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Home My WebLink AboutPRJ10-0611 B10-0327.PDF il • � o� � 24'-8" 23'-6" � c ' -� o'�o — � . � � � � d /�� L /� p�- � j oa � � � i � �� I I EXISTING 1" c ' A CLOSE EXIST GAS LINE, REROUTE � � � ACCESSIABLE ROUTE—► o I � FIREPLACE, DRAW UNDER HEARTH TO � +� �ti � COMB AIR FOR � NEW FP. � U o ti I N E W F P F R O M � NE I �� , I ------ ABANDONED FLUE � ON SWIVEL ARM I � !�o � +- .°c� ------- --- 00 . — � � � + � I I I I I I RE�v1�VE BRICK I NEW AS N TT�EP E � U � PIER�DETAOILS M IS NE AINSCOTI I A-2.1 .A I ;o RE A 3 EL O WAINSCOT DETAILS � I f�E �A-2 2 � � ,��--�-�— � � _ � � 1� � p o �� i �� ^ \ � � ( ( � ) , I I I I I ( — — ---- BEAM ------- � I I I I I � I — — ------------- _ I I � .� � , RASED HEARTH � ��, I I � � � � �� ALL � , o � ILINC�� ; ��-$�� NEW GRANITE TOP ^° '� I � I I I W PICKET �I � ' . � I � I I I ' OFFERED EI ING I 4" C � i�� _� m --- _ _'_'_ I ' I � o. : N i 11�� j� � I ( I � I ^ , Z , EXISTING STAIR W/ 7" R c�i I � � � I � ^ w � I I REVISE TREAD TO 11" Q 0 III � � � 3 I � � REVEAL I I I I � —————————————— I WRAP CO�U NS � � � � I I P E R D E T A I S E EW WAINS O � � I � I A-2 2 I �E L O W C H A I f�A I L i N E W G R A N I T E T O P _ I Q � � W O i --------- -- � � � Q . NEW GRANITE TOP � I ^ � � � I � I �...� � � • I I I O � � . I I I �"� U E--� - I I I ` J O � � � � ��Y� W U � - i NEW GRANITE TOP � � � � � � I � O , ' I I � � � � I I i N ►-� i i i � m � i i i � � � i i i � � � i i i i i i ..x i i � � �p� COt — ��f�«N�N�O� � : �� ' ��` �l�. : , . _�. : .',,� � . , `. z .e. �S Y'� � ; � . �. ti •r • � , . /' `�^«rs..,>,•`�',c�- '� OCCUPANCY GROUP : R-2, R-1, B, M, S-2 lobby floor & ceiling plan �. �F� :a�i'� ' TYPE OF CONSTRUCTION : IIA NUMBER �F STORIES: EXISTING CONDITION 1/4" = 1'-0" revisions: BUILDING AREA: EXISITNG � FIRE PRO-ECTION: MONITORED FIRE ALARM SYSTEM 8 31 10 set"A" 9 17 10 set"B", permit i APPLICABLE CODE: IBC 2009 ��j�y� pf��j� �� ,,� �; project: �002 �� ; � � dat@: 10 15 10 set"C", permit �, � � � � � � sheetno. , D e �C( 2 0 ZOiO � ; A- 1 . 1 ...., , . TOWN OF VAIL � �1 ` • � o y � N C � . '{� GTD��p . � � O ` �� n1 �- a W ��o. � o.o � ' ' 1'_3" � c °> . �-- `°ti U � n �I� �� I i MECH. ANCHORS W �o I I PER STRUCT. ENG. ' 3 CM. GRANITE, POL. W/ .�_ �� 1 1/8" PW. SUBSTRATE � BOTTOM OF C�NC. SLAB 1/4" X 3" STL. BRACKET, " �� 10" LET INTO WOOD BASE � z 3/8" AL -THREAD ��j�. � J �� o � U � �� N Q �' �� EXISTING WOOD � � � "�� WINDOW SILL 2 3/4" I, � � w � 1 1/2 WJ � � + > � � UNI-STRUT 1/4" STL. WEB � � � SUPERSTRUCTURE - " P BD. EXISTING BRICK SILL • — r- 5/8 FIRE RATED GY . n DBL. 2X6 NAILER BULLNOSED SILL STOOL l.L, 2 II 6 � = 3/4"X4" HDWD. APRON y � . 2 � � 6 r,/ � � � , 3/4" X 3 1/4" FRAME W/ rTl � O 3" CROWN MOULD� _ (2) 3/8" X 3 1/2" PANEL INSET TO MATCH r�'�►"�� \ LAGS @ 24" oc. EXISTING �./ � � �_� o TIGHT KNOT I�--I � � �' i� � r PINE W/ STAIN & _ EXISTING BRICK WALL O a/ � '' i I �� GLAZE � O ►-� U ►� ; � ��I , - REMOVE CROWN _ � -- I�j rTl O MOULDING c� � � �i� U ' � � � � . r \ � , .� > � � 0 � � I REMOVE HEAT � 1 �„ `V � I HOUSING N � ; 5 1/4 , � m ►--� N ►�-� oo � EXISTING PERIMETER o � � e---I � ', � REVEAL, TO REMAIN r , � r � � � 1 1/2" 3/4" I � 12 GA.STL. BRACKETS '`�� ' � � ,��.W:.o. � „ ��`�.• ''•�� LED LIGHTING STRIP 32 OC. , ''� I � ;� =�t;� ��1�: � L' ; � HYDRONIC FIN TUBE TO . „� . : N REMAIN, VERIFY SIZE AND o ;. : � - � � I LOCATION t,• �� , ° � � � �o ,�;�� C"� I �-•?'�� °° ..• ''� �''�+�' _J _ ;�•i�,'��,.. �;` „r.i' � �� :;' ;ti.'+�_� ,,,�•:�r � — � �"�:}.aI � 5/4" COVE OVER r FLOOR � 1X4 �� '° revisions: 8 31 10 set"A" 9 17 10 set"B", permit � - j project: �002 C�1t@: 10 15 10 set"C", permit �� B A . . upper lobby / coffered ce�l�ng lower lobby / south wall sheet no. 3" = 1'-0" 3„ _ �'-0„ east wall similar without granite counter � waod species = tight knot pine wood species = alder ', _ A-2 . 1 � _ . � , • s � o� � C �� 'lp ' . � � > ` �� . � °a . L ��v • � c > . �� ti U � 3/4" n1 �� , W �d 3�4„ ,�A�� -�-- o r. . — .c c� � � � CAP v � � � � CROWN � \ \ 2 1/ " ' c� ,o I HEAD TRIM � � - — W 2 1/2" � � �' ,- � • — 'O 'O MOULDING � , "A" �2� PANEL FRAME � INSET W O � MOULDING SECTIONS `.J � 3" = 1'-0" ��8�� CHECK-IN DESK � � � O � � O + I o II 1 , , ao � CHAIR RAIL M--� � I . — --- �. — — --- ---�-f- ----- — — --- � � , � � U I,, . `Y' � � � � BASE AND HEAD -RIM BRICK COL. � ' PANEL FRAME ��, ►-�-�� INSET PANEL IC I � �� o ��8�� — � � o � 2 ��2�� 3%'I `� i �� i C� a'' '� `,' ,, 3�4 3�4�� '�,t,e�- °°" `••> �' � I I �� !�� 'J o'��: rs:#�,d i � ��i {za. ��`�iG. �. � ' CROWN �—gRICK COLUMN � � ,a , . Y � ' CAP —►I �6 SQ . E L E VAT I O N � �� j� � t �� ' �` I � y "+ �-•-f'�t �fiA.� � , �„ = 1'-0,� �.�.�''y' _. -,'J :�: t. ; MATCH EXISTING �Aj�°�,�`�"',r ;�;.�a:'��'�='� j �� _ �� BAS E ' � — � I revisions: � �` _ �� 9 17 10 set"B", permit project: �002 P LA N C O L U M N D ETA I L NOTE: date: ,o ,5 ,o Set��, permit BRICK COLUMN SOUTH OF CHECK-IN DESK 1 1/2" = 1'-0" WGOD SPECIES = SOFT MAPLE 1 1/2" = 1'-0" IS 16" X 24". ON 24" SIDE KEEP STILES THE SAME AND INCREASE THE �'VIDTH OF THE INSET �� sheet no. � � A-2 . , i 2�-i o i�2�� o� � � c -� �'a , - — o > . �� °a � �� ' � c 0 _ -i-- �ti U � �� 3,-0„ EXISTING � �o . - �� granite cou ter nose to be � BOTH COUNTERS TO EXTEND dbl thick 3 m w/eased edges , ` 9" BEYOND PANEL FACE � v � � N \� � O ^ � c'M � , OP TO MIDDLE Of PANEL STILE � � — N EW Q, � � � 36" H I 43 5"H N > o � ————— • ' � END OF HIGH �END OF LOW �FACE OF P NELED FRONT � OUNTER COUNTER �� TOP VIEW W ►� Q , . � WQ . sitzmark upper lobby reception counter ,t� Q W � , 12��_ ,�-�� 1 O � � NOTE r l � . existng paneled front to remain �f,�'"�� M,.,� V �.,� I� 3 � ` �� O ; . a�a fo�damper � ^ v ` and smoke chamber t� � �/ . � 1 F+y � �� 1� � , ceiling line �' O I , � � � �� _ � �. N � � �`� � o � � � � � � stucco ► , I I �, precast�tone '', fireplac surround .��F C�1Q�9 , remove red - • �:.� �j ; existing railing oo sandstone 8��\ _ S � to remain o wall � � ' ,F � '— rading to � r, � � � ~ � � � match existing L � � provide combustion air from � t � ��- � ; ; _ abandoned flue ��` `��.� �..,f �� /��. . ,:� �( i/ � � �� .."`. j . �. 'I � `•�•'*..• �. t�_� ,� , ,ib�, 2 0., �t�''Ay�f� ��' i :� � pickets @ 4"oc = ;�'g �, o„ �, �„ ° fdl in existing fireplace opening � M � ' - w/ masonry stucco ' existing cabin t newel �� I ; � to match cd�acent wall P@VISIOII3: ,� � hernngbone 8 31 10 set"A" � � —L.�—� tumbled buff 9 17 10 set"B", permrt � � fire bnck ', precast stone � reroute existing gas hne to project: 1002 i fireplace hearth• to�, ^ I front and left side new fireplcce , , — (�1te: 10 15 10 set"C", permit custom mtl and �� 4'-0" glass doors ' widen stair and revise sheet no. treaddepthtoll�� sitzmark lower lobby fireplace 1/2"= 1'-0" NOTE A-2 .3 This is a full masonry fireplace Delete damper door for use with gas log set . � � O� � C � �� > O • ` �(� w_ � d rW �a � . � �� c > � �ti U � �� ------- � �� ------- --- . - Tv F � �-------- - --------- - ----- - - ----- -- - --------- - --------� 80"AFF i I I REI�/I�VE LIGHTS I I ' U i � i � DI ID� ; �- � � II ; I E , �- -�} -N ��- � � � � � � � � � �� ; � I I � � � ; -------------- � � ---- --- - I I � I I D � ---------------------------G='-----------= E n1 � I I � � � � ; W � � i � � � �� i � i � ^ � I I � � , , , �L � II I � � � � � � j !� - ' � ' PROVIDE E�/ I I I I I I i � � E � � i � , , ILLUMINAT D EXIT D , I I ' I I ; SIGN I I I ' � � ; � tl � I I I I �--� —}— I I --------------- � I I � � I I i . � I I � A EXISTIN IRE I I I I EM� GENCY � I I i I SENSO I I I I C LIG; TING EX , , — , � �-------- - ------- - -------- - -------- - --------- - --- ---� ` W 1� � B ---------- B � W Q . QW � O � � . ►�-� U � � ; � � WO � A � U --- - --- --------------- � - --------- -- � � , � � � N ,� � oMO � � � � � , ; .. ".�c. t��COj� � �I °��,••�a ��i}� ^ �� 3 �ery �' J�43,;/�� ' ♦ - 3 Y:�� I - I : ' � ,,� a i $ .: %;.�� I fi�'-` ' �`� ��' ° . � ,� y��E i5�• � ��';�a c��.t��;-�--' I � � revisions: 8 31 10 set"A" 9 17 10 set"B", permit ; project: �002 � ; C�1t@: 10 15 10 set"C", permit I � sheet no. — ' _ . t • o� � � c , ,.,,�_ �.� — � 0 . � �@� /�� L � / 1 \ Q a . � �'v v � C � � �� U ° � �� -----_ 4� �o -------_ --- :~ a o�i r__ ...�...._.... _�.......�__ V..... W ... _. ___ ..�.....___ : � ___�...._._ ..�.. __ ___... . __.._...�.... _ ' 1 � � OE � . � 12 � 15 21 21 17 r 1 ; �3 , � : 6 � � t./ � ; g ; ( L, ; _ , : ? <. � _ �. > ( 14 ig 17 j� 4 � `f � ` i � 16 16 � ; i ; ° � ° � I 21 21 \ � � � ; I � € 17 tt � I I � E i f i � . 3 11 L— e J I 9 � 15 � I I , ( ' 10 .__� j - .... ' � ' � ' i� � � i � _ ,_�___ y Q 3................ _— _ � ^'— .v. E^� ..._ � .... .� ... _ ...� ......__ ._........_...._ I � � 2� .. .�.....__.�...._ _ _ ......._...�......... ..... ........�...«.....«....�- ...__....__ '.._.......�...._,....__.....__ I I � t E I ______ ___.. _ - � t 11 ._.�,. E i L • — I I � € 3 ` �7 � Ii e � � � � ` � � / I ' ` ' , i 8 E I I I I I f € I I 20 19 ; � � i E : � �_.. _...._...._ ______.E.W�..._..... ___...__ .._ _ _ _.._. � , � _,_ __ _________ __ _ __ ..�.... ____..._ I I carp et 17 ' I I � I ' �� ' ` � � � � E � , I I ° ' ; —----____ _____ ----- — --'--________.______ ...�. . � ' carpet I, ; n/ ' � � � € ° � � � h-i-� � � � f I I I � t 3 ' � i f � � ' 3 i " � � � � --------- -- � rT1 f-�-�i • Q F�TI �,.,/ O E—i..� W I � � � ; � U ►� � � � WO � U � � O � � � N �..a � � � ' � � � h = .�t�,U�,.Q'w0�'° �, W��'•'� ��'�� '� . �, I =��• ��' s 1`,' � 2 � ; � � ; ;. � `�•� �'` � '� ' •��. � e, . � y} � �-j►��y„'1pi� N,A, •{�J t �y legend I� 1 plant 8 exist pc reupholster 15 2 cushion sofa 1'@VI31011S: � 2 22"dia side table 9 36"X 54" coffee table 16 18"sq cocktail table shading represents 3 cm thick granite, golden beach 8 31 10 set"A" � 3 exist pc reupholster 10 exist pc reupholster 17 25" h bar (counter, 36") stool with eased edge nosing reception counter is double 9 17 10 set"B", permit 4 16"X 20"side table 1 1 36"X 36"chair 18 36"dia (or 36"sq ) table layer nosing (6 cm ) on a 28'-0"radws � 5 table lamp 12 desk chair 19 32"dia cocktail table projeet: 1002 ' 6 30"sq side table 13 38"X 38"chair 20 33"X33"swivel chair 7 3 cushion sofa (76"X38") 14 20"X 40"desk 21 dining chair ; t��te: 10 15 10 set"C", permit sheet no. : � F- 1 . 1 � . - ; - `F l ci ti i� � � ��'O„ ' N STRUCTURAL SPECIFICATIONS WALL LEGEND � � `° � o � � . 10" 5" 1'-0" 4" 5'-3" � � EXISTING MASONRY WALL.S ' L � � ` 1) Siructural steel shall be AST'M A36 or better except Wide flanges shall be A992 5J General Contractor u responsi'ble for all no�-specif'ied connections,contact � TO REMAIN � or better,pipe columns(noted on plans as pipe,m manuai as HSS mund)wh�ch engmeer for details as requued The engmeer�s to approve all structural .— _ shall conform to ASTM A500,Grade B(F}r�2 ks�)or better,tube steel columns substrtutions EXISTING CONCRETE � (noted on plans as TS,in manuat as HSS redangular or square)which shall be 6J General Contractor�s to 000rdmate all d�aphragm penetrations(Le,chimneys, � WALLS TO BE REMOVED � BEAM ABOVE TO A500 Gtade B(Fy---06 ksi)or better,anchor bolts and bohs shall be A307 or plumbmg,sewers,etc)thmugh floors,walls,roofs and foundation walls wrth ----- � REMAIN EXISTING CONCRETE ! better. All structural steel is to be detailed,fabncated,painted and erected in appropnate sub-contractors General Contractor�s responsible for the means, � � o accordance wrth AISC STEEL CONSTRUCTION MANUAL,,2005 and CODE �►ethods,techniques,sequences,procedures,worim�anslup,seasonal schedulmg MASONRY WALLS TO COLUMN TO REMAIN � .^ � � OF STANDARD PRACTTCE All weldmg to be performed by a certified welder and�ob-srte safety assoc�ated wrth th�s pro�ect The General Contractor�s to TO BE ADDED _ _ _ _ � `� a and conform to AISC and AWS STRUCTURAL WELDING CODE,2000,all venfy all dunensions and elevahons wrth the archrtectural drawwgs Notify � � �° c°� electrodes to be EE-70XX Grout beneath beam bearing sha11 be non-shnnk engmeer of all confl�cts and om�ssions between various elements of the worlang � EXISTING CONCRETE a a � � o � epo�cy wrth minimum 28 day compressive strength of 5000 psi All Epoxy �H'�gs and the eacistmg cond�tions pnor to commencmg wrth that portion of the TO REMAIN a a , � o.> Anchors to be iastalled accordmg to manufacturer's specificattons and details. pro�ect General Contractor�s to inspect remodel pro�ects and venfy pnor use and ��, INFILL WITHIN 2) Live loads used for des�gn- proper disposal ofexutm matenals i e,asbestos,etc. as re uffed b code /� rJ � 1 5 \ '�`,;�� ""��4 Ident ofall ex�stm hidden structural lans based u )n lans b ROBERT 1�� STRUCTURAL FRAME < < � � —� ��r x �-�? -Roof-80 psf snow rtY g P Po P Y _ _ _ .� " ' -Floor-50 sf resident�a(or 100 f assembl . ENGEI,KE dated 6-15-69 \ � �I x,�, .��-`" ..,c_ s ".w:a'3 P PS Y Q � I �, „ �...u•�y a�� -Deck-100 psf � 7J All matenals e�osed to e�Renor and or nnouture condrt►ons shall be treated for I I '`"'� %w� "�� a� � -Wmd-90 h 3 second E osure B_ these condrt�ons(i e,chem�cal treatment,stauvng,pau�tmg,damproofing, � B �r EXISTING �,j " ;� � �c R �. mP ( �), XP �; � �. e.�".,� -Earth ake-Zone GIBC. membranes,flashmg,etc)as reqwred by code All matenals to be treated or S� FLUES I I I I "P� � ? ,n,�$ �� 3) Ail constructron must comply with 2009I rnationai Buildmg Code as protected for Sre res�stance as reqwred by oode ' � INFILL TO BE �^: � ��f ;sai 8' Special mspection to be completed by buildmg offic�at approved mspection \\✓�� COMPLETED �_ � �w ��, �J adopted by We Town of Vail Buildmg ent and the"Ceneral Conditions of � � /• �� ., �?�"4 �`'�w=� > „ agency for structural steel,fireproofing Inspection reports to be prepared m �W 8 x 31 ABOVE PRIOR 70 '��. :�-�' `"�""��;�= the Contract for Constntdion (AIA Document A201) All constn�ction must be �� s ��,��,��,� �"c„ accordance wrth IBC Chapter 17 on approved forms,venfymg compLance wrth —————————-� ' �E3�, �� ,��..�� .��r completed wrtivn the tolerances descdbed m We"Residentral Construction � INSTALLING „ �� Performance Guidelines"as prepared by the NATIONAL ASSOCIATION OF CO��1on documents and be submrtted to the bu�ldmg offcial for review and " �� TEMPORARY �� HOME BUII.DERS approval,copymg the owner,general contractor and engmeer Coordmate —————————-� SHORING ��" � - �' wspectwns wrth general contractor so that spec�al mspections can be penodic \d` W 8 x 31 BELOW ��` 4) All shuctural members are shown in theu fmal pos�ons properly braced and EXISTWG 6x16 BEAM n, ►� supported,during construction it may be necessary to temporarily shore portions g� �chors for Gnp-Strut mto existuig prestress concrete hollow core floor slabs to HUNG FROM SIDE OF } �.4.D�+ of the struc�twe w}ule other port►ons ane being constructed. Contact the engineet }�3/8"SNAKE+as manufachued by POWERS FASTENERS See Q EXISTING CONCRETE tr ,`c, for consultation as required. manufacturers standazd details and spec�f"ications for mstallation wstruct�ons Use � B� 10" 8" 4" 5'-0"CLEAR 1'-0" pilot holes for first holes to verify location of hollow cores Ceihng support and � construction per PIPER ARCHITECTS drawmgs updated to show contmuous drywall and attached"Ix"beams suspended from Gnp-Strut. Field coordmate A any changes or d�screpancies wrth engmeer � S 1 � r ' LOBBY � EXISTING MASONRY , EXTENSION FOOTPRINT OF CHIMNEY F�', TO REMAIN � ABOVE AND BELOW LOBBY __ � BEAMPER 1'-10�� 4'-11�� -o�� 4�� ' 2ND LEVEL / LOBBY R40F FRAMING PLAN TO REMAIN 3'-6"PER ARCH'LS 1'-6" ,.---� ')/2�� _ 'I'-O�� NORTH W PROVIDE C 10x15 3 ; 5 , EXISTING � TEMPORARY SHORING w/32- s � � � m o . m • � . � MASONRY TO � 5/8"DIA EPDXY ANCHORS w/ �8 Np. I � REMAIN 6"MIN.EMBEDMENT AS � � m � � EXISTING I SMOKE TEMPORARY SHORING � , SHOWN , � CONCRETE CHAMBER�Y PER DETAIL A-FIELD � ; ; COLUMN TO I OTHERS COORDINATE LOCATI�N � • W 8x31 PER PLAN � � REMAIN ( A7 TIME OF DEMOLITION _ ? w/1/2"DIA. EPDXY ' ' i W 8x31 PER PLAN w/1/2" {� ANCHORS @ 24" � � � I DIA EPDXY ANCHORS Q � • o c EA.SIDE OF , , SMOKE ' EXISTING Q �B , , I CHAMBER i MASONRY @ 2�4"o c EA SIDE OF � Y � � I � BEYOND TO NON-SHRINK EPDXY 1NEB m W � ' ' 1/2"BEARING I ! GROUT AS REQ'D � � , i.� � � I PLATE I � REMAIN m V O � ; ; � 1/2"B E A R I N G O W U ' N TS 4x4x1/4 PER I p�qTE 1/4�� 4� � � � _i i ' I PLAN ; I 1/4�� 4�� ('3 > � , i � N � � i � � � ; � � � ��------- - - � � EXISTING 1/4" W M ' -= ---===--- I — — — � , , r---� , MASONRY TO I - - m � W EXISTING ; � � EDGE OF OPENING bF i I j REMAIN I Q Q � , FIREPLACE BY OTH RS I TS 4x4xU4 V � V MASONRY ; ; ( FIELD COORDINATE�INFILL � � INFILL EXISTING P�R PLAN Q ' � � WALL B YOND ' � � � � I � o N � _ � ; � AFTER PLACEMENT�OF � � FIREPLACES PRIOR TO v I ; ; � FRAME,SMOKE CHF}MBER � � INSTALLING TEMPORARY I W N F Q � ; AND FIREPLACE , SHORING-MASONRY I v a � I � � � � I � INFILL TO MATCH I � �„� `� � 1 I I i EXISTING MASONRY ' a I � � ( B I ( I ! 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