETAILS. PPpO REG�S�, ' Cf1E'CkC'd by: o .•'M H. iy 6` -- - - 7 a.LL EXTERIOR WALLS SHALL HA�/E GONTINJO(� STLDS f= FZi�'���1 Ov: \P �<y�• 9m FLOOR TO ROOF (INGLVDIN6 RAKE YVP.LLS) . V � � r ' � i SIIE'e�: I � � fj. ( ) iNpIGATES TOP OF ROOF BEAM OR TOP OF PLATi� � �f �_-,� • q;3 � 56H� I '�j� a A!J_ GOLUFilyS SNALL BE l3)-�x6 VNLESS OTHERWISE NOTED `�c,`C�'• ' I X `J.S�'-- "� • 1 , , _ �,� � � ALL ROL�� JOISTS NOT MOTEC SHALL BE � x12 AT 1 ' -O" � � � /'� • � � � I � � �U I � � i � � o�� � � S� _ +$ C 1999 R [XI �--- - - - - _ - - - - - - _ �=•-sg�-- - . _ .._. _ . _ ---_---_-- _ _ ._ . _ . - � - ---� ---- _ - - - _ � - _ - -- - I � ITHE RESORT DESIG \ i � COLLABOR ,ATI � E ' � � . � � N � „ � �� „ � I --- - -- - -- — ARCHITECTURE, � ' PLANNING, INTERIORS Main Office: Vail, CO I j— LINE OF EXISTIN6 1000 S ffontag! Rd W, N300 I BUILDING Val�, CO 81657 Tel: 970.476.4433 Fax: 970.476.4608 / — - -- -- -------- Frisco, CO Office � � 620 Main Street, Suite 8 I Frisco, CO 804{3 � I � ��rli ',_ �,_ aNC �� r � _ • , •�o�ai _ - >Nif; , Fax: 970.668.2316 i � � � ti� Pinr . �F� �- Pr�rNi �� N * G r , =, i � r�, - �. � -�N�.= r�F -I � ;� � Denver Office li 8 � ? 1617 Wazee Street, SuNe C2 I � Denver, CO 80202 � � I Tel: 303.6233355 I Fax: 303.623.2262 , � i � � � � San Francisco Office � , , H , , sos sar,some sueet. 17u, F��. � / / San Francisco, G 94111 � — � FTG STEP Tel: 415.392 .4433 � I � 2 Fax_ 415.392.4454 I � i�fo@resortdeslg.com F7G STEP � I i S1 � www.resortdesign.com � L - - - - - - - - - - I - - - - - - - - - - - - - - q - - - - - - - - - - - - i � I (QI ,_a.,� � �0 — — � -r-4 3/a"] I � - - i \ � � - - - � - -�,_ - - - - - - - - - - - - - - - - - - - - - - - - -, � J I i ,�i i � '� � i i ` i � � W I STEP TOP - - � I 85'_q .. I I i Q FOUNDA710N NOtES : � oF 1NP'�� � � roP oF � I �I I SLAB I '-8" �' - I O � . DATUM ELEVATION 100'-O", SEE ARGHITEGTURAL DRAWINGS I I 7I�- � � O N iFOR AGTUAL ELEVATION. I I I � I � . [XxX '- x "] INDIGATES TOP OF FOUNDATION WALL ELEVATION. I I I I Y w � ( , 3. (XXX'-X ") INDIGATES TOP OF FOOTIN6 ELEVATION. - ' � I "' OP WAL_L I � v � � I I ' � I � � � � 4 T A N . GONTRAGTOR SHALL AKE G RE NOT TO UNDERMINE EXISTING �� I 1 FO�JNDATIDN DURING EXGAVATION OF NEW Fp(JNLJATION. �- li I I � W B6'-0" I` � I ' t J J � � a �— _ I- -- � ��+ J 5. GONTRAGTOR SHALL PLAGE C3)-�5 �/ERTIGALLY FULL HEIGHT OF I I � Q `� I I ^ � WALL AT HIGM SIDE OF ALL WALL STEPS HI6HER TriAN 4 '-O " IN I � � -� i I I Jl � N I � .0 � > ADDITION TO WALL REINFpRGEMENT SHOWN OTNERWISE. i I � I I i � F76 STEP --� � �` � b. FLOOR ELEVATIONS SHOWN ARE AT TOP OF 9LAB OR Ar 7pP OF � I I ` , I I � 5i ; � � ,J F'LYWOOD FLDOR SHEATh+INb. i � '-8 " rt � SLAB 57EP � I ;� � � 'i , FpOTING ELEVATIONS SHOWN ARE MAXINRIMS AND MAY NEED TO , _� ' .� � I L9 � '-O'7 W BE LOWERED DVE TO SOIL GONDITIONS. VERIFY GHANGES WITH STRUGTURAL ENGINEER, , I % S7EP TOP � I ' OF WALL SOTEW�TOP - I -} _ _ � O B. PLAGE SLAB ON 6RADE ON STrzA1GTURAL GOMPAGTED FILL OR � j� �\ '�,,� � i J . � � NATURAL GRADE AS OUTLiNED IN SOiLS REPORT . � I � � ; r � ' I V Q . UNLE55 OTHEWNISE NOTED - ALL SLAB ON GRADES ARE 4" T�rIGK � I 1, I , r ` - -` � WITH bX6 Nl� . l X W� . I WELDED WIRE FAgRIG . y ^,�- STEP TOF� _ � T � � l � � � OF WALL � G =� 1 �O. �OVIDE GONTROL JOINTS OR GONSTR11GTiON JO� NTS AS 5f+OWN � �, �� I I �r STEP TOP �5'-6 " STEP 70P - - � � ' I jn tfii � �� ' ON FQUNDATION PLAN. MAXIN�/M 51ZE OF EAGH AREA SHALL NOT I �/ OF WALL � TOP OF OF WALL I � I Q) I � ' � ExGEED ��5 F7 . u� I � �� SLAB � � � � - - -- - - � _ 11� II . C�ONTRAGTpR TO GOORDINATE ALL DIMEN510N5 ANp DETAILS F7G STEP - / ��, (B� '-4 ") I � - - - - - - \c - - - — - - - - - - J � i WITH ARGH� TEGTURAL DF2AWIN65. � - -- — — — — — — — j — — — ` - - - . . . . � - � - - - I I _ y ' 12. GENTER FppTING9 UNDER WALLS ANp GOLUMNS UNLESS � I r — � i T J � � � Revisions : pIMENSIONED OTHERWISE ON FpUNDATION PLAN. � I I [84 '- iC "J � I (86 ' -O " 1 I ; ? ^ � � �86 ' -O .' ] � � �'I - I �� � m � � � � � � � � . N I � I I i � u � � J � I I I � ,-, I � � — STEP TOP � �p � � OF WALL � � � I Q � � � I � � � I � � � � DrawinR Tide: . lL_ . . . . ._- _ . _ _ _ _ ' _ _ . _ -L — J . r I � � � ' -2 '� � 18 '-O�, I -. � , . �- . � - i � / _ _, .. � , � - . . - -- - - - - -- - -- - - — -- -- - -- - - -y — . . 'I � OUND ,� T I Ol�l P � � � � -- i /4 " , � Date: 5/17/99 Project No: � _ � Drawn by: PPpO REGiST ' CheCkE'(� by: _ o .• M H. NF•. F,� I o� ��15681 2r '� Sheet: _ � � �, �� � �S/ A�G `1 \ I� � n � � � S2 . 0 x � � U � a s�$ � + I C 1999 RCX I .. . _ . . . . .. . , . : . - -: - - - --- -- - � - _ - - - - - -- -- � -�..� - - s-.- - - � . _�„ . - � ._� . - �- - - -- � -, - - - - - - - _ - - - � -- -- - - --- - -- - - -- - - - - - _ - - � � I /� '� I ��N�L. ATION J<_� � N1 '� � �� FNFkFL NU1L5 n� • , / � SLAB-ONRG�RADE �k� I � . � � vE � OnGS uSED iN UE� � Grv- - - - � - -- STEE� BEAN� � � a ° GRA�EL BASE � �' �� BLOGKED � WITH W.W.F . ON RE � PLAN � � ;r.K. pRIVEWAY -� i 4 . ROOF 80 PSF RQ�F -�O . e � / SHEATHING STONE � (� . TYp ICAL FLOOR 40 PSF 12 �� `�NEER ��� ' 2�I e �� _ _ _ �, T H E R E S 0 R T D E S I G � C . DECKS 80 PSF 3 r- �� 3 O . , • � � , , � � C O L L A B O 'R A T 1 V E • _x � (1'!.�_' : O�. OY. � : O�. OY.U • O�. Of. AT I '-4" 5 . r . ( �•.� o o • -, o . � o ,Oo 0 .., � o• .�, �C. o. .QU�C- o. .0 � I O . � � HORIZONTAL � � . _ ^ . _ ^ U wIND ��\ • _ . t . Bn5 �C W � ND SPEED 80 bPH , (2) -�5 • i - : . EXPOSURE B GONTiNU0U5 - - I I , ARCHITECTURE, � � � - 3 '-0" � PLANNING, INTERIORS r EnRn�auacE zaaE � X - � S • L �' � � _� � . . ;. � x5 s+,T 2 '-O " x i � . � iVE LOnDS l�RE REDUCED PER CODE iF APPL iCABLE � � - � �� � � �I Main Office: Vail CO : F (�NDAT IONS: , , - -- x5 AT I '-4 " N � � RE � �/5I �/ErzTIGAL Z i 1000 S Frontage Rd W, M300 n AIA% IIANA SOIL DES IGN PRESSURE 3000 PSF . - -- ROOF Jp157 � i t, , - - -- - K5 AT i ' -6 " Vail, CO 81657 WITH SiMP�.�ON . Tel: 970.476.4433 HANGER f 0 I � Fax: 970A�6.4608 H . THE ALLOWABLE SOiL BEARiNG PRESSURE ASSUMED IN DESIGN iS 3000 PSF . THE ] i � 'i �5 A � � ' -O " � (TOP FLANGE) � R6 PLAN .� CONTRACTOR SHALL RETA IN A UCENSED 501 LS ENG INEER TO INSPECT THE FOUNDAT IOfJ � ' � J Frisco CO Office EXCAVATIqJ , SOILS ENCINEER SHALL VERIFY IN MRITING THE ACTUAL SOILS CAPACITY iS , Z i i i EWAL TO OR GREATER THAN ASSUMED - -- R.S, BEAM � � � � �=�� ` '°' �' I Q ' � 620 Mdln ShCEt, SUIt! 8 RE � ARGH _ I • � W' ' Frixo, CO 80443 . . 4 F TIN A I A I A N I � � , � V i Tel: 970.668. 1133 . LL 00 C BE R NG ELEV T ONS SHONN ARE ASSUMED . Ex CT BEARI G ELEVAT pJ5 � Fax: 970.668.2316 RE � PLAN SHnLL BE vERIFIED iN 1hiE FiELD wiTH ACTUAL CONDITIONS BY CONTRACTOR wiTH G'� t � I '� • , - (�) -�5 I nPPROVAL OF SO ILS ENG INEER nND ALL BO7TOM OF F007 iNGS SHnLL BE A u IN 1 �4/M OF `/ � G I I O I Y � � , O , � GONTiNUOUS Denver Office 48 " BELOW EXTER IOR GRADE . I/4" = I '-0" i � e ' - - - � � - 1617 Wazee Stn�e.N, $UiTe C2 .. CONTRACTOR SHALL BACKFILL EWALLY ON EACH SIOE OF FOUNpAT1pN WAL�S IN 12 INCH I � �- (�J-%5 � � - , -i* � � i Denvef, CO 80202 MA7( 11AUM VERTICAL LiFTS OR AS RECOMAENDED IN THE SOILS REPORT . REFER TO SOILS i � • � GONTiNU0U5 RE PLAN Tel: 303.6233355 REPORT FOR BACKFILL MATERIAL . 'i O • , - - - - - � Fax: 303.623.Z262 i E NO BACKFILLING SHALL BE PUCED AGAINST BASEMENT WALLS UNTIL THE LONER LEVEL -� - � San Francisco Office FLOOR AND AAAiN LEVEL FLOOR ARE iN PLACE nN0 aROPERLY MJCHORED . CONCRETE , • • � � � �j T I O i �l � S1A85 SHALL 8E PROPERLY CURED . 505 Sansorr�e Streel, 17fh Flr. RE : PLAN San FranCiscO, G 94111 � CEN7ER ALL FppT INGS UNOER WALLS , COLUANS OR GR ID L INES UNLESS �-----� �/4 " _ � '-a " �iel: 415392.4433 OTHERW � SE NOTEO ON PLANS Fax: 415392.4454 I G CONTRACTOR TO PROVIDE , AT HIS EXPENSE . � IEL� DENSITY TESTS ON C01,pAC7ED FiLL . info�respRdeslgn.com I UNOER F00T iNGS AND INTER IOR SLA85 -ON - CRADE . A Il iN iMUM OF 2 REPRESENTAT ivE � � Cj � I O I �l � W� r��fgn � I TESTS SHALL BE TAf(EN FOR EACN FOOTING AND SLAB ON CRADE . _ _ _ _ _ _ _ ___ _ �+ . NOT IFY SOILS ENG INEER NHEN ExCAVAT 10N IS COAIPLETED SO THAT r�ID IT IONS �AAY BE I/4" = I '-O" iNSPECTED PRiOFi TO PLACfMENT OF ANr FiLL OR C(N/C? E � E F ALL NELDERS SHALL HAVE EVIDENCE OF PA551NG THE AMERICAN NfLDING SOCIETY STONE -- -- ST4NDARD WALIFICATIONS TESTS AS OUTLINED IN AWS - D1 . 1 . �/ENEER � Ic� MINIMUAI WELDS TO BE PER AISC TABLE J2 . 4 BUT NOT LESS THAN 3 / 16 " CONTINUWS FILLET � !!N � ESS OTHERwiSE NOTED . \ 1 , 1 W ? N�'�v 5� �R i Nr, GROU7: � � � 3 SL /+R C� CRADE A . NON - $HRINK CROUT $HALL BE PROVIDED: . -- -- �XB TREATED PLATE i a THE PREPARATION OF THE SUBCRADE FOR TNE SLAB ON GRADE SHALL BE IN STRICT 1 . BETNEEN COLUAN BASES ANO CONCRETE OR MASONRY SUPPORTS . ,-- ��)-3/4" m SEGTION I � ILATION , - WITH I/� " m ANGr-10R MATER� AL � nCCORDANCE WiTH THE PROJEC7 SpILS REPORT REFERENCED ABOVE . THE ' THfzL BOLr9 �� BOLT Ar i '-p° N CON7RAC7pR SHALL DIRECT pUEST10N5 REGARDING niE SUBGRnDE PREPARATION 8 . NOOD: � �� � � REOUIREMENTS TO THE GEOTECi-MaICAL ENGINEER . � O Y � A . ALL FRAMING AND 1RUSS LUA6ER SHALL BE DRY DWGLAS FIR , LARCH , GRADED BY � , ^ 4 . CONCRETE: NESTERN NOOp PRODUCT$ ASSOCIATION AND CONFORMINC TO UNIFORM BUILDING ( � v CODE AS FOLLOWS: - • r A . nLl CnST - iN - PLnCE CONCRETE SNnLL 8E MADE Wi7H TYPE i / i i PORTUND CE�EN7 , STOroE ' I � � � AGCREGATE ANO SHALL SATISFY THE FOLLOWING RE�l11REMENTS: 2 � TMICK - 4 � TO 6 " WIDE (WALL STUD ONLY ) STUD Fb = 700 PSI i � r � O � 2 � TO 4 � THICK - 6 " dc WIDER N0 . 2 Fb � 900 P51 ' - - • W J CONCRETE ITEM F C M i7t TYPE �u+X W/C RAT i0 S n iR REO . 5 ' T�-i iCK - 5 " k wiDER N0 . � Fb = 1350 PS i o ', � _I��- � �y� J NOTED ALLOWABLE STRESSES ARE MINIAlJMS AND FOR NONREPETITIVE USES PRIOR Tp .�I4 N W � FOpTINGS 3000 41 STp - - - - - ALLOWABLE STRE55 INCREASES . v� . i�i� I � > FOUNDATION WALLS 3000 psl STD - - - - - - � - -FLOOf� JOIST y,ll7F+ I SLABS ON GR4DE 3000 psi STD 0 . 50 6 1 /2 ( + / - 1 7 /27. ) B . PROVIDE CROSS BR � DGING NOT OVER B ' ON CENTER FOR ALL 2X NOOD JOISTS AND ExTERiOR CONCRETE 4000 psi CNA 0 . 40 6 1 /2 ( + / - 1 1 /2X ) 2X SOLID BLOCKING BETWEEN J01ST5 AT ALL SUPPORTS AND ENDS OF CANTILEVERS . L4X4X3/8 WITH -� �� , 51MP5C�N HANGER O J ' 3/4 " m X4 I /� " , -- - . � N �� • 5 AT I -4 " I�i� q KWIK BOLTS AT � '-O " � iF CONCRETE SUPPIIER PROPOSES USE OF FLYASH HE SHALL PROVIDE ONNER WITH C . FASTEN ALL NWD MEA6ER5 WITN COA�.qrJ NAILS ACCORDING 70 THE UBC SCHEDULE I �+OrzIZONTAL LETTER IND ICAT iNG COST REDUCT I ON AT T IME OF B ID . THE MODULUS OF ELAST IC ITY OF TABLE 27 - 1 7 - 8 - 1 UNLESS OTHERWtSE NOTED . ' ,� � O � nLL CONCRETE SHALL EXCEED NC1 . 5 33 F 'C (OR 57 , 000 F 'C NORMAL WEIGHT � , � > CONCRETE ) . D . LAMINa7Ep BEAMS 1 . ALL LAMINATED MEh6ER5 SHALI BE �ABRICATED OF DWGLAS FIR LARCN AT 12 � i ' II � . CONTRACTOR SHALL SANCUT JOINTS IN SLABS ON GRADE . JOINTS SNALL BE SPACED 15 PERCENT MOIS7URE CONTENT IN ACCORDANCE WITH NCLIB . ALL S12ES SFFONN - • � J FEET AND SAMCUT 1 /1 OF SLAB DEPTH X 3 /16 " WIDE WITHIN 12 HOURS AFTER PWRINC . ARE NET . I CnRRY ALL SLAB REiNFORCEMEN7 THRWGN JOINT . (OR ): FLOOR SLA85 ON GRADE MAY 2 . LAMINATED MEABER SHALI BE DETAiLEO AND FABRICATEp iN ACCORDANCE WITH � -STEEL BEAM „ BE POURED IN CHECKER PATTERN , AVOIDING RE - ENTRANT CORNERS , WITH CONSTRUCTION THE STANDARD SPECIFICATIONS FOR THE DESIGN AND FABRICATION OF SEGTION L4X4XI /4 WI7H -- � RE � PLAN WITH r - - - ab AT i ' - � " � JOINTS LOCATEp UNDER PARTITIONS NHERE PRACTICAL ANO WiTH NO DIMENSIpJ STRUCTURAL GLUE LAMINATED TIABER , LATEST EDITIpJ AS PUBLISHED BY AITC . 3/4" m THRU SpLlp WEB BLOGKiNG , � �,/ERTIGAL � I EXCEEDINC 15 FEET OR TOTAL AREA OF 200 SWARE FEET . AT LEAST 48 HOURS SHAIL 3 . PROVIDE UNITS CONFORMINC TO AITC 117 . 24FV8 , D . F . FOR CONTINUOUS MEMBERS BOLTS AT 2 '-O " ELAPSE BEFORE POURING ADJACENT SECTIONS . AND CANTILEVERS AND 24FV4 , D . F . FOR SIAPLE $UPPOftT MEABERS - ME66ERS S � G T I O 1�1 � , a � I $HALL BE DESIGNED WITH ZERO CAL6ER WITH TOP $URFACE CLEARLY STAAPED D SLABS , FOOTINGS , AND WALLS SHALL NOT HAVE JOINTS IN A ON EACH ME1+8ER . HORIZONTAL PLANE . ANY $TOP IN CONCRETE MORK MUST BE MADE AT THIRD POINT OF I /4" = 1 '-O" • SPnN WITH VERTICAL BULKHEADS AND HORIZONTAL SHEAR KEYS UNLESS OTHERWISE E PLYYAOD DECK nND /OR ORIENTED STRAND BOnRD , , SHOVN . ALL CONSTRUCTION JOINTS $HALL BE AS DETAILED OR AS REVIENED BY THE 1 . PANEL THICKNESS SHALL BE AS SHOMN ON THE DRAWINC . APPLICATION SHALL BE . I ENGINEER . IN ACCORDANCE WITN RECOMAENDATIONS OF THE AMERICAN PLYNOOp - -ROOF ASSOCIATION . ' � {ZPVI510(1S: i E . nLL CONCRETE NORK AND REINFORCEMENT DETAIIING SHALL BE IN ACCOROANCE WITH 2 . EACN PANEL SHALL BE IDENTIFIED Wt7H THE GRADE - TRADEMARK OF TNE SHEATHING . ACI BUILDING CODE 318 LATEST EDITION . UNIES$ NOTED OTHERWISE , USE STANpARD AMERiCAN PLYNA00 ASSOCIATION AND SHALI MEET THE REOUIREMENTS OF U , S . HOOKS FOR DONELS UNLESS OTHERWiSE NOTED . ALL EXPOSED EDGES OF CONCRETE PROOUC7S STANDARD PSi , l.A7EST EDi710N FOR PLYNOOD . A�L PANELS NHiCh� i I /� " GLEAR NORK $HALL HAVE 3 /4 INCH CHAAIFER . HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE WEATHER SHALL BE OF TNE EXTERiOR TYPE . �2 ' 5 . REiNFORCEMENT: 3 . FOR F�OORING USE 3 /4 ' T &G STURD - I - FLOOR SHEATHING GLUED ANO NAILED nT rpP pF P�ATE 3 � 4 ' O . C . ALONG PANEL EDGES AND AT 12 ' ALONG INTERMEDIATE SUPPORTS . RE : PLAN 4 . AL� REINFORCING SHALL BE HIGH - STRENGTN OEfORMED BARS CONFORMINC TO ASTM 4 . FOR ROOP USE 5 /8 � (48 /24 SPAN RATING ) EXPO$URE I SHEATHING NAILED AT 4 " � " GLEAR- ' � A 615 , GRADE 60 EXCEPT TIES , STIRRUPS AND PLATE ANCHORS WiICH SHALL BE O . C . ALONG PANEL EDGES ANO AT 12 " A�ONG INTERIAEOIATE SUPPORTS . � i DEFORMED BARS . ASTIa DESIGNATION A615 , GRADE 40 OR ASTM A 706 GRaDE 80 . 5 . EXTERIOR WALLS SFiALL HAVE ONE LAYER OF 1 /2 ' EXPOSURE I SHEA7HING _ NAILED AT 6 ' O . C , ALONG PANEL EDGES . t B . WELOED WIRE FABR IC SHALL CONFORG TO ASTM A185 GRADE 65 AND SHALL BE LAPPED 6 FLOOR AND ROOF SHEATM ING SHAIL BE INSTALLED WITH THE FACE GRA IN _ � . #6 AT i '-O"x � ONE FULL AAESH AT SIDE AND END SPLICES IWD WIqED TQGETHER . PERPENDICULAR TO SUPPORTS WITH END JOINTS S7AGGERED . \ -ROOF JpIST � 7 . INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS , TONGUE AND RE � PLAN � C POLYPROPYLENE FIBER REINFORCING SHALL HAVE FIBER LENGTH COORDINATE WITH GROOVE PANEIS OR SOLIO NOOD BIOCKING BETwEEN SUPPORTS . � nGGRECATE 5 RE AS PER MANUFACTURER 'S RECOAMENDATIONS . AMOUNT OF FIBERS �� , � i SHALL BE A MINIMUM OF 1 . 5 L85 /YRD3 OF CONCRETE OR THE NAOUNT RECOA�dENDED F . PREFABRICATED MOOD MEA6ER5 SHALL BE THE TYPE NOTED ON THE pRAWINGS AND � , . ° i I BY THE MANUFACTURER NHICHEVER IS GREATER . SHALL BE �TJI - J015T ' AS MANUFACTURED BY TRUS JOiST CORFORATION . - - H2 .5 GLIP »g AT i ' -Q " DfdWl (1K T11IP : i � D RE INFpRCEMENT PROTECT ION: ALTERNnTES SHnLI BE REV IENED Br THE ENC iNEER . TO BE CONS iDERED , ALTERNnTES ExrERiOR SHEATHING - - -FSLOGKING RE �, PLAN � � 1 . CONCRETE POURED AGA INST EnRTr+ 3 ' SHnLL HAVE A LOAD CAPAC ITY IN BEND ING , SHEAR . MID DEFLEGT ION EOUAL TO OR �I 2 . CONCRETE POURED IN FORMS ( EXPOSED TO WEATHER OR EARTH ) 2 ' GREATER THAN 7HE SIZE SFIONN ON THE DRAWINGS NEB BLOCKING AND BRIDGING TO - • BE AS REOUiRED BY THE J015T MANUfACTURER . - ' ` --4 -- ' � ` i E REINFORCEMENT PLACEMENT AND TO�ERANCES SHALL 8E IN ACCORDANCE WITH } . ; ��� • U� ��o _ .,�..y�._, : ��_ o,. .: SECTiONS 7 . 5 , 7 . 6 AND 7 . 7 OF nCl 3t8 , LnTEST EDiTION . G LAMiNnTED VENEER LUA6ER MEMBERS SHALL HAVE THE FOLLOWiNG STRESS � • c �oc.; ly �� .� O^O . �j� ' � -�'o CAPACITIES: FB = 2800 PSI , E = 2 , 000 , 000 PSI , FC = 750 PSI , N = 285 PSi BUiLT � � �j T I O I � � � �I I� F . NO SPLICES OF REINFORCEMENT $HALL 8E MADE EXCEPT AS DETAILED OR AUTHORIZED UP MEb�BERS SHALL BE CONNECTED IN ACCORDANCE WITH MANUFAC7URER5 RECOMIAENDATIONS - '- r- I 8V THE STRUCTURAL ENGINEER . LAP SPLICES , NHERE PERMITTED , SHALL BE A MINIbIIM CONTRACTOR SHALL HAVE THE OPTION OF USING 3 1 /2 ' OR 5 1 /4 ' WIDE MEb6ER5 . I /4 " = I '-p" O ' ° ' ' , OF 48 BAR DIAMETERS FOR /6 BARS AND SMALLER AND SHALL BE A MiNIMUM OF BO BAR � �+ - - -� � -' � , ' t� DiAMETERS FpR /7 ANp /8 REINFORCEMENT UNLESS OTHERWiSE NOTED . MAKE nLL 9 . GENERA�: `� BARS CONTINUOUS AROUND CORNERS . rzOOF SHEA7HiNG I �3� -� I A . ENGINEER 'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUT � ONS . G . PLACE TNO /5 (PER B � THICKNE55 � WITH 2 ' - 0 PROJECTION ARWND ALL OPENINGS IN SPLAROOF FRAMING i � CONCRETE WnLLS , SLABS , /�ND BEAMS . ALSO PROVIDE TNO /5 x 4 ' - 0 DIAGONA�LY AT B VERIFY ALL OPENINGS THROUGN FLOORS , ROOF MID WAL �S WiTH MECHANICAL AND 2X10 LADDER FrzAMING - -. � �� Frz EACN CORNER . ELECTR iCAL CONTRACTORS . VER If iCATiON OF LOCnT iONS , S IZES , L iNTELS , nND rzE : PLAN � -- SiMP�'.,ON U HANGErz REW IRED CONNECT IONS ARE CONTRACTOR 'S COMPLETE RESPONS IB IL ITY . RE � PLAN H . CONT INUOUS TOP AND BOTTOM BARS IN WALLS AND BEAMS SHALL BE SPL ICED AS 2X BLOGKING -� . �- . - - Ddte: S�� 7�99 FOLLOWS: TOP BARS AT MIDSPAN . BOTTOM BARS OVER SUPPORTS . C . PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EOUIPMENT OR OTHER - � _ . I NOTED . ITEMS TO BE ATTACHED TO THE STRUCTURE . ENGINEER 'S nPPROVAL OF CONNECTIONS *� ` I �' AND SUPPORTS SHA�L BE 08TAINED . UNLESS SPECIFICALLY DETAILED ON � S � �j T I O I �l 2 Project No: � S7RUC7URAL STEEL: ARCHITECTURAL AND STRUC7l1RAL DRAWINGS , RESPECTIVE SUBCONTRACTOR _ , � SHALL FUF2NISM ALL HANGERS . CONNECTIONS , ETC . , REQUIRED FOR INSTALLATION OF . i ,.� �. _ � � ;-,.. -_ �_� _ __ __ - Ia_ ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 E%CEPT PIPE COLUnNS �WICH HIS ITEMS . I i SHALL CONFORM TO ASTM A53 PND TUBE COLUANS TO ASTM A500 , GRADE 8 , LATEST � Urawn by: I EDiTi0N5 . STEEL SUPPLIER MAY PROViDE nSTM n572 . (77ADE 50 AT HIS OPTION . D . PROViDE ALL EMBEODED ITEMS IN STRUCTURE n5 NOTED ON ARCHi7ECTURAL . SIMPSpN f+2.5 - �- � '� -- - � MISCELLANEOUS EA6EDDED ITEMS SHALL BE A}6 STEEL . STEEL . �ECHANICAL , ELECTRICAL , AND STRUCTURAL DRAWINGS . MISCEL�ANEOUS FRAMIN6 ANGHO�t --- - --- - - - - - - i EMBEDDED 17EMS AND ANCHOR BOLTS SHALL BE NRN iSHED BY 57EEL SUPaI iER nT EsaGN JOI57 e�P'O•�R���Sr Checked b I B AL� STRUCTURAL BOI.TS SHALL BE A325N INSTALLED TO A MINIAUM SNUG TICHT AND INSTALLEO BY CONCRETE CONTRACTOR . STEEL SHALL FULFILL ASTM A36 . � O .'�M H. /�/ • F Y• i CONDtTION . ALL ANCHOR BOLTS SHA�L CONfORM TO ASTA1 A307 UNLESS NOTEp O�% �P �'L '. �` - - ' OTHERWISE . E pROVIDE ASPHALTIC MASTIC - COATING ON ALL STEEL ANO MOOD EXPOSED TO THE EARTN . SEE GENERAL NOTES � ; .a '�l!F'.�_ [- N�' :�� ° Ul� �n ; � - - . � FOR DIAPHRA.GM A � n"- `, ' c...F �. ,'. ` A 'r � � 1568 r � 5IlP2t: �. STRUCTURAL STEEL SHALI BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE C . WATERPROOFINC , VAPOR BARRIERS , WATERSTOP , ETC . , SHALL BE AS SHONN SHEAR WO,LL NAiLING : LATEST PROVISIONS OF AISC 'MANUA� OF STEEL CONSTRUCTION . ' qV THE ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFiCAT10N5 . � ' .'�¢ iEU �� r t- - rlr� �vt�� t ��.,, ,. '��� Y D UNLESS OTHERWISE NOTED . USE STANDARD FRAMED BEAM CONNECTiONS WiTH S7EEl i �as',� �t niFnN„ - • n o BOLTS PER AISC 'MANUAL OF STEEL CONSTRUCTION ' TABLE I I - A , l i l OR IV OR 'ASD OF �p��_ i, H� �� r � � �. :[ -��- A�,� 1 ���'I� � S IhPLE SHEAR CONNECT IONS � TABLE X I , X I I OR X 1 I i W ITH A325 - N BOLTS OR ONL 'r r=r��'�,M �- � , .��'�F' � � NELDED EW IVALENT . SELECT CONNECTION TO SUPPORT 60x THE TOUL UNIFORM lOAD BELO�'y' I CAPACITY FOR EACH CIVEN BEAM AND SPAN . STEEL SUPPLIER MAY SUBMIT ALTERNATE /.� _� CONNECT ION DETA ILS ACCOAPAN IED BY CALCULAT IONS STMFED BY 11-IE REC IS7ERED ` , � . O � ; PROFFSS IONAL ENG iNEER RESPCy�SiBLF FOR THE CCuvNFCT ! ON DES i ,N F� FNC; iNFER '; �'' \ �E � , FW � EGT I ON ro v ��� ,a . _ � .-, . ��� c , 99q Rt�C� �� r . - Ii I - . __ . _ _ . . I � � � Ii THE RESORT DESIGN � I ICOLLABORATIVE � � I N T { R `1 A T 1 O � A G � _� � i � .� i I ARCHITECTURE, i PWVNING, INTERIORS I ---- - Main Office: Vail, CO ELECTRIC,4L. LEC�END � , � SF,� � W, .� I � � � I ��� � / � � 8'rMDOL DE9GRIPTION i V�II, CO 81657 I Tel: 970.476.4433 ` � I Fax: 970.476.�608 DUPLEx CONVENIENCE OUTLEt I I � !� DUPLEX _ � FfISCO, CO OI�ICC I � ' � �R'aM GRDUND PA�uLT�1TERUPT LET 620 Main Sheet, Suke a � Frisoo, CO 80443 � � � DUPLEX CONVENIENCE OUTLE7 Td: 970.668.1133 I i � ` � DUPLEX C'.ONVENiENGE pUTLET - Fcc 970.668.2316 � / I ' LLEATHERPRDOF �� �� I ' � � ; � FLOGR MTD. DUPLEX CdJVENIENCE OUTLET i I ' 1617 Wazee Sp�eet, SuiEe (� � � I ` � F�OOR M?D. HALF-BUATCHED CONVEN�ENG E O U T L E T � Denver, CO 8020Z I I ' � . � . � . , `' ' ; Td: 303.613.3355 � � � � , � HALF-BWITCF�ED GONVENfENCE OUTLE? Fafr. 303.673.2262 � � � _ _ \ _ _ � 41E I _ I _.__ - ' . �� �r an�eT i San Francisco Office ; � _ _ _ - -- . _ __ _ __ � . _ _ . .- - _. _ _ .. � -^� - � . � a 505 San�orne $tieet, 1 Jil� flr. I 7il I � ` \ San Fnncitco. U 94117 , I � - .\ - - � � _ � I ^ ' T---,=r--�--- - - �' I 7 /.;' + ��� � � 3-WAT dWTCN j Tel: 415.392.4433 � � � _y_�� �;., � � Far. 415.392.4154 I -- T ' � -� _�._„ ` --'� -i _.�. r `_._ � i _ . i.. � . 1 i \ � �� �4 4-WAY BUNTCN II�O�rN010f�d -t01A /� R � � - - � a":�"^�,. . _. .. . ' _ ._:� . . ,. � .. � ` `�` ` . ��� - " - v - -`r`..'y . r - - - -, 1 - (- \ I r / .. � WWw oolll -� -- - { i � Y i . � � r� 1 � : � / � /� � .�-,.� . �p DIP7"ER dU1TGN �• I / i t }� _ _ �_ _ . . _ __.. . .�. _1._- ---- f � % V � ��. + ____ __ . _ _ � � �— � � � , , , , � � , ---��. � / I� , �, BWITCH M DOOR JAM6$ ,. . � � � � '�,'' \ ,� >'' i' �\ � i � ' i i i q ` I� �i i. .__ .-. -- � '� -_ . 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I I II Dabe: � ; 19i99 � ' � � � �♦ � � � ' l -( __ .µ. � . �� � w O , �- _ . � ' 1, � il ; ' . � [' � L, .� /�', �-, a? � G�'� � ' .. � � �}�_,�I_ .. � _�� 4 trJ � � � I �1 �� �= '� r Project No: 23mmI.�E z �,�, '� �_.._ RB * - - � � � I i � � � ��— � - 7 6 15 9 � ' Drawn NK I � � '� / �' , rn �� �� -,�. ^� _..-�.. �� �C.�, � -_ z� � _ _� _ � � ,_.. - - - �NSED aaci' � c',�aey: - - --- - - � ,- I ? hee2. la I 4r :..-�....��.. , � � _'_ - -_-_ a � ' y � � J �i 1 1 LLJ o � — - — - — - — - — - — -� � � 1� �f, .� ..,. TA. GONG. � �I I �� , �' 4 NOi� T4-� � LE ',/ � TION � � 3 _ � �UES � E � EU .4T101� ��-� ° ; �� i -� - - - � .'� 4.0 SCALE : I/4 " = I ' - 0 " A4.� % 5G._.� G ' 4'—_ - _�-- ----- — � � � O E / (S �_ - I � � �� C I (' ;C; 1999 RDCI � I 9 _ __ - - - _ _ . _ _ . ----_ - -- ----- -- — � �. i � a . , _ . . .. . - . „ _ . . .: _ . .. . _ , . . _ . . . -. - . . , . _ . _ . ., . w . . . , . . : • ' " � - • � • - - : : - _° - - . ,. . . . . �. _ , _. _ . . . . � , . . . . . � . - . . , . _ .—.:*� . _ . _ . . . . . . , -- ------- - -- ---- — - ----__ - - - - - - - -- - - --- - -- -- --- --- - --- - -- - ------ - --- - -- -- -- - - - - -- _ I . ____ _-_ -_ __ _ _ __ "_ . _ -_ _ _ . _ -__ . _ .-_ . - -. _ ___ _ _ _- _ . _ � � I'� DOOi� SC � EJ� I� LE WINDOIR SCHEDULE �,� YODEL 11 DET I DOOR Tl'PE FR,qME TYPES HARDUJARE CsROI.iPS �K UNIT ROUGH OPEI�IING (11 x H) VENTING HEAD JAl[B S[LL HD HT REYARKS NAFth F1�AME T7PE �� � Y A 11 - 2024 1 ' - I X 2 ' -5 3/8 6 ' - Im" GA9EMEN? WMDOW A � _ , „ THE RESORT DESIGN � � � A) INTERIOR - UlOOD GROUP "I PRIVAGY B PRENCH 3 -0(6 - ifd) v b - Im RQENGH GASEriENT B � ►�aRDU�aRE c=ROUt° e� �A�E c,�¢ouP n - P,,,sS� , � C 0 L L A B 0 R A T I V E G ) G A T E Gl�OUP "3 - SLIDINCs G GIFEENE�OIJSE U1DW. I' - I�" WIDE 6 ' - Im" G i . r c ■ � � r � o r e � DOOR TYPES n ) °��� �R�P �d - �SA'RAGsE � 21 - 24$8 4' -9" X 5 ' - 3 3/8° V/V b ' - I�d" GA9EMENT WINDOW D CsI�Ot.tP "5 - GAtE E GU3TOM 4 ' -8" X I' -!�" ( °vHORT LECsJ P - � E _-- — I GAR�Ya� F FRENGN 3 - fD1b - 10J F 6 ' - f�" H�NCH GA3EMENT FIXED F � ARCHITECTURE, � I ' PLANNING, INTERIORS � -- — - - -- - - --- -- - - MEGHANIGAL BATHROOMS GLOSE79 C' �ENGN 6 -�D1b - 12) V/V 6 ' - Im" FRENGN CA9EMENT PAiR G _ � � N �gTpM 9� - 4 ° Cv.I .F ) x 8" � 9NOR7 LECs ) � 6 ' - Im" PITCNED TRANBOM- 3: 12 SLOP£ OvER WINpOW G � F N � � � - - - - --- _ _ - - _ _ - - - - - _ - - -- - - - - - - - - - _ _ _ - - - - � - - - -- ---- - - - - - - _ _ - _ . - - - - _ -- _ _ _ _ - - - - - --- -- -_ - - - - - -- -- - - - -- - - - - - - - -. i � _ I ,I i PLANTING NOTES . i :`v i / i 1 . The pl�at list is provided for thc coavenicnce of the contractor. Tht d" / I I � � �i 1 � �� � T H E R E S 0 R T D E S I G N I contractor shall vttify all plant rnunts and if � discrepancy exists the d- ' I / i � , '� ;' COLLABORATIVE ; plan shall Eovern. O I � I I �� / � �p�� ; I i N r i � n � r � o i • i. i ca Contraftor shall bt res asiblc for 6ecoming aware of all 2. lxnds pe Po 1 � i �, ', I � � ' i � .' i _ _J mderground utilitics, pipes and shnctures. The Landscapc Contractm Z 1 i I -- ' -- _ ___ shall be held responaible for contacting ail uHlity companies for fidd I ', 1� I� j � tocation ot all onderground utility lines prior to any excavatioa. � ` I � I i , /� �� I ARCHITECTURE, 3. Landscape Contractor to reccive site graded to +/ -0.33 f'oot of finishcd ' ' /' ' � � I � �a�. � � � o � , � � � � , � � PLANNING, INTERIORS � � � ! � location and st ' of all lant materials shall be at the direction , 4. Final �kmR P of Landscape Architect. I.andscapc Contra�tor s6a11 not proceed with 1 ,.�v d I � planting operations uutil st�king is fully approved. 1 �� G+�T� ��G►ETi ��� V N T� �J i cb Main Oftice: Vail� C� S. Planting bacid'ill mix is to consist of 80°� native topsoil, and 20% pea[ � �/. � 1000 S Frontage Rd W, N300 I �I"IAIt-I � Uf1Di�"fUP-��D va��, co sies� �ss. � � 6. Shrnb beds and trec wells uc to be mulched with 3 " shredded malch. RO�K R`rt � /�-�� I Tel: 970.476.4433 e to be a roved bv Lmdsca Arrhitect prior t o � '��'� � ! � �/ I Ftic: 970.476.4608 I i Mulch sampl PP . � � � � , � � � installation. � � ' � � � �� � � ' � � � � 7. Atl planting beds shrlt be separated from sod and native Rrass ueas by MA IN HOUSE ` � FfISCO, C� �ICB �', 1 /B" x 4" galvanized steel edging. Tack cdgiag in place with 12" edginE � � i 620 Main Street, SuiUe 8 � � � i Frisco. CO 80443 � pins at 40" ntinimam spacins. �T�� I ' I Tel: 970.668.11 E3 i 8. All deciduous trees aze to be staked with 5' steel 'T' st�lces and gayed 1 1 a' � / I , Faz: 970.668.2316 � with # 12 galvanized wire aad l- 1 /2 " wide, qrern, nyion tree straps. AII � / I ej�� 4 evergrern trees are [o be staked with tltreq 5 ' stecl 'T' stakes and guyed � , � , Denver Office I � � II � �0 '0„ , i� I 1617 Wazee Street, Suite C2 � with # 12 galvanized wire and 1 • 1 /2 " widq grern, nylon tras shaps. ' � � I re� , � 9. Landscapc Contractor s6a11 sapply and distribu[e 40 cobic yards topsoil L ; ) T � I 1 �T� ���� , � � I Denver, CO 80202 ^C� ' � to proposed plmting beds. Contractor shall also suppty and distribute 5 1 �('U �M�h � �,, ;p' / � ' Tel: 303.6233355 i cubic ards of or anic compost to proposed perennial areas. Mixture to �� I � ' � � II Fa�c 303.623.2262 � Y 6 � � ' : � � � ; 4�C o � � San Francisco Off'ice � 6" and Fine aded to ovide ositive , • , be caltivated to a depth of gr p+ P �� ALCONY �?� , i � � I drainage. Export e:isdng soil as necessary. 1 8399' -g B � 10. Pcrennirl flowcr bcds are to be amrndcd with 4" of debris fret topsoil 1 � ���'`�� �� �j ;' ; I qv � � � i I 505 Sansortie SU'eet. 17th Flr. and 2" oraanic compost. Mixtare to be cnitivated to a depth of 6" and A�� >� cb �r / San Franeiseo, U 94717 � \ ti,, q� � I Tel: 415392.4433 � fine graded to provide positive dreinage. \ �� � ! x / - - - --- - - \ \ 1 8399' -6 l�� \`� �r � � � i Fax: 415.392.4454 I 1 . Prepazallon of native grus areas will inclode the following: � ,t� �I � ' � / � � I , - loosrn soil to a minimam of 4" depth. Remove stones over 2" in % ` W� 13E'`IG�'�` A ` '� � • diameter and sticka, roots, rubbish and cxtraneous matter. - - , � � /' / -- _ � J � � � � www �ewrt�lafign.c:om 1 � � � HbT I I b. .i _. . . ..f:. ._ . I . : .'�. . . " '�'7,7,` � -�'1 � �� Q� � / � . _N(}E � � _ . - _ _ _ . in - dietribate 1 " of topsoil ta be cultivated into nadvt soiL \ ' � I I 7t� I I � r _ -�� � � �4 � j� / F P � d � � Srade azeu to a smooth, free draining evrn sarFace with a loose, - I i - f t-� � I -� - , " ' / ' . r:OW� r. _ _ _ , modentdy coarse textnrc. Rcmove ridges and ftll deprcssions as ` �9 - - - : l ' �� , � ' ',; ?' " P � !/ \ j III , , 5� , � �- � � ,� �� � � � � / � � reqaired to drain. 1 � ;n I I l I ' / � , 12. All disturbed arcas to be revesetatcd with native grus seed mix wwn \ I i �, � ' +-' IIf -& � ' � � ` !� si1F 5 ' � � with the followina mix at a nte of 421bs. per acre: \ ' I � � �' - / ' . `' ' I i i �' ' � � � i t � _- �" , .% �. /� � � � i / i � l5°io creeping red fescuc i � } . _ � � - � y.� _ 5� 8, , \ \ ` i \ .� �P '. V I 5 /o she fesme �� � . � 4� �T �`� 2S% a ona feacne a ✓ELLUx 5KYLIG�-� � ` .- _� �!'' �. - - u . - " 3 ` - � ' . * . � � � � � jOp eAC�` '�F I I � � -�- ' - L . � 3 c. � 8 lb � I 30% canads btuegrase uIOOD BEAMEN RS �� _ -_ - = 7� - z -- - � - - i ., ;� � a�� . � -: �� .xti; ''i' � � , //�� � 1 � !0°� idaho fesrne �_iu � 3 � � ,� h ,� '� I \ J ` `� � IS% slender wheatgrass � � � � , � � 13. One applicallon of a di-amonium phosphate fMiliaer, 18-96-0 at the rnte i I, I � \ � ~ .� ;. r ` '` •\ `v' I `/ � W( � 000 s.f. , shal1 be broadcast prior to seeding. � 0 �� � � CsARAGE EX7EN510N � � � � / \ I I < V V I of 8 16s. pn t , I r , l I � �� ' e r\ L � � � L J TAIU 90'- � -� A{.WUA's`�. � , � � O 14. Mulch all scrd sown aztu with 2"-3" of weed free straw. Tacicify �n �� � I � L - � I � jr ' i tacltifier at the nte ot 120 83398 3:� 3�17 � Y � �` -- , ' 1 eu with an a oveA or 'c :��� J aw malcb ar 6� str PP� L �. I Ibs. per urc. la � � I �i � �' � � ' .�\ _ - -- -� . / , I W J 1 S. All seeded ucaa with a slope of 2: i or greattt shall be cvntrolled with VX � S T� ('� b� S P P' LIG �% ir7 � � - M � eroaioncontminettin�. � P�MA1 H TYP i� � � 3:1� 3:1� � i i / �[ �� � ,. �- 8 9 8 80 i i I I � W � � � 16. Akcr socding, rakc or drag su+'fatt af soil li�htly to rciacorporate seed u I � •� `; ��AC.K� ,i � i �I A � � ry �`' ti�?� �� �.� � � - �� ��� � �� into top l /8" of soil. 83°� � � �� g5�� a ���� � � � I 7 . Landscape Contreaor shall install an18" wide rivv rock drip edge at all � i � ;� \�� �'� ��� � � �, ��� � � � � Oi A � roof drip lines• Line rivn rock with filter fabric. • h an automated �� �� ' t^ I � � I 3:12 � �� -F� - '+' - '� � � 18. All newly planted trees and shrnbs shall be irrigated w�t p I I 3: 1� j I ' W ! � � � I �- �` -�t dri s etem. Perennial Flower bed and lawn ueas will be irrisated with �� � W � � � � P Y 8394 I�' �� � ' J�'x ���� n s ray heads. l2 " pop-nps at flower bcds and 4" pop-ups at lawn � , % � ���Cl�G TAT� P�LL D�� T ��'���-�f I P°P� P P � }�',. ,. � �• � �� r' 89�� � v✓� 1`fAT I V G (sP�� .SEE D I i v� I � area+. Zone ftower beds and lawn areas seperately. Zone san ueas and - - - - _ - _ _ - - - - _ - -_� I_ - - - '. , ;�,: „;�. tr , y / . ' �' . 183�8 � �� � _ ., O I �- - - _ _ siude areas seperatdy. � : • rJ .,� \� \ .:\ �� 30�, (�� 8386 . � , „�� , r > � � ,� � ` � � � � � � � y, Laudscape Coatraetor s6a11 submit a written docuroent regarding its � u , �.���� policq on Plant Guaranfee and Replrcement to the owner. Each �- l '�- . / - ' .- : *� , ' % ti � \ ` - _ - - / � i � Gnarantce shall conform ro the minimum standard of replacing atl � - - - I � \� \ \\�' , I � 1 3� -_r— c�+ �. • .8384� ;y/ . . . ' material inclading labor, due to siclrnesa or deatd of a plant for a period -� - ' , , . . • �'' � �, � I of onr vear following the planl 's iretallation. � �-I � 8-�6� � . . / . � . � 1 I I - .. / i _ . � [ � , � �l._ � '• . `/ . � •., ' ,;�� ,�' I i - - - - - - - - - - � - �� -- —� -- �-- � ti i� � � / �,% �i`� g379 �� �� � V I 83 . . �� I i:::. I �ve� -r,�.-r � Aw DISTUP-8E� C I . . -- - . s \ ..> : �� , . �, „ � / , J Ap-t`A � ,/� I'1ATlv � lsP��� � �; � � � �i i .�, . . ;r,; , ��;�� '�,:'.� ti - � � ; — - ---- - - � m ` � " �CED MIX '" — --- - -- - - — — , • / � ' � � �- - - � - - :. •: .; {, > .�i f , �� � Revisions: i vX h��`� C,PP � �� I � I a. �Y' •. , � � / 8380oF pSPHP�� .�\�� / I PERI� ' T SE7 5/IS/99 I , ��,ND � - � •� _._ _- -. _ I .__ . �' •{^ ;� . _, .. ' �� -� EpGE ��-\��v / 1 • � � µ � � � � � � �,� y� � �� � g38� � � � �, \ 83 4 , I S� �- X � �';� ° 4�.'� : TAW 83' -6 ' ' , ,� , li � , .`" •` :� '�. � � . PEP-�I'If'11P� L o PLUW oP�� \� I LP11� T i � ; r.� � ' ew. az � - m' I _ _ — --- - � �11- - " �ITE t� lf`i � P �A {-tAt� I� — ; _ -� ; 82 To,� 83, _m„ ex� �ep 3 ' ir-r }-1LIlsMT � , ; ,;��� � _ _ _ -- � D ._ '•.. �.W. 8Z ' -O � I I - �� - pa., _ _ -- , I � _ �� � _ _ °� - - ' - ------� G _ — � - � G� � � � p � t � �� � � �"` ` - --- - — , , ' � _ _ _ � ' -- Drawing Title: � �� _ - - � - _ - �__s-"` g3839 " I - - - ' I I // .. .a�g� 1`� I < 8384 ��,r � � � � \✓UULLY `fr1Yh'lE � fsl�-vUl'iD�vv �� �i i � I ; � � � � ' - - -.. _� `� PLANT LEGEND � _ . - - - ,, � . �- --- - _ . / I� I Date: --� , I, ig� ,�� I - � -� - - - —' _, i — � �, _ � � Key ty Botanical Name Common IVame Size u; ' �- �— _- PT 2 Populus tremuloides Aspen Z" ���Pn� S�s�� � Project No: 23mml .m� � �� PT 3 Popalus tremuloides Aspen 3•, caliper, single - -_- _-- — 1 � _ . . � - � Assorted Ground Covers and Permnials: 125 �a one gallon container and � Drawn by: NK., S.Gi s I - -- - ----- - - --I • I 15 flats (J2, 2-1 /4" pots per ftat.) -- - � � I r---- --- ! 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A l .m G O V E R S N E E T � 'il ti T [ l tl A 7 1 O N A L 92�1 WE3THEIMER I61'1 UJAZEE STREET, 3111T'E C2 166m I'1TN STREET, 3UITE Iml 0210 EDIUARDS vILLACsE BLVD., "A�fdl P.O. BOx 115 q2,m $ ITE f LAN • I CsARACs F A DDITION HOUSTOhI, TEXAS ��21m -4514 DENVER, COLORADO 802m2 DENVER, COLOfEADO 8�202 EDWARDS, GOLORADO 81632 AvON, GOLORADO 8162(d - I TEL l 'T13 ) 331 - 1bm3 TEL ( 303) 623 - 3355 TEL ( 303) 613 - 4921 TEL ( 910J 9�6 - 3443 TEL ( 9lm ) 949 -649fd ARCHITECTURE, ' LOWER LEVEL GONTACt: STEVE 9NAPER FAX 13�3 ) 623 -2262 FAX ( 303J 623 -66�2 FAX l9'1� ) 926 -344m FAX 191�) 262 - 2162 L1.(d PLANtINCs PLAN Vt�1NNING, INTERIORS i GARAGE = 582� SQ. FT. CQNTACT: NAMITA KHANNA CONTAC7: GR41G CARROL CONTACT� JEFF COHEN CONTAGT: 3COTT SONES - - - - - -- �, 8 Main Office: Vail, CO ' ,W A3.0 LOUIER LEvEL FLOOR PLAN ', � , 000 sF�r,�eadw, ��oo � vECOND LEvEL �LOOR PLAN ' ' ��; g7p,476.4433 I 11�}�R LEvEL � v�i, cq e� es� 'r I f�QMILY ROOM = 6 (d5 SQ. FT. 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IHWl1� x' DlarsR The iva�nce of � permit bned oo p4oe. spedfiatianr rod a16s d�h thYl �� . rae�aw �d pevent �he buildieg official from thaeafter reqai�loj Ihs oa�ecfip� e( I eaon io uid pW�s, specifications and other data, or hom psN11iK bdll� ops�tiom bei� cartied on thereundcr when in viohfioe p( Ws ppM prd( , site plan symbols architectural symbots material symbols •�°�«��°°^«5 �s;°�sd;n,°° _- - _ ___- __� r - -- � f� 9 � iNrcu��s: �� . N��� DATE:� Drawing Title� exi�Tn+a �s�ru�s ��or�es�o Exisrn+v ranTU�t rworosrD II _ np wi�oi� s��now a � raws �iw+ _ w� , �-U� _ --� -1OO cON7ot11e - ��- -- n� M�OT �uv.4r�A� �%� rrL.w7 A � 'o�r' ��1e ,� � e•M�TN �-�---�- , .-. rL.vWOOo - - _ -R �7lO�RT1' LINE _- _ ' - R }-1 NYC!lONT � ��rM�! � � � I�OC1C � �' IVA� � � -w• Y �� I UHTFI ►INIOFiQS. 1 ', . c� I I - ' -� CiN77R LIN! - - - Q -�._' V4LY� �._ � RMIMi WOOC /� /� ~a� � 1�01b1a LLlOOG/ '• �' �� � * / � ��� I �J.� I �rU � � II - --- - `1�F�T/M'{�OCJC - --- - -�-- UTILITY rOLt -�- WILDMIO oECT10N 6 �w � i ;�7 r01ld� FlLL � CONTINtlOIN . - " --' � :'.� ��� I 1l10NT O► W�[Y A1 ��»y�. �WMIiF�I � TR,4Nl�OIl�R � !*Ltv�►TIAU •Y�i I I '� � �- ANC.� TpP �pIL ROW�FI uIOGC� •t - STdl1 DRAIN p_ � LIdMT � � � OI�C-0N7M'11J01M �. M- �/WITAIlI' N11�R M Q e1�NT � � �y�A�TM~ `/ � 1�0.4GNC MAT'�/ � � . �'�� , iMIG, rL.�TtR W _W _ YlALL MGTIQJ A1 � � N44Tt11LIN� � I t tLOGTlIC LDi -� - O �MANMIOLtt . 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