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Home My WebLink AboutVAIL LIONSHEAD FILING 2 BLOCK 1 LOT 4 VAIL INTERNATIONAL LOBBY 2003.pdf Notes Nates �DEA�OLITION N07E5� 6H�RAL NOTES� LGontractor to field DL Gontractor to Field veriPy all dimensions verify all existing and conditions for conditions including but comPliance with the ISSUE RECORD not limited to utillty documents . slzes and locatlons 2. Gontractor will have DRB SUBMITTA_ DRAWING INDEX pr'ior to beginning work a current set of 04.22 .02 STP�NDi4RD ABBREVIATIONS fiDMIN15TRATl �/E INFO . D2. Gontractor to take drawings, specifications all necessary and all subsec�uent BID SET DRB UPDATE precavtions to abate design inFormation 04.04.02 nF.F neove F�wsr+e� F�ooR �r Joir+r �T � DESGRIP710N LE6AL DESGRIPTION OF PROPERTY: A.F.G Aeove FiNisi-iE� �R�wE �,4w. �nM��"E Bl' SUBMITTAL BID SET 155UANGE « pERMIT 5�7 r, noise and d�st present and accesslble VAIL INTERr1ATIONAL GO!�D.� MINIUM UPDATE ISSUANGE ttl r+ca�s nco��srca� �AV. �nva�roRr 04/�2/02 09/04/O� 03/11/03 04/09/03 � D3. Gontractor to on the ob-site at all ADJ. ADJUSTABLE LIN. LINEN � 00 E. LIONSNEAD GIRGLE coo�dinate wlth owner times . J 03.21 .03 ANGH. ANGHOR LT. LIGkr ADOO VAIL, GO 8165�7 APPROx. APPROXIMATELY LT.WT. LIGHTWBGHT GOVER SHEET FPA � � � � q11 items t0 r'Bltlqin 3. Gontractor t0 verif EAGLE GO. y y PERMIT SET RGH ARGHITEG MH. MANHOLE -� � -� � - - -� �� - �---��- ---� � �-- - -- and/ or to be salvaged and coordinate work 04A9 .03 ATTEN ATTETWATiON M.O. MASONRY OPENING A201 -EX EXISTING FIRST AND SEGOND PLANS F�'a � � � � D4. Gontractor to with appliable code , FPp � � � � coordinate demolitlon reqyirements . AWNI . MAGHINE ___ ._ ___ .__. _ _ _ __ _ _ __ BDRM. BEDROOM M MASTER __ ___ _ . _.__ _ _. __ _ _ . .._ __ - _ .._ _ . _ __ . -. -. _ _ . . __ __ __ - __ _ _ ._ - . - . ._ __ -__ - _ - _ _ BD BoARD MAX. MAXIMUM A202-EX EXISTING ROOF PLAN BLDG. Bu�I.DING MEGH. MEGMANIGAL -- - - -- � -- -- - - � � -- - ----- - --- -- - � -- -- ---- - - - --- - - - � ---- � - work with new work to 4. All dimensions are to BLK. BLOGK MTL METAL A301 -PX EXISTING NORTH EXTERIOR ELEV. ppq � � • • determine exaGt limits faGe oF studs Or eM' e��s�rEiR Mir+� MiNw�r�t�TUa�R - - - ---- - - -- -- --- - -- - ----- - -- - - - - - - - --- BU � �.D � T1G GOD� °✓Ul"lh'1f�Rl� oP demolition center � ine as inciicated . BOT. BOTTOM Mw MiGROV�WVE D201 DEMOLITION PLANS FPA � � � D5. Patch and re air 5. Heatin s stem to tie G.B. GATC,H BASiN MTD. Mq1NTED p g y G.G. GORNERGUARD N.I .G. NOTINGONiRAGT - -� � � � �- - - �� - � � - - �� - - � QII flOOf qY1d WC711 iYltO BXIStiY1G� �OI'JIJy G..l. GoNTROL JoiNT NEGY NECE55ARY A201 RRST 6 SEGOND FLDOR PLANS FPA � � � � FSUILDING GODE: 199"1 UBG irre ularities as re d 5 stem G.ML. GONGRETE MA°ANRY UNIT (NJ NEYV _ -- -_ _._ _____ _ _ __- - .. . _ _ ._ . ._ - . _. _ _ . _ __ _ _ -_ _ _. __ . - _ _ _ __ ._ _ __ -__- g Q y c.o. c�EnN our NoM. rroMwAL Db. Remove all ftnishes b. Gontractor to field G.i. GERAMIG TILE O.G. ON GENTER A�02 THIRD 8 ROOF FLOOR PLANS FPA � � � � GAB. GABINET OD. OUTSIDE DIAME7ER - - - - - ----- - � - --- - - - - --- ---� � - -- - � � � - - -� ---- - -� ---- -- Qt ChP. flOOf dOWY1 t0 VBY'ify all existing GH IG GOD : GEM GEMENT OPG. OPENIN6 ��3 �EGQnjD d THIRD R.GP. FPA � • � s�b-flooring deck GO�ditIOl15 Qnd PLUMBIN6 GODE: D"1. Remove existing assembliES . G��ItF'Ci�[� � G . GER4M��,G PT. PAINT - i n GL'u. GEILiNG PARTN. PAR7ITION - _ __- _ . . _ --_- ----_- _ _ _ . _ . -- __ _ - __ .__ - . -_ _ _.- .. - - . _ _ _ _ _ _ . ._ _ _ _ -- - _ ___ _ _ _ _ _ _ _ _ - GLOS. G�OSE- PFt PHONE A30I NORTH ExTERIOR ELEVATION FPA � � � � floorinC� and pre�JJG�re to notify Architect if arz c�ea.Rnnce a� P�Are _- _ _ _ __ __._ - _- _ - ._ - _ _- _--_. _ _ _ __ ._ _ __ _ __ __ _ �GTRIGAL GODE: surface for new propoeed assemblies LOL. GOLUMN PLAS. PLASTER --- - - - GON. GoNGRcTE PLNK. PLANK A401 BUILDING SEGTIONS FPA • • � floorinC� material a�e not compqtible with �oNr. coNriNUOUS PLr��. P�rwooD - - --- - - ---- - --- - - - -- - - - - - - - - - - - - - - - - - - - - -- ZONING: HI6H DENSITY MULTIPLE FAMILY DISTRIGT D8. Remove railing documents . � GONST. GONSTRUGTION PORG. PORGELAIN A501 DETAILS FPA � � � GPT. GARPET C]T. GiUARRY TILE TYPE II FR D�l . Remove part of the ?. Gontractor is D. DRYER R. Ri5ER5 ---�� - � --- - -------- ---------- - - �- -- - -�� -- -- -- - - - - - - -- -- - - - .. . . . ---- - - - - - - -- - - -- --- ----- - - � wall For doar oPenin res onsib fo GONSTRUGTION PE: g p le r D.W DISHV�WSHER RD ROOF DRAiN A601 INTERIOR ELEVATION5 FPA • � • oe�. �a�e�e R.o a�r+ oP�inv _._ _ - __ ---- _ - - - -- -_ . - - -- - - - - - - - - -- - - - - - - --_ - -.- - - - ---- OGGUPANGY: RI DIO. Remove existing maintaining the in �egr �ty DEr. DETAi� Rqv. �e�aD��us door and hardware of all existin and DIA., DIAMETER rtE: �==_e-NCE �O� iNTERIOR ELEVATIONS FPA • • • g DIA6. DIAGONAL REG. RcGE55ED - - � --- --- --- - - - --- - -- -� --- - - - - - - - - -- - - - - -- - - --- - - - - ---- --- DII . RemOVB trim and reGluil'ed DIM. DIMENSION REF. REFRI.5ER.4TOR TOTAL NEW DN. DOWN REINE REMFORGED `�� FOUNDATION PLAN KRM � • � JARE FOOTAGE: "12q TOTAL NEW `' ARE FEET GA56wO�k Yh�OUCjhOUk Pire -separation vR Dw�iN aeQ'D rz��u�r�o - - - ---- - - - - -- - - - - - -- -- - - - - - - - - - - - -- � SQ FT AT ND room systems. ow�. oR,awiN6 RES. �5i57AN7 52 FIRSTe SEGOND LEVEL FRAMING PLA KRM • • 35 . . Z LEVEL DI2. Remove casework 8. Gontractor Is � vui-�psrn �ur�s�R rte5i�. r�SiueNr - .. - - - -_ .- ._ --_._ --_... -- --- . - - -- -- - - - - - - - - _ _ - -- - -- --- _ _ - - - - - _ - ___ 3?'I SGt. FT AT 3RD LEVEL and re are wall For res onsible for EJ. EXPAN510N JOMT RET. RETAINING p p p EA. EAGH REV. FzEViSiON 53 MEZZANiNE S ROOF FRAMING PLANS KRM • • futvre work. maintaining the integrity DI3. Remove entry of structure not L. ELEVn7�oN RM. RGOM -- - - - - -- --- - - -"--- - - -- - - � � - � � � � �- � -� � stairs . included in demolition ELEGT. ELEGTRiGAL R5. ROWHSArvN 54 DETAILS KRM • • EN6. ENGINEER 5.5. STAiIVL�55 STEE� _ . _ _ _ -- -- � � --- - - - - - - -- - - - -- - - - - - � - - - ---- - - - - - - - ----- - -- _. QUAL s.v. 5rreer viNr� DI4. Li htin /Teie hone work. � EGMJIP. EQUiPMEN7 SGHED. °�GMEDULE E2CI SEGOND 6 THIRD LEVEL ELEGTRIGAL FPA • • � g 9 P E�c�Sr. ExiSnNG SECr. 5ec7iaN -- � - -- --- - - --- - � - - - -- � - - - - --- - � � - � - - - - - � - � � - - - - - . Goordlnate w/Owner 4. Existint� plan and EXP. EXPnN510N SGLT STRUGNRAL6�U-LAM iIMBER eIBVC1ti0� information EXL EXTERIOR FA. FLOOR DRAIN SHLVS. SNEWES ___ . .. ._ .- __ -___ _ _ .. _ _ . . . __ - _ . _ _ _ _ . - __- _ _ _ ._ _ ._ _ . . . . _ - __ _ . _ _ . . __ - __ bQSCd upon Q5-bUilt FDN. FOUNDA710N SPEG. 4 ALAR meQtractornto FiN. FiNiSF+ ---- --- -- - - - - - G f d SL �UFIGATION -- ____ . . . . _ __ __ _ _ _ _ _ _ . _- � - ---- - ----- on iel � J - ___ _ . _ _- FPFlB� F.REE:_ESPROOF HOSE 81B STD. GT4 N� vBf'ify ql I dimen5i0/t5 � 5C, SQ - � . NDARD - . - _ --- __.__ . . . . r�Z r�E_ER sr� s�c� - - - - - --- - - - - --- d'scretancieshitectof �� FRM FRAME STRUGT. STRIGNR4L _ . _ . _ . _ _ _ . -_ ___ _-__ _ _ _ _ __ _ . . . _ -_- p Q Fi. FOOr `'..�P� SUSPENDED 10. Gontl'qGt01' to vEYify Tae ToP ANOAeROnoM of all existin utit iesy Fre. Foorir� �`�' _ _ __ _ ____ __ _ __ _ __ ___ location and ade �ac F.V. FIELD VERIFY GFP. GASVF RE PLAGEN _. _ _ _ . _ _ _ _ _ _ _ __ __ . - ___ __ _ _- - _ _ _ . and connectfons. Q (J TdG TONGUE AND GROO�E �A. �AU�E ro.c. Toa oF corrcr�re PROJEGT DIREGTORY GALV. 6AWANIZED TEL TELEPHONE II . DO Y10C SGQIB OFf Z GL�.� GLA59� T.OH TOP OFPAPER NOLDER _ _ _ _ _ _ _ __ __- - . . . . . _ . _ _ __ _ . _ . _ - _- . _ _ _ . . -_. _ . . . . . . _ _. . . . _ . . ._ - . - _ . __ -_ -_ _. . . . _. . _ _ __ __ . _ _ _ 12. Go graGtor to field � J LL i� 6RT. GROUT TM� THRCUGH d�awin 5. J bvB. vrr-�,uM wn�� eoArxp SNO/vDEN SMITH, MANAGER verify pll existing \ � � �p � TO.v+. 70P�OF v�A�L I T O GO O Q � H.B. hYJ5EBl8 T.V. TELEVISION GO/IditlOnS prlor CO T U N � O TYP. iYPiGAL constr�ctiOn . N.M. HOLLOW METAL dem01 itiOn O� � HDRL. HAND RAIL U.O.N. JNLE55 OTHERWISE NOTED M � � O N H�. r�AO vcP. virrziFie� c�Ar Pi� ARGHI7EGT: STEPHANIE LORD-.JOHNSON �� HDWD. HARDWDOD VGL VINYL GOMPOSITION TILE 13. Gontractof to rioRiZ. w �+oR¢oNrn� YERr (v! vERncnL FRITZLEN PIERGE ARGHITEGTS /Y1 = = p� � HT HEIGHT q r. r.i .. ir_ `j��J (n � HTR. HEATER WG NWTER GL05ET hOU�S Q�d QGGE55 wi [h Z Z 0 (� W �"�R I6..G � ' /? ; L J�_ '__ �RI , _ coor ina e cons ruc icn N wF w��e F�au�E VAIL, GOLORADO 81658 O � ^ irsu�. i��,anoN WP. r�°'rERPr�F P : 9"f0.4'76.6342 Vail internationai Q � � W {N.F. YVE:CED rVIRE FA6RiC J INT. INiERIOR Wq�7ER-RES. �D RESI7TANT E st� h��ai qOGhikP.GtS .GORt � W Q � � INV. INVERT J.B. JUNG710N BOX yy/O 1^lITHGUT p � �� Q I . Line of wall above M � > MISG . ABBRE�/IATIONS ..J GO GTOR: 2. Relocate public � phone . Goordinate wlth ~ Owner � � � `ROHND 3. Existing railing to ° D.� remain 7 � EGREES 4. Existing structure to �L. q� SQUARE FOOT ? PLUS Of2 MINUS f� PROPERTY LINE STRLG111RAL ENbINEER: Y.IM MG6HEE remain g y � KRM GONSULTANTS, ING. 5. Existln walkwa � GE TER LINE P.O . BOX 45"T2 b.oOpy f�to walkway and � VAIL, GO P. 1658 � P: 9'10.94G .G391 'i. Potch, repair, and � F : 4"10944 . 15"i7 paint wall irregulaities DRAWING GONVENTIONS E : krm� kr-mcons� liants .ccm as reqvired p � 8. Patch and re air roof as required G. Existinc3 floorinc� to OETAI� DE516NATOR I�S DOOR �ES16NATOR remain IO. New ca>ework GLi/JL WN�R �T � �� I . ew casa and trim � rvinaow aESiennroR work throuc�hovt room 12 . APply skip trowel BLDG. SEGTION DE51GNAiOR O 6RID LINE / . finish to all wc� lls in secna+ �..�a ROOM 1 y�� room . - a�r ..ene s„ora N,4M��r�oM w.� �\I�,l k�•� �.�� 1.U � � � � �- �`� � J ✓�--j � �(�-� � v l � 13 . Ful l - hei9ht mirror . J ., `. '\ X ROOM N/MBER ! � D �,�, /y�.� ; �. I00'-O" �OM FIN15M �l� � � �✓ G.� . �. � W , I� O � ' �� . . :. � 1 '�' �v�t. irivicAroR X WI : Re�fe�rQ�to I ;A�OI - � _ �/ Y�L� : Refer to �/ASOi ',.., ,`� ` �10o -O" REVISEO AREA /'� - . SPOr i ELEVAiION i OF DRAWIN6 ` 1 . � .� {�G Iq'L. �t�S�PFG'7GN.J �t�2 Nf'U Ct�1L � �.Q � ADOENWM . � � j � GEILIPIfJS+ A6� � ��Ar� �ETT�R � I � � T GI : Exisitng GeilinC� CO �. .�e �« ��C� � • �� C- C�.`IL�I..�EC7L�►'l1S � � remain O3 �r P�,au oesiaNO.roiz r' to� mat h ex sdl�ceiling W2 5Y5TEM NOTE5 DES16NA70R � � � �� OI • Wp � � bOQfG1 G81I IY1G� F R I TZ L E N G3: New sloped gysp�m G4: TdG Woof Scfflt P I E I� � E MATERIAL SYMBOLS O exr. PIWSHES� EFI : St�cco to match � � exi5ting � �ij�/j��j/i�!i �j,�,,-� ( � � APPRO�/ E � be repainted xisiting stucco ��T��ij��j�� 0.-�� `� \ �� Community Developmect EF3: Existing stucco, � Niork �� Bu(�d1np Sdfety d, Inspection �4 Existing wood enarH 6RAVE� �ur-ieeR woo� �' Departm�nt g jjj�� ✓N �r` V� Services EFS: wood fascia to j . �� S"'�00106'�' VO�� batPermx. meLa,,,nm match existing or gruidng of a pemik or BRIGK Ex15TIN6 WALL PLYWOOD PARTIG�E SOARD {�j� pp� � �� °�� +nd tompucma,� EPb : WOOd tflm �nr of 1hc �al of, �ey Woluion ce provisiamot�Ly � a« EF� : Existina metal rooP Pen"u'�ISP'a�m4+gaeive �'OAlf�m °fthe�""'4'°'°S �$: Metal roof to ��y � �� C��'�+mu of th:t - �. � /jj// codrorahttoxdinmwp(�he,�abd+ctbs �Gnotbevalid fnqtGN BXiStinQ ARCHI i� ECTS . � 71x isswv�ce of a permi� pased pp ooi prcvent �hc buildin v�' �� a°d °�n dm� sh�ll �q : NBw WOC�.' SiQiYI artors in s:.id plans, s ifica ons mJ oNet ��n�g �� °0 °f to match exis ! iG� 1650 E. Vail VallO Dt. Fall�id C-1 CONGRETE S7EEL SND WA1.L 6ROUND LiNE opcc:�ions be�ng c cd on " rtu dcr w�oiauonpof��s� code'or f g Y � uiyu;:;crordinan ( thsj sdinion. Vai1, C081657 vailarchi0e[�.com �N�� . . � a. �j O �.��: i:.X�970) 476-4901 (970) 47b6342 BATT INSULATION RIbID INSULATION GNU •• / �are: L�- �` �^�� INirIF�s: FLL• Existing bnck �� pavers, patch and �� . i repair as neede� i �j �// �j � � � � � . � FL2: Indoor/ outaoor � � �r � � /� /, // carpet � � � � � STO� SA��TO� VA I L I N T E R N AT I � N A L L 4 B B Y FL3: Flagstone b��F sandstone pavers FL4: Garpet, New FL5: Petra slate ` : ie FLb : ��oer mati�c � � � � over concrete tc,�p .ng � �, , TOV-CO�IA.DEV. ('� � � � � ` � �� V V � i ` � � L 4x4x1 /4 CONT. LEDGER W/ � I J i i 3/4" 0 x 5" EXP. ANCH. � 24" BENT f�?'s: i , 1 /4x4x4x0' - 6 W/ rr\ � i � ( 2 )- 1 /2" 0 THRU - BOLTS � � � i - - - - _ EA. LEG [ (6)- TOTAL] ( N ) ROOF DECKWG PER PLAN r ' 1� � � � - � � . . .� � _ _ _ _ j.; T�•� _- „7 �+ i - - - _ C 8x11 . 5 SKYLIGHT :o cv � � i � - - - - - _ OPNG. FRAMING W 8x13 � 4' 0 r� ;_: � - - - _ .• `-J z `� i - - - - _ TS 3x3x3/16 CRIPPLE POSTS W/ "Y � � � i � 3�16" ' - --__ - - _ _ _ CAP R: 1 /2x4x0' 10 W/ ( 4) - - - - - - 12 1 /2" 0 THRU - BOLTS & BASE fC: - � � � - - _ - - _ - - ' - - - - _ _ _-� i . s 1 /2x6 3/4x0'- a w/ (4)- i /2" � N 1 1 �4^ � l �q^ i i - - - - _ _ - - - - - _ _ � , _ _ THRU -BOLTS, TYP . BLKG. PANELS BTWN . �?1� , � - _ - _ _ W 8x13's � BRG. : 7 1 /2" ; ; MOUNTING F'�: 1 /4x10x _ - ' - - - _ _ N 55051 6 2- 33 LIGHT GAUGE STEEL I ' ` 8005200- 43 (8' x18 ga. 1 ' - 2 1 /2 W/ ( 4)- 3/4"0 - - - - - - - - - - - - - C- JOISTS), TYP. � ) 10° i � x 5° EXP . ANCH . I � - - - - _ ___ _____ _ _ _ _ _ CRIPPLE WALL , NOT SHOWN FOR CLARITY � � i i � I - - - - _ - - - -__ - - - _ � rnn i i �E) 6" PRECAST I I _ _ - - _ _ L" - - - - ' - - - _ _ _ U � � N i ; CONC. WALL I � 1 - � - - _ _ O - ' - - _ _ z I I rnrn i i � I 3 �^i ' - - - - - - - - - - � rnrn � � � I - - _ - - - - (/j � � - - - - - - - - - - - o x I � - - - - - - Z i i I � H � � ( N ) 550S162- 33 LIGHT �I � W Sxt3 PER PLAN 8. � Q � �v ; ; GAUGE STEEL STUDS � 16" I � , � � � a� I y_ I I j I i O M � I � � N � i i � I O I CAP F�': Z c ,^n c�o ; � I � I 1 /2x4x0' - 10 W/ O � � � i i � I : L 3x3x1 /4x0'- 5 1 /2 I (4)- 1 /2" 0 THRU — BOLTS U x � i i � I 3/16" � WELDED TO C 8x11 . 5 & I [ ( 2)— EA. SIDE OF WEB] � m U i i � I � BOLTED TO OTHER MEMBERS � � ,? � i i i i C 8x11 . 5 PER PLAN W/ (2)- 1 /2" 0 THRU - BOLTS i � � a � a W 14x38 � TS 3x3x1 /4 DIAG. BRACE � y I ,o�. � DEC. WRAP PER ARCH . 3/16" � I 3 SCALE: 3 4" = 1 ' - 0 " I S4 i i I � L 4x4x1 /4 CONT. LEDGER W/ BLKG. PANELS BTWN . CAP f�: � I�� I 6, � � 3/4" 0 x 5" EXP. ANCH. � 24" C Sx11 .5's � BRG. : 1 /2x6 3/4x0'- 1 0 W/ � � v! d � � _ 8005200- 43 (8"x18 ga. (4) - 1 /2" 0 THRU - BOLTS � I I � � � �= , _ _ C- JOISTS), TYP. [(2) - EA. SIDE OF WEB ] � � 4j1 i � � � � � `V i _ ' �� - �12�3 1 /4" FITTED STFNR. (�' � � i ' - � � � - ; - _ B TYP. EA. SIDE OF WEB � � I � � O � � � - �� - � � � TS 4x4x3/16 � M � � � � � � � ip i ` � � � � \ � � � 1 � � � � o i g� � - � �� -` _� � _ � I 1 7 /4" 1 1 /4" i i 3/16n ` � � � , QB TYP. `` �_�=� _ S4 � ' I 3/16 " N L � � � � , _ O , _ , _ , I I I A TYP. � � � �2 � i MOUNTING f�: 1 /4x10x ` � � � � ` ` ` _ � 2'- 1 3�4° i i 0' - 10 3/4 W/ ( 4)- 3/4"0 � � � � 10" � i x 5" EXP . ANCH . � � � _ _ _ � O (VERIFY) ^ I � F--1 i i � I ' � i i � I � ; i i i W 1Ox26 � 1 f ' ' i i � I �� L— I ii i �, � � i i I � CAP ft': � ; � O i i (N) 550S162 - 33 LIGHT � � 1 /2x5 3/4x0' - 10 W/ � � �� i i GAUGE STEEL STUDS � 16" I � ( 4)- 1 /2" 0 THRU- BOLTS � � i � I � [ ( 2) - EA. SIDE OF WEB ] � � � � � ' sRC. R: ' � � � � i i NEW TS 3x3x3 16 ' ' 1 /2x4x0' - 10 W/ � ❑ �� 4 1 2" 0 THRU - BOLTS � CRIPPLE POST ' ' � i (E) 6" PRECAST � �- � � i � CONC. WALL EXSTG. W 6x9 , , � � ADD 1 /4° FITTED STFNR. ;' ; 3 � � � f� EA. SIDE OF WEB OF ; ;�--- EXSTG. TS 3x3x3/16 ' '� � i i ( E) W 6x9 ' , SQ � � 2 SCALE: 3/4" = 1 ' - 0" � � S4 1 I I TS 3x3x1 /4 DIAG. BRACE - C Bx11 !�5 � SU6-FASCIA � �, '� � r �� s Ts 'h � ' ,5.�^� � � a a+ 'S+ i }�+ +A+ � � �. �� IJ� � � � � � � � )S 16 �' I � � ' i, � ~ ~ . _ _ _ _ _ _ ' _ _ _ _ _ " ' _ _ _ _ _ _ ' _ _ _ _ . _ _ _ � _ _ . _ r _ . . . _I. . . - - ,. - Q ' � � � . . _ _ r � _ _ ._� . y i . . . . I I . I � . _ _ . _ _ � ..- - - -- - - -. . - _ _ - - - - - - - - rr - - � _ � _ _ _ . _ . . - _ . _ . _ . - - � - - - - - - - . - - � � � _ _ __ _ _ _ _ _ __ JJ . ' " . � - _ - �L _ � . _ � _ . 1 t . � .� . � _ 1_ _ _ i . !. f � . _ I . I . I I � � =� � � ; � �, ', i I TS 3x3x3�16 � � � C 8x11 . 5 SUB-FASCIA I � I CRIPPLE POST i � � � ' � ' j C Sx�1 . 5 � 4'- 0 t � ,� �T�� 2 LOC. ) BLKG. PANELS BTWN . � i � ; � ; ', � � , � � � � � i � I C Sx11 . 5's � BRG. : , , , � TYP 800S200- 43 8"x18 a. , , , � , � � BLKG. PANELS BTNRJ . i , _ � 9 ROOF DECKING: 1 1 /2 " x 20 ga . ; � ' ; ', ; I I � i C Sxi1 . 5's � BRG. : i C- JOISTS), TYP. CONT. STRUCT. STEEL DECKING I ; ' ', ; I I I SOOS200- 43 (8"x18 go. ( VULCRAFT 1 . 5F20) 5/8" PUDDLE , ' -� - - I - - - .— i C- JOISTS), TW. Q WELD ON A 36 /3 LAYOUT TO i I �6 � SUPPORTS ANS SIDELAPS SCREWED ; � ', �� ,Ax� I � W 8x13 � 4' -0 t � � � � - - - - W� #10 TEK SCREWS 3 PER SPAN I QB TYP: � Ex�S7�N� FRAMiN� gE�o�l � � , , I m � � � designed by TFA ; j i l � M � N - - - - - - - drawn by MAB � ; I Sq � I a � � ry ,n C Sx 1 1 . 5 S T R U C T U R A L i � ; � � � N d � � " � W 14x38 SUB - FASCIA checked by - - - -- - - - � x i ; � � ` __ - - � � f. ; ; ; � m 3 � � C 8x11 . 5 LOOKOUTS W 1Ox26 iSSUed ' � � I � I +i � 4'- 0" t ' ROOF DECKING: 1 1 /2" x 20 ga � � CONT. STRUCT. STEEL �ECKING ' I i � ° z � SCALE : 3 4" = 1 ' - 0" PRELIM 06 /19 /02 � PRICING 04 04 03 ( VULCRAFT L5F20) 5/8" PWDDLE ' � �' i �� I I � � � WELD ON A 36/3 LAYOUT TO S4 SUPPORTS ANS SIDELAPS SCREWED � PERMIT O4 �OS �O3 W/ #10 TEK SCREWS 3� PER SPAN �. i I I �' '(p� �' '(p� � I �i �� n irY �n dY � ; eFl ' T3' I o �- .- � � m I I �+'S ' I ��J �+� i v z a"o axo m" m z c� ^j+ � � � � � ; � i � i +iT � � c� v c� c� o �C ; � ; , ! I �6 �, � �, — ,� � i i � I I I I I ji i r - - - - � - - - - . . _ _ . _ _ .. . . . _ � � � , . i � �_ " " i r _ _ _�_ _ . _ _ _ _ _ _ . _ . . _ . .-�_ - � I � N � RTH i ri_ _ . .. _ i ' _i _ ' i ; _ _ .� : _ . . � _, % ii i ; �, iN> 800s2oo- 43 ��HT � R O O F F R A M I N G P L A N SCALE : 1 4 " = 1 � — o �� sheet � , ¢AUGE STEEL RAFTERS � 24" = ,y � ' �' � � � ,y+�+ PLAN NOTES : �� 1 F i i � (N) 5505162- 33 LIGHT � pJ z Z i . POSTS BELOW ARE INDICATED: � NON -CONTINUOUS POSTS FROM ABOVE ARE INDICATED: � � GAUGE STEEL STUDS � 16 " `P0 � L 4x4x1 /4 CONL LEDGER W/ c� � � � i -� � 3 4" 0 x 5" EXP. ANCH . � 24" � �- � � , I 2, " � " INDICATES CONNECTION TYPE - REF. S1 FOR SCHEDULE. ' ' ' � ' I 3. (E) REFERS TO EXISTING CONSTRUCTION , ( N) REFERS TO NEW CONSTRUCTION. ' ' � ' ' ' ' J � (E) 6" PRECAST CONC. WALL � „ � � � � ; � � � � , � � , � � � � � , � 2 4. THESE PLANS WERE PREPARED BASED ON DIMENSIONS FROM ORIGINAL CONSTRUCTION DOCUMENTS (DATED 05/O1 /73). CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ALL S4 NEW COLUMNS. J � B # 0112 - 03 � � v v � SEE 1 /S3 FOR Z MANUF. OPTION TO EXTEND ADDITIONAL INFO. TS 5x5x3/16 END OF BAR JOISTS CONC. SLAB PER PLAN � S3 �� ,� u OVER 9/16 " x 28 ga. SHEAR TAB: 1 /4x4 TS 3x3x3/16 BRACE „� ,y STL. DECKING (VULCRAFT O. 6C28) x0'- 5 1 /2 W/ (2) - (SLOPING OUT OF PAGE) >'S � � �+ +p�+ / � 112' - 0 3. w w �+ 10 D� 3/4"0 THRU- BOLTS + •- c� � c� � 1 , m 5VS3 � 24' m .�� /� � \, � T. O. CHANNEL TIE 12: 1 /4x5x1 '- 2 + r� r7 '< � 1 � . � � S3 S3 (- ;� rn v T. O. CONC. ¢ a 5 CANT. TOP CHORDS, TY 111 ' - 7 W 14x43 � � � ' �^ ------ c� c� : � d � � � - - T � . . , - , z 'cT 3/16" AN . � o �. � �� r W 14x43 � ":"s '�e�'c*,, rr � -.0 ._ MC 12x10. 6 W/ L 1 1 /2xt 1 /2x3/16 I TS 6x4x1 4 , + � 'G - � � � r, . . . _ . . _ . ------ X � . , � ' � O , � I FOR BAR JOIST BRG. (2 1 /2" MIN . ) 3�16� O _ � � � � 11 SCALE : 3 4" = 1 ' - 0 " i � � � � � � S3 � BRG. SEAT: L 6x6x5/16x I � � 12 � 0'- 5 W/ 5�16° FITTED 3/16 " i ii SEE 1 S3 FOR BAR 7 � � �/�' � Sx40 STIFFENER R�s (1 EA. SIDE) ' l� , ; I � � I JOISTS & DECKING � OF BRG. SEAT) TS 5x5x3/16 I � y�. f I ' � ; ; � � � rn � � (E) PRECAST CONC. WALL ' i ; 12 1 BAR JOfST � 24 ' O.C. , � U � � �n 10 SCALE : 3 4° = 1 ' - O" ' ' I I � � ; ; � � L 4x4x1 /4x0' - 8 1 /2 0 � (2)- 1 /2" 4 THRU -BOLTS S3 � _ I � � , � �, Z � � � W/ (3) - 3/4" 0 x 4" � 2 1 /2" CONC. SLAB REINF. W/ I � ' � I ' ' � � � rn rn EPDXY ANCH 's W.W. F. 6x6- W2. 1xW2. 1 OVER � � � i ' ; � Ul � r. BRG. SEAT: L 6x6x5/i6x , � � , ; , � F o x 0'- 6 W/ ( 2)- 3/4"0 x 4" 9/16" x 28 go. STL DECKING � � , i , � � z rn � ¢ 0 EPDXY ANCH'S (WLCRAFT O. 6C28) � �+'S � i � � � � Q .` °-' � 2" RETURNS O �-q2 T i I I �`+ I � �+ ii ; ; i � J � 3/16 " 5/16" FITTED STIFFENER R' s �B�,ti� s � I � �C , � TYP. ' � � � � (1 EA. SIDE OF BRG. SEAT) C �j. � i � � _ _ , � � � , ', , � (n •- im � SEE 7/53 FOR ( N ) LIGHT GAUGE WALL �iyJ��+�+ � ; � � � ; Z o' ^ n � g� SUPPORT AT (E) CONC. FLOOR ( APPROX. �P �c �o NT I I ; , � ; , O � � � ELEV - 100' - 0, VERIFY) � 9�i �6' I� . .W l0 19- -. � W 18x40 ' � U o 0 0 � L m V _i N W 12ic5�0- 111 ' - - O, I � II—�I � 7 � 9 SCALE : 3 /4" = 1 ' - 0 " - - - - - - - , � I 5 /� � � a ROOF DECKING: 1 1 /2" x 20 ga. g li 3 a � S3 �`a IVERIFY '1' S3 CONT. STRUCT. STEEL DECKING S3 +`� �y � �. (VULCRAFT 1 . 5F20) 5/8" PUDDLE � � p�+ � T. O . SLA S WELD ON A 36 /3 LAYOUT TO W/ ( 2)- L 2 1 /2x2 1 /2x .�� + �,MC 12x10. 6, A+A� : SUPPORTS ANS SIDELAPS SCREWED 5/16 (OPPOSING, BELOW) � 3 �6 W/ #10 TEK SCREWS 3 PER SPAN TYP . BOTH L's 112' 0 VE IFY � (N ) W 12x30 3/16" i � T. O. CONC. � MC 12x10. 6 BENT � � 11 STRINGER/!LANDING � BM . �� ' � `� (E) TS 3x3x3/16 I � �3 MC 12x10. 6 �� W� L 1 1 /2x1 1 /2x3/16 '� i � FOR BAR JdIST BRG. (2 1 /2 MIN. ) � ' ( 111 ' 7 )� � 3/16 " 14K BAR OISTS � 24" O.C. � .�, � � a - � N � N TS w � (N ) W 12x30 ~ 2 1 2" CO C. SL 8 REI F. W/ � � � AtQ ? 3/16 " (E) TS 3x3x3/16 W. W. F. 6x6 W2. ix 2. 1 0 R m � a, +� - � 9 /1 " x 2 ga. TL. DE KING � 3 � �s ^ ' O ( VU CRAFT O. 6C2 ) 12 1 1 /2" ROOF DECKING (N ) SHEAR TAB : 1 /4x � " PER PLAN REINF. EXSTG. COL tO � ,� 3. 5 � 4x0'- S 1 /2 W/ (3) - W/ ( 2)- L 2 1 /2x2 1 �2x N - - - - - i 12° BAR JOISTS 3/4" C THRU - BOL7S I 5/16 (OPPOSING) FULL HT. - - - - � PER PLAN 3 16" � FROM BOT. OF N STL. BM . 3 � � ) W tOx19 � � DOWN TO TOP OF (E) CONC. g 3 4 � . I REINF. EXSTG. COL S3 S3 Z S3 6 - - - W 10x19 2, 5VS3 � 24" � 3 16 ' � N W 12x30 111 '- �C „ D S3 � ( E) WALKWAY CAP • 1 2x4x ENDNOF BARTIOOISTS)EXTEND Qj - - - - - - - - - - � ) � ) � FC. � Fil - � - - - - - - - - - J - - 3/16" TYP. - - J 0'- 10 W/ (4)- 1 /2"0 O - - , � - - + - - N R3 E EX NSION � 24 O.C. THRU -BOLTS I � � (E) CONC. SLAB OVER � � � � �� 'L � TS 6x4x1 /4 � (E) CONC. DBL T's I I I I � � � I I I �+�+ - I - - - � T3� R I i � O� l � � �`� � J +A� ; I TS 4x4x3/16 CAP R� 1 /2x5x0'- 10 W/ �� I � �./ 8 SCALE: 3 4" = 1 ' - 0 " (N ) 550St62- 33 LIGHT � F, � W/ (4)- 1 /2"A THRU - BOLTS I GAGE STEEL STUDS C�i 16" G S 3 � i ., - _ 3/16 " � (N ) LIGHT GAUGE WALL � - - - - - - - � � _ 3/16" �� - - - - - - - - - - - - -- - - ----- (BEYOND ) TS 5x5x3/16 � (N) 5505162-33 UGHT � � � � 12 � TS 3x3x3�16 BRACE VERIFY GAGE STEEL STUDS � 16' 12" BAR JOISTS �� II 32 p�. T. O. SLAB - - - - - - -_ -_ _- ] ' - - - - - - - - - � CONT. L Sx5x5/16 W/ ( 1 )- 5/8°� x , PER PLAN (LOW I ��R�FY) � DEC. WRAP PER ARCH . ROOF BEYONO ) � � � 4" EXP . ANCH . AT EA. LEG � , I � TfE Ie: 1 �4x5x0' - B �� %___ � '� � 3�16" � - - - (E) CONC. SLAB OVER � , (E) CONC. DBL T' s 3/16" 7 SCALE : 3 /4" = 1 ' - 0 ° TS 6x4x1 /4 � S3 TYP. 3�� 6„ TS Sx5x3/16 - 3/16" � (N ) SSOS162- 33 LIGHT I CONT. EDGE L 2 1 /2x TIE IQ: 1 /4x5x1 ' - 2 � GAGE STEEL STUDS � 16" CONC. SLAB PER PLAN 2 1 /2x3 1 /6, TYP. —�I OVER 9/16" x 28 ga. 3�� 6�� CONT. EDGE L 2 1 /2x STL. DECKING ( VULCRAFT 0.6C28) � (N) 5505162-33 LIGHT 2 SCALE : 3 4" = 1 ' - 0" 2 1 /2x3 1 /6, TYP . � � Z� _ p GAGE STEEL STUDS � 16" S3 171 ' - 9 1 2 - _ - _ � _ - - - - - - - - T. O. CONC. T. O. STL. BM . 111 ' - 7 CONC. SLAB PER PLAN TFA T. O. STL. BM . W 12x30 OVER 9/16" X 2a 9a. � � designed by QD : L 4x4x1 /4x0' - 5 1 /2 WELDED � STL. DECKING (VUI.CRAFT 0.6C28) I I � zx� s 112, — o i i drawn by MAB TO W 12x16 AND BO�TED TO � 111 '- 9 1 2 W 12x30 W/ (2)-3/4"0 THRU - 111 '- 7 T. O. STL. BM . � � � ,_ � T. O. CONC. � � 3/16" checked by BOLTS T. O. STL. BM . T. O. STL. BM . I L ISSUed W 12x16 II BAR JOISTS PER PLAN N I � � 2 ROOF BEYOND w i2X3a - � Z i i � 3. s � PRELIM 06 /19 /02 TS 4x4x3/16 CAP fC: 1 /2xBM . FLANGExO'- 8 W/ d � � � I � PER PLAOOF DECKING PRICING 04 /04 /03 ( 2)- 1 /2"� THRU - BOLTS QC : JL 4x4x1 /4x0'- 5 1 /2 WELDE � � 2' - � 1 " VERIFY) 1 AND 0 - � BAR JOIST: P�R P�AN i I :� PERMIT 04 /08 /03 TO W 12x 6 B LTED _ „ 6 SCALE : 3 /4" = 1 ' - 0 " TO W 12x30 W/(4)-3/4"0 � W/ R3 END EXTENSIONS I I 12 BAR JOISTS OREVISED 06 /23 /03 S3 THRU - BOLTS ( 2 EA LEG) I I PER PLAN W 12x30 I I a � I I � 4 SCALE : 3/4" = 1 ' - 0 " 3 SCALE: 3/4" = 1 ' - d I I � 7 � S3 S3 I I � N � W ipX� g w iaxao NORTH j i w iax4o � � : 3�, 6 „ Z�� RETURNS MEZZANINE Sc LOW ROOF FRAMING PLAN SCALE : 1 4 " = 1 � - 0 �� i i 3/16" sheet PLAN NOTES : i � JL 4x4x1 /4x0'- 5 1 /2 W/ I I (4) - 3/4" 0 THRU - BOLTS I I (2 EA LEG) 1 . POSTS BELOW ARE INDICATED: ❑ NON - CONTINUOUS POSTS FROM ABOVE ARE INDICATED: � I I 2. (XXX' - XX") INDICATES TOP OF STEEL BEAM ELEVATION . � � CAP R� � /2xBM . FLANGEx 3. " O " INDICATES CONNECTION TYPE - REF. S1 FOR SCHEDULE. W 14x43 CANT. TOP CHORDS a - 8 W� �Z�- � �Z � 4. (E) REFERS TO EXISTING CONSTRUCTION , (N) REFERS TO NEW CONSTRUCTION OF BAR JOISTS TS 4x4x3/16 THRU - BOLTS I 5. THESE PLANS WERE PREPARED BASED ON DIMENSIONS FROM ORIGINAL CONSTRUCTION I DOCUMENTS (DATED 05/01 /73). CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ALL 1 SCALE : 3/4" = 1 ' - 0 " 5 SCALE : 3 /4" = 1 ' - 0 " NEW COLUMNS. S3 JOB # 0112 - 03 S3 VERIFY T. O. W. ° ; TS COL PER PLAN 10" ,.. � , - 3/16° : �----- eRC. R: � _ . . . . - - - - - — - - - - - �. 5/Sx8x0'- 8 W/ — — — — " � (4)— i /z" o x io" A. a. 'S y . : � ? ci , a �5' s VERT. � 16" � __ . gHRINKMGR UTIM & NON - - - - - - - - - � � - 1�",'�''.':, '.2v. . ,-• ,� ', f � a � � � � z � � � t � _ � � `� -Y.� . -� „ „ „ „, - g , ,;,,,,,,�,;� z .%/�/ � °�3'f'�. . _ I I . owc., �� i /// ! v{p� Z � / \/\\/ \/ \ � I I X � / j� \� C � � #5' s CONT. 00 �� I I � � � HORIZ. � 16 " TS COL. PER PLAN � 12" 0 CONC. PIER —� 'N � ^ �j j #5 DWLS x _ I ;-� 4� 4� 4� NOTE: � � ,n ;..� � qg^ C O L. & A N G L E S T O B E U N 6 � BRG. R: I I (2) - /j5 DWLS x � a GA�VANIZED BELOW GRADE z � m m 5/8x8x0'-8 W/ I Z � ? AND t '- 0" MIN. A80VE � rn rn a (2)- #5's CONT. HORIZ. (4) - t /2° 0 x 1 0" A. B. 's I I 6�� G R A D E � � �� ° TOP & BOT. VERIFY _ ON 1 " MIN . SHIM & NON - � ~ � � a � (IF PIER HEIGHT EXCEEDS 4'- 0, Z � rnvv V E R I F Y � T. O. P I E R � ` SHRINK GROUT � I I VERIFY ,� _ � ADD ( 2)- ({5 VERT. BARS FULL - - - - _ - E T. O. W. � ` T. O.F. ° � I� � - � L - HEIGHT OF PIER) � � � J � ao a < _ � � � I � � � � I - � ' � ` — _ z °c' � � 4" 8" 4" I I 3 TIES x � � I L 6x6x5/16x2' - 6 W/ T � . O � � � # 6" - 4 - 3 4" 0 x 5" EXP . � � 00 U PERIMETER DRAIN � t2^ ;,� SEE SCHED. FOR REINF. ANCH . 's (GALV. ) , o o ° 1 �- 4" I I � � EQ. EQ. �- - -� _ � � m PER SOILS ENGINEER 1 EA. SIDE OF TS COL. io 3 5 SCALE : 3 /4" = 1 '- O" I I � �� 1 � N � a � a SCHED. WIDTH �- - -� 3 S2 I I � � � _ Y � � � � ` " �— 12" 0 CONC. PIER W/ � - � NOTE: FOOTING DEPTH DETERMINED �- - -� NOTE: 12" 0 CONC. PIER W/ I I � � TOP OF DETAIL SAME ( 4)- #5' s VERT. (4) -#5' s VERT. BY PROXIMITY TO ADJACENT FOOTING AS 3/S2 I � I I I I MAINTAIN MAXIMUM SLOPE OF 1 : 1 - r 6 � � � 3„ i �„ 3„ `� I I I #3 T1ES x �6" E GRAOE _ - , I I � 12" � �±;< '`"'�`' '' 2 SCALE : 3 4° = 1 ' - 0 ° � SCALE: 3 4" = 1 ' - 0 " � ''^ � x� i'� I I rn ,�; • ;. r � � I I � � �f 1� Sz S2 � �'� I � < ,; I I %% � • I I (3)- #5 DWLS x 2'- 0 I) II � � r EPDXIED INTO 3/4" 0 x o I 6" HOLES IN (E) CONC. � � � o g'- ip" 25' - 6" � I I �'ALL II ( 4)- #5 DWLS x � �Q , EXSTG SLAB - - - _ �� I I� 6° � s2 � - � _ �-' ? , 47're3r '.� � � MATCH E r - - _ - - - i° � �I . I I �'``% ��%°' _ � � — — _ — J '- - � ' � o. -� � TA.F. � ' � �:� _ J L _ - � - � � %� o � � � � � NEW CONC. FTG. �AND �PIER�LL � I I �� ' -� -�_�i� t _ � B � � � � B FOR NEW COL. BRG. � � Q � � L L �i . � . I I I I (E) CONC. FOUNDATION WALL , Sz Q I I � SEE SCHED . FOR REINF. � � I I EQ. EQ. T. O. W. = VERIFY � � I I ��-- - - - - - — T. O. F. = VERIFY , � _ � � O , - - 4 SCALE : 3 4 ' = 1 ' - 0" 3 SCHED_ WIDTH SCALE : 3 4' = 1 ' _ 0 ° � �— - -� I I I 5 I � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----- � , I — � . S2 SZ a � - - - . � � � 52 � � - - --_ -_ -_ - -_- - - -_ - _-- - - - -_- -_ -_ - -_-_ - - -- � � - -_ _ -_ -_ - - - - - - - — — — — — _ - - - - - - - - - - � T � � O 0 o I ' ; � � ; ; � � � � I `./ x " X � � � � . N � N � � j I I i i I I � � I � i � � i i i _ I li il II � U U i � � I � � � � �V � j I I I I � f"�� 'o � a'- o,. - - - - ; � � ; ; � � I I Q' �.�, �.. � - , � � � � I , � � � � � � � � � � � � � � � � '�i � S2 i , F� J I,- � 3 � � - - � - - - - - - - -- - - - - - --- --- - - -- - - - -- - S2 �-: - ' - - - - - � ' J , �- - - - - - - - - - - - - ---- - - - - - - - - - - - - - - - - - - o � t� - - - -- - - - _ _ _ _ _ - - - _ - - - -_ - - - - _ _ - - - - - - - - - __- - _ _ - - - - - - - - - - - - - - - - - - - -- - - - - - - � �, - - - - - _ M 4 - - , ; i - L J � I � � � — � — � sz � ' I� ; ' � _ � � ' .- ' I � � ' � � I � � I I� � � I— � � ; I � - — � I i ' I ; jI ' k� � I � _ I � , I � � � ' i � I I ,� , � � � ' � ' _ — — — i _ I � I ' �, i 8'— i " , ,, I I I� 4 I � � II i � S2 � ; , � ; j � SPREAD FOOTING SCHEDULE designed by MAB I ; � I I ; ; I TYPE SIZE REINFORCING drown by � � � � l ; ; � � � checke i I I I A 2'- 0 x 2'- 0 x 1 '- 0 (3) - #5's x 1 ' - 6 EA. WAY Y � � I � � I i � i I B 3'- 0 x 3' - 0 x 1 ' - 0 (4) - #5's x 2'- 6 EA. WAY ISSU2d ; ; I I � i I I I 5 - #5's x 2'- 6 TRANSV. I ; � I I ; ; c 3'- o x a' - o x � ' - o �a�- #5's x 3' - s �oNCiT. PRELIM 06 /19 /02 , � I ; I PRICING 04 /04/03 PERMIT O � j08J03 � ! — - - — - — OREVISED 06 /23 /03 I � - - - — - - - - � _ _ - - - - - - - - - � I N O R TH I � � - - - - - - - - - - - - - - - - , � - --- - - - - - - - - - - - � - - - _- __ - - - , � - - - - - - _ i � I ,, ,, � _ _ _ � ; ! � _ _ _ _ � ; ; � _ _ _ _i ; ; � _ _ ' '�� FOUNDATION PLAN ., _ , � ; � � , , , , , SCALE : 1 4 1 ' - 0 ' � � � I � I I I � I I I �I I a I I PLAN NOTES � I I � � � � I I � � I I � '� I SZ � � , � � � � � ' 1 . ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS: � � � � � � � � � � � � � � ' ' T. O. F. = TOP OF CONCRETE FOOTING � � ' I ' ' I I ' ' I I � � I , � � � � ' � _ _ - - THESE ELEVATIONS RELATE TO 112'- 0 AS A REFERENCE ELEVATION AT THE I � � I � i I I ; i I I i ; I II I - --- - - - - - - --- -- --- - ----------- - - -- _ --_ __ _ _ _ _ _ ,_ _ _ _ _ _ _ _ -_ - - -_- � j (N) MEZZANINE T. O. SLAB, AND DO NOT REFLECT ACTUAL SITE ELEVATIONS. SheEt � ' I � � I I � � I I � � 2. TOP OF FOOTING ELEVATIONS ARE BASED ON FINDING ADEQUATE SOIL BEARING I � � � � � � � , � I I � � L - - - - J � � L - - - J � � I I � - - - - - - - - CONDITIONS AT THAT DEPTH . CONTACT ENGWEER IF OVEREXCAVATION IS REQUIRED. � � � �- ---- - - - - -- -- - - -- - J � - - -- -- - - - - - - - --- - � � � � � II 1 � �- -_ - - - - -_ -_ -_ -_-_-_-_ -_-_ - - --- � � i j , � � � � � � � � � � � 3. DO NOT SCALE DRAWINGS. I � � I � 4. (E) REFERS TO EXISTING CONSTRUCTION , ( N ) REFERS TO NEW CONSTRUCTION . � � � � , � � � � I 5. THESE PLANS WERE PREPARED BASED ON DIMENSIONS FROM ORIGINAL CONSTRUCTION � � I � � DOCUMENTS (DATED OS/01 /73). CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ALL � � ' � , � ' r NEW COLUMNS. - - JOB # 0112 - 03 ti GENERAL NOTES VAIL INTERNATIONAL LOBBY JOB �0112- 03 k. Framing Notes, � I - - - - - - - - - - - - - - - - - - 1 . Exterior walls: �� DESIGN CRITERIA: A. All exterior walls are 1 5/8" x 5 1 /2" x 18- gauc�e studs � 24" o. c. to a maximum height of 10' -0°, 1 5/8 x 5 1 /2" ` Roof Live Load ( Snow) 100 psf x 18- gauge studs C� 16' o. c. to a maximum height of A B B R E VI A TI O N LI S T `'FF�� " Roof Dead Load - - - - - - - - - - - - - - - - - - - - 15 sf 15' -0°, 1 5/8" x 5 1 /2' x 18- gauge studs � 12 o. c. to �.;;'�: ' � P a maximum hei ht of 18' - 0" unless noted otherwise. Floor Live Load - - - - - - - - - - - - - - - 100 pst 9 .� � '� a�i ` Floor Dead Load - - - - - - - - - - - - - - - - - - - 41 sf Cap with one 1 1 /4" x 5 1 /2" x 18- gauge track section � � ¢ - d Basic Wind Speed - - - - - - - - - - - - - - - - - - 80 mph (Exp. 8 ) installed to provide overlapping at comers and at A . B. ANCHOR BOLT JST. JOIST o'.';,, � c� ' intersections with other portitions. If overlap is not A. F. F. ABOVE FINISHED FLOOR LAM. LAMINATED bti '• `-'" Seismic Zone - - - - - - - - - - - - - - - - - - - - - - 1 0 '•: :'. , . � UBC Edition - - - - - - - - - - - - -- - - - - - - - 1997 possible, strap top lates with metal strap ties ( Simpson A. F. G. ABOVE FINISHED GRADE LLV LONG LEG VERTICAL �0� ST292 or equrvolent�. ADJ. ADJUSTABLE LONGIT. LONGITUDINAL � �. . .- - - FOUNDATION DESIGN: B. Floor or roof framing members must be aligned to bear ANCH . ANCHOR LTWT. LIGHTWEIGHT � directly on the studs beneath . APPROX. APPROXIMATELY LVL LAMINATED VENEER LUMBER a. Desi n of individual and continuous footin s is based on an C. Provide 7/16" thick APA rated sheathing (plywood or ARCH . ARCHITECT LSL LAMINATED STRAND RIM MATERIAL g g OSB) rated 24/16, exposure 1 , at exterior face of assumed maximum allowable bearing pressure of 2500 psf (dead BD. BOARD MAX. MAXIMUM exterior walls. Block all horizontal joints. If horizontal gLDG. BUILDING MECH. MECHANICAL load plus full live load). furring channels are used at exterior wall studs to provide b. Footings shall be placed on the natural undisturbed soil , or a thermal break, metal strap cross- bracing is required per BLKG. BLOCKING MAT'L MATERIAL � compacted structural fill , below frost depth . plan details. BM. BEAM MANUF. MANUFACTURER . c. A re resentative of the eotechnical en ineer shall verif soils D . Provide 2 - 1 5 8" x 9 1 4° x 18- au e headers over all BOT. BOTTOM MIN . MINIMUM � rn � P 9 9 Y ( ) / � 9 9 M v> conditions and types dunng excavation . Because geotechnical door and window openings unless otherwise indicated. B. O. W. BOTTOM OF WALL (N ) NEW �j � rn � information was not available at the time of preparotion of the BRG. BEARING NOM . NOMINAL Z � � � construction documents, we have used assumed values based on CANT. CANTILEVER O. C. ON CENTER v � STRUCTURAL STEEL: � � � similar sites in the area. Construction of the foundotion may not C. J. CONTROL JOINT OPNG. OPENING N o proceed without verifying these values. Report any discrepancies CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD �- � o Q a. Structural steel shall be detailed, fabricated and erected in accordance from design assumptions to structural engineer for re- evaluation with the most current editions of AISC Specifications and Code of CEM . CEMENT F� PLATE Z � rn � of foundotion design . CLG. CEILING PLYWD. PLYWOOD ' Q .� vv Standard PractiGe, F - � b. Structural steel rolled shapes, including plates and angles, shall be � CENTERLINE R. O. ROUGH OPENING J � STEEL HELICAL PIERS: ASTM A36. Tube shapes shall be ASTM A500 grade 8 . Pipes shall CLR. CLEARANCE RAD . RADIUS � � a. Steel helical piers shall be designed and installed to resist the be ASTM A53 grade B or ASTM A501 . COL. COLUMN REF. REFERENCE � 'p� c� 00 a Tube shapes are actual size os specified on plan. Pipes indicated CONC. CONCRETE REINF. REINFORCE/REINFORCEMENT Z � ,^� ano unfactored design loads as shown on Sheet S- 2. on plan are nominal (approximate inside diameter) and refer to AISC CONN . CONNECTION REQ'D REQUIRED � � � ao b. Installer Qualifications: Installation shall be done by an authorized pipe schedule dimensions. CONT. CONTINUOUS RET. RETAINING x O installation contractor. Proof of current certificotion with the a o � manufacturer, as an authorized installer of the helical piers being d. All bolts used in steel framing shall conform to ASTM Specification CONST. CONSTRUC110N REV. REVISION � m used, sholl be submitted to the Architect or Structural Engineer A325. Anchor bolts and bolts used in timber connections may be C. P . CRIPPLE POST R. S. ROUGH SAWN ASTM A307. Bolt sizes shall be 3/4" diameter unless noted DBL. DOUBLE SCHED. SCHEDULE � u � a prior to starting installation . a > otherwise. DET. DETAIL SECT. SECTION � c. A representative of the geotechnical engineer shall be present during � i installation of the helical piers. e. Bolts used in structural steel framing shall be the break- off, torque � N indicating type, or torque inspection shall be provided as required by DIAG. DIAGONAL SHT. SHEET d. Soil corrosivity and required mediation shall be determined by the the building inspector. DWG. DRAWING SIM. SIMILAR i helical pier supplier. f. Typical framed beam connections shall consist of pairs of 1 /4" angles EA. EACH SPEC. SPECIFICATION e. Submit shop drawings indicating shaft and helix sizes, including E. J. EXPANSION JOINT SQ. SQUARE using the maximum number of bolts called for in Table II - A of the manufacturer' s catalog cuts and data sheets. ELEV. ELEVATION STD. STANDARD f. The steel helical pier system shall be ICBO approved. Installing AISC Manual ( ASD Ninth Edition ). g. Exponsion boits shall be wedge type "Hilti", "Rawl ", or "Red Head" or ENG. ENGINEER STL. STEEL contractor shall furnish evidence to the Structural Engineer by approved equivalent with the following minimum embedments: EQUIP. EQUIPMENT STRUCT. STRUCTURAL means of the ICBO evaluation report or "ER" number. 1 /2" diameter - - - - 2 1 /2" EQUIV. EQUIVALENT T TRIMMER g. Acceptable tolerance for alignment of top of pier shall be 1 ". _ _ EXSTG. EXISTING T&B TOP & BOTTOM � Piers exceedin this amount shall be removed and redrilled. Do 5/S" diameter - - 3° 9 - - E EXISTING T&G TONGUE & GROOVE not force pier tops into alignment. 3/4" diameter - - 4" h . Adhesive anchors called for on the drawings shall be glass capsule EXP. EXPANSION T. O. C. TOP OF CONCRETE � types such as "Molly Parabond" or "Hilti HVA" anchor systems. EXT. EXTERIOR T. O.F. TOP OF FOOTING REINFORCED CONCRETE: Minimum embedments, if not specificallY indicated on the drawings, F. D . FLOOR DRAIN T. O. L. TOP OF LEDGE shall be according to the manufacturer s specifications. FDTN . FOUNDATION T. O. M . TOP OF MASONRY � o. Concrete design is based on the "Building Code Requirements for i. All welding shall be done by an AWS qualified welder. F�R. FLOOR T. O. TOP OF Reinforced Concrete" (ACI 318- 95). j. Delay painting within 3" of field welds until welds are completed. FRMG. FRAMING T. O. W. TOP OF WALL b. Structural concrete shall have a minimum 28- day compressive k. Structural steel in contact with earth shall be galvanized and shall be FTG. FOOTING THRU THROUGH � strength of 3000 psi. attached to the foundotion with golvanized or stainless steel GA. GAUGE TRANSV. TRANSVERSE c. Concrete shall be ro ortioned usin T e I - II sulfate- resistant cement. expansion anchors. � p p g yp GALV. GALVANIZED TS TUBE STEEL COLUMN Admixtures containing chloride salts shall not be used. GEN . GENERAL TYP. TYPICAL d. Cold weather concreting procedures shall be provided as recommended BACKFILLING: G. L. GLUE- LAM U . N. O. UNLESS NOTED OTHERWISE in the ACI Manual of Concrete Practice. GYP. GYPSUM /GYPCRETE VERT. VERTICAL e. Anchor bolts for beam and column bearing plates shall be placed with a. Verify type of fill with soils engineer and structural engineer prior to HDR . HEADER V.I .F. VERIFY IN FIELD � setting templates. bockfilling. HORIZ. HORIZONTAL W. F. WIDE FLANGE f. Expansion bolts shall be located at a minimum of 6 bolt diameters HT. HEIGHT W. P . WATERPROOF � from concrete edge and spaced af 10 bolt diameters unless noted O otherwise. RG OUT: INT. INTERIOR W. W. F. WELDED WIRE FABRIC g. Concrete floor slabs on metal decking supported by steel framing INV. INVERTED WD. WOOD � Q shall have sawn or tooled control joints at a maximum spacing a. All grout beneath column bose plates and steel beams at bearing shall K KING STUD W/ WITH � of 15'- 0" in each direction . Locate control joints along column grid be non - shrink, non - metallic type grout. Grout shall have a minimum W/0 WITHOUT lines where possible and provide slab isolation )oints around columns. compressive strength of 2500 psi. � � h . Concrete coverage for reinforcing steel ( ACI 318-95): 1 . Concrete cast against and permanently exposed to earth 3" STEEL DECK : � O 2. Concrete exposed to earth or weather : CONNECTION SCHEDULE A. #5 bar and smaller 1 1 /2° � ' B. #6 through #18 bar 2" a. Steel roof and floor deck shall be the depth , gauge and rib type Qq SEE DETAIL 3/S4 Q I 3. Concrete not exposed to weather or in contact with ground: indicated on the drawings. r , b. Deck shall be fabricated from steel sheet conforming to ASTM A.611 B SIMPSON L50 � �/ A. Slabs, walls, joists (#11 bar and smaller) 3/4" � B. Beams, columns � � �2" or A. 446 having a minimum yield strength of 33 ksi. I c. Deck shall be manufoctured and erected in accordance with standard QC SEE DETAIL 4�S3 � � REINFORCING STEEL: recommendotions of the Steel Deck Institute Op SEE DETAIL 6/S3 I d. Welding patterns and details shall be indicated on the manufacturer's � � a. Detailing , fabrication and placement of reinforcing steel shall be in shop drawings. Required diaphragm shear values or connection � accordance with the ACI Manual of Concrete Practice. patterns are indicated on the structural drawings. ~ b . Except where otherwise noted on the drawings, reinforcing bars shall e. Sheets shall be finished by phosphatizing and painting with a baked -on r—, conform to ASTM Specification A615- 79 and shall be grade 60 except acrylic primer. Where deck is used os a concrete form , the side of the � �'+ � deck in contact with the concrete shall be phosphatized but not '� � ties, field bent bars where permitted by note on plan , or bars to be pointed. welded, which shall be grade 40. f. Openings larger than 6 " in diameter shall be approved by the structural � c. At splices in concrete, lap bars 36 diameters. Do not weld or use engineer prior to being cut into the deck. 1� mechanical splicing devices unless specifically approved by engineer. g. Use welding washers for deck with thickness less than 18 gauge. / d. Extend reinforcing steel o minimum of 24" through cold joints. Unless F-1 specifically located on plan or details, coordinate cold joint locations STEEL JOISTS: � with engineer. e. Welded wire fabric shall conform to ASTM Specification A- 185. Lap a. Steel �oists shall be detailed, fabricated, and erected in accordance welded wire fabric a minimum of one full mesh plus two inches. Laps with SJI Standard Specifications° for open web K and LH series joists. shall be wired together. b. Provide special end bearings and chord extensions as shown on the � f. Metric bar size conversion table: drowings. METRIC INCH- POUND c. Provide all bridging, bracing and other accessories as specified by the #� � #3 joist manufacturer and SJI requirements. � #13 #4 d. Provide shop drawings, including calculations, to structural engineer for � #16 #5 #19 #6 review prior to fabrication �25 �$ GENERAL REQUIREMENTS: � #29 #9 a. Structural erection and bracing: The structural drawings illustrate the #32 #� � completed structure with all elements in their final positions, properly #36 #� � supported and braced . The Contractor, in the proper sequence, shall provide shoring and bracing as may be required during construction to LIGHT GAUGE STEEL FRAMING: achieve the final completed structure. Contact the structural engineer for consultation (not in contract) as required. deslgned by TFA a. Metal studs and joists shall be of the type, size, gauge and spacing b. Shop drawings: Submit shop and erection drawings for structural steel , �VI /� B indicated on the drawings, with minimum section properties as miscellaneous steel, steel joists and girders, steel deck, masonry drawn by specified. reinforcing steel , wood trusses, manufactured wood joists and glue— CheCked by b. All 16 - gauge and thicker structural studs and joists shall be formed lam beams to engineer for review prior to fabrication . This review from steel that conforms to the requirements of ASTM 570- 79 or is for general com liance with the intent of the structural design. ISSU2d ASTM A- 446 - D with a 50, 000 psi minimum yield stress. The architect and�or contractor are responsible for checking quantities, c. All 18 - au e and li hter structurol studs and oists shall be formed dimensions and coordination with other trades. g g 9 � PRELIM 06 /19 /02 from steel that conforms to the requirements of ASTM 570- 79 or c. Existing structures: If construction adjoins an existing structure, ASTM A- 446-C with o 33, 000 psi minimum yield stress. contractor shall be responsible for verifying dimensions, elevations, PRICING 04/04 /03 d. Contractor shall provide bridging and blocking as required for stability framing, foundation and anything else that may effect the work shown and stiffness of the final wall or floor/roof assembly. on the drawings. Underpinning, shoring and bracing of existing PERMIT 04 /08 /03 e. Structural studs ond joists shall be coated with red zinc oxide paint, or structures shall be the responsibility of the contractor. shall be galvanized. d. Dimensions: Check all dimensions against architectural drawings prior 1 , , �� '� � "O 'r'� k'f�'�`f� � � OREVISED 06 /23 /03 f. All field- welded joints or ground oreas shall be touched up with a to construction . Do not scale drawings. similor rust- inhibitive material . e. Construction practices: General Contractor is responsible for means, ��•;% �cvelopment g. Built- up stud posts sholl consist of 18- gauge steel 1 5/8" x 3 5/S" or methods, techniques, sequences and procedures for construction of � ��Y Euilding Saiety & Insapectlp� 1 5/8" x 5 1 /2 � studs per plan and shall be attached together per this project. Notify structural engineer of omissions or conflicts TQ�1O�'� � Q� connection schedule. Use similar size and thickness track sections as between the working drawings and existing conditions. Coordinate � SMNIDM ��`, � _ �1 � � �, re uirements for mechanical electrical lumbin enetrations throu h � ��4�3• � � r � nw� lJ v required for nested connection of more than two studs together. q � �P g P 9 wgranungot � r=..;;,:, ,,� , d1o8 � �'�hatPamitnmt� h . Unless indicated as a box beam or header, headers shall consist of structural elements with structural engineer. Jobsite safety is the sole �wioan< «-,:-�,_ ,o �Pa�O°� ��P�. �pwfiqdensmdcomputdpp� �oY of �he provi.:ior.s o! �FUS code �or�ofren « � ��val of, any riolatiop p( � two C- joists placed bock- to- back and attoched together per responsibility of the contractor. All methods used for construction Y � �� af� �' �� 0�� connection schedule. shall be in accordance with the lotest edition of the UBC. ��o�fc�,c �=-��`crauthonrytoviolakpfcap�e� � �� f� sheet i. To and bottom lates shall be 18- au e steel or thicker. Track f. It is the responsibility of the contractor to contact the structural �""�'=tia� ch�ou« b� vy;a. P P 9 9 nx �u��« �r � sections ploced on concrete walls or slabs shall hove a moisture engineer ot the appropriote time to perform site observation VISItS. na� prcvcnt Ihe t::�,� _�;�� on pians, apn.i�mpa�s �d o�hcr data shy� � �, '�` Observation visits to the obsite b the en ineer are for determination e-, . „ F .a (i -lfenihetea[�� mqwringt"ecomcNonof E t � ( �� barrier and sealer between concrete and steel , and have a leveling J Y 9 F =`� � y= �`:= r.c^ � bed of 1 /4° minimum non - shrink, non - metallic type grout beneath . of general conformance with the construction documents and shall not �, -:. t. -„ � �, �� pr=�entingbuilding � � " - �"'" � Grout shall have a minimum compressive strength of 2500 psi. be construed as inspection. ° � - �^.�3t c::s �_„�� ,,;, , Thou h ever effort is made to rovide a com lete and clear set of r ' `F ' 'SOx� aoe j. Except as noted otherwise, minimum attachment shall be provided as 9 9 y P P � � � � construction documents, discrepancies or omissions may occur. �� • - - : � !? " 1 �-- '� - l , specified in the "Fastening Schedule" on the drawings. Release of these drawings onticipates cooperation and continued � �A1 °' �— '=�_`_� communication between the contractor, architect and engineer to provide the best possible structure. These drawings have been prepared for the use of a qualified contractor experienced in the construction techniques and systems depicted. JOB # 0112 - 03 l�-�- ISSUE RECORD DRB SUBMITTAL 04.�2.02 � - _ . J , , � _ _ Q �� r . � , rT° -. . � ... I i ,�L� .� i� _; r r -r-� � � , ,� -�-1 -r,-i r , . . 7 . � �1 1_z .�. t. i � � � 1� �. � ` �� T I�I_1 ' I r �l ' � � I��' I'�� ;f` �, '.� I�;�- I�-1' I lf I �I ��I � ! 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F � I �, � �4rt ` � ._ . . _ . . . . . . . . . � -3r_ { I . . . �. . , �, � � i -L'_Li� � ,a . ,. . . . _ ,-�i ' �� ;=_�°i��: �-�-rk'-�� -i � �.t,..�� .�.. T,,..= � I �-. . ' �i } � }� I . �i I .. . . 1Y J _ ' __ , ` ^ P � i r� r � ' F, `-.k � � � 1 �� : } EXISTING STUGGO FINISH , , _ - ' �_n ,_ - —. - �� . , �; r � } �� i � T i - � _ . - - - � -. � -� - ^ - � � - : � ' ` i i � i (�5t i � - -�-�'�='�r ,-r `j--r -�- � �� - : � - . . ..- _ _ � �- �- � � � . . . _ _ � � i. �,_: � .� .� � � _ _ I � . - .._ _ - - _. ..... _ - `. - I .-�_ T � � i i i I i I i 1 _ � AL _ yj � _ _ . ... !_ I _ I ._ 1 i I . S I �� : I f � I � . . . . _--- _ i I I i ' Y'. r ,s _'- i I .� r � 1-� � � :-t� - --- -7� - i �!� ! =1�. � _� -� �. � = - " � i � i i i I � , , , � �_ —'_ ' _— . E � -'-r� -s av..�� 1 '-i _ � I I � I i I � I I f— � . . , , I . i - . 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I � I ; I i � i I � j � i � � I i i i � ; ; � i i I �i j � i I � i I � i , - - TO MATGH EXISTING , � � , . . .. , I ' . ,, � I ; ' � � , . . // . I � I I t � : LEXISTING PARKING ARE / � � EXISTING WOOD SIDING ARCHITECTS 1650 E. Vail Valley Dr. Fa�lridge C-7 VaiI, C081657 vailarchi�s,com fax(970) 476-4901 (970) 476-6342 �IOfi� T � � �. � �� TIO �I NoRTH E � EVATI O N � �o i �4 �� = i �-o �� A � 01 ISSUE RECORD DRB SUBMITTAL 0422 .02 � � I I I I I I I I I I I I I I I I I I __ - - I I � I I � � I a I � I p I � I � I I I O I I O LINE OF ROOF � � V � Z LINE OF BUILDING BELOW I I � � � 00 - ' � — _ � � - - - - - - - - - - - - - Q � Z � o —I - - - - - - - - - — — - -� - _- . � — � cJ cv co � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I — — — J � � � _ �-;-,--� � � �� I _I — — w � Q � � � O � . , . _ -�;- � .��.. � � ug �. �. r�, ,,,-��-, p � 0 2 2 � �k � � T� � � , a ��_�L - .� , l I � � z z O �i � � 1z" i 7�'j°�� T_ u�`rt J � - - - - - - - - - - - - - - - - - � '--� w � � � % � ,��, � ;--. � , 1 r- l. � O � � � � � i I I W � � c� O II . �r� . --�-f i�� i� . -��' I , _ I . _ . . . . 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' ', OFFIGE ADDITION I � � � � � � � I � � � r � I � 1'� � �_ _ . . . . _ � � � � � _�-�,. ._..- ` � - - .. _ - I EXISTING � I � }� 'I ' ' j � I � � WALKWAY I �� i 'b _ _ w �`` - '� ° � � I .4�Y , , < O N� _ �� 'l�� ' � � � � I I �- - m �F. _ �.�.-�,_ � � ��. . �-� �._, I I � YT�� '�' 'd � . � I I i � �..�,_ ' r _ � ' �,��. _ I � � � ' I � �� , � � ,� : .�, ,� - � I I � ��'r� }� , .. 1 � � I ` �a ' II I I � � NEW EXTENSION �_. �- _� L � ��t, � I I I — — — — -� � TO THE ROOF ��. �.�.. , ��.a..,�� _I,+.,..� ,. . � 1 — — — — — — — — — — — IvEiN EJi°ANDED LOBRY O � I I I � � SLOPE � EXiSTING - � � 1 I : '�I � � � WALKWAY i I I �- - - - - + - - - - - - - - - - - - - - I � � SLOPE I � � i i O � EXISTING WALKWAY w� i � � ROOF � p � � � EXISTING ELEV. � N � � i ROOF � i - - - - - - - - - - - - - - - - - � - - - - - - - - - - - ' FRITZLEN - - - - - - - - -� � _ i � - . A�� I L i � c�� .� �� I �,�► P I E R C � - - � � � � �- ,, � � ST, � �- � � ; �� ',; L I EXISTI 'vG PARKi !vG I � OPEN TO WALKYVAY I DATE : _Q.�Z.�OZ— - I AND GOURTYARD I ` - " ' � i ;TAFF: ---�,z._ --- - A ARCH ITECTS 1650 E. Vail Valley Dr. Faliridge C-1 VaiI, C08'1657 vailarchioec�.mm fax(970) 476-4901 (970) 476-6342 J � GT I OI �I �t n/ ROOF PLAN � � OO � � � � I �t & SECTION A 2o i I /4 " = I '-O " 2O ,� 202 I /4 " = I '-O " UP lSSUE RECARD DRB SUBMITTAL � I � � � � � �� o4.2a .o2 N , 20 I /4 " = I '-O " i Q O Q ' O i i i I i i i �i i i ;i i i ; ,, i , i � � EXI5TIN6 �iPARKIN� j � i i � I �� I I � � � � I � � � � � I � _ ----1 , I __� �I � -1 I; � II �� I O I i i O � Z � � J 1 __ _ - -- __'_ '_'_ '_ � W LL � I _- I ___ � � Q � I � �� Q U N c °a _ T�l� C� a o o N Zp � � oo _ _ � � exisriN� � � Z Z O �j ELEVATOR ' ' 1 O O Q � W � � U � � � �,.� J � a a Q Q Zm � o > � LOWER LEV�L PLAN . . . . . . I/4�, _ � ,_�„ O J , . . . . . . . . . . . . � _. J Q � �98 SQ. FT. � ADDITION,4L GRFA PU6LIG PHON DN i I - , ' EXISTING WOOD -- :. . .� I :�. : . .- __ — ; RAILING � , . � , � , � , � EX151TNG I , ,, j�� . � FRONT DESK � � � I — � x I � I � - � EXI5ITNG I , ; � . . OFFIGE I � `� - � - � - - - - � �, . . � I - - � - -- - - � ; _ . X I � ! I ' � NEW EXPANDED 3 �'�� . . � ! '. LOBBY — , � �� i�, r - ' �i; .��. � ! . x '; . � Sl �: ��i ;=: � VIEV�' -� � � � _ x �e;1F � F, �� - �OVAo �� Q � � � � � �,'� ��, � � � ,� �: ob �o, �o� � _, FRITZLEN I DEMO WAL � ; � � �� EXISTING � �C� VENDING/ INPORMATION AREA I � � � � �' � �� P I E R C E � I i X I � LINE OF WALL I ABOVE � , EXISTING � � . POWDER ROOM I � �' . X � � ', � - � . � � . . . x I � ��., . , . _.. �. _ , �, . . - - N�w �ooR ARCH ITECTS EXIST I NG - O ELEVATOR ' � 1650 E. Vail Valley Dr. Fallridge C-1 VaiI, C081657 vailarchi0ec�.mm fax(970) 476-4901 (970) 476-6342 N J � GOI �l � L � Y � � � � � I �l F � OOR 20 � � �-62�� 4,-0„ P �AN S I /4 �� _ � �_� �� 2 SEGOND LE�/EL PLAN �,4.� - � -0� A2 01 � ISSUE RECORD DRB SUBMITTA� 04 .22 .02 J � Z Z OO z � � J J � n � � Q � QQ U `ti c° � ZQ pOo 0 � � oo � _ _ � � Q zzo � W ` o � � � � y W J J d � o � a Zm � � ' — m o .,� O / Q � ` EXIST� NG STUGGO FINISH � 7 � EXI5TiN6 STUGGO FINISH -- _ — — - - - - — — -- — — 7 EXISTING -- ---- --- -- - -- 17 - - -- _ _ _ -- - - — — -- � WD 51DIN6 — - - ---- - - - __ _ _ _ _ _ _ _ _ _ - — -- - --- --- — _�--- -Il --- - - - -- -- -- ---- - - ---- - - --- -- � p� n� � i <) F VAIL 1EXI5TING STUGGO FIKISH� DESIGi�! I=SC�/ IEW ST� F � =. rr• ; �VAL '\ � --- - -- -IL _ _ _-- - - - - - - - -- — - �� -- --- -- -- - - - - - - �L -- - - --- _ - - — -- - ---- --- --- DATE : - -- ----- --- — -----� � ----- -- - -- -- ---- -- -- - -- - - - - - - - - -- -- -- �,TAFF . � - - - - � � FRITZLEN ' ' . ' ; ' , � PIERCE , ; ; - - ---- ---- - ---- - - - - - -- ---- -- - - - -- --�- Il = ------- -- -- ---- ------- -- - - -- -_�- z�------- -- --- -- --- —, -- - --------- - — .._ -- - ----- - _ .-- EXISTING STUGGO FINISH � � i � � I � I � � I � ' � ' . . � � , � . i � I ; I i I ; i � I ` j i i , . . I . I i I I � : ; i � i ; ; t ; � i � � ! � ; � i � � l � � � � � i � ARCHITECTS I ; ' � ! i � � ' i ' ! I ! ' ' i � il ' � � � � � i „ � � � � � � ! i j , � � � � � � � I ' � i ; � ' '' EXISTING PARKING AREA . � I , , I I , i i , i � . i I � I i �� , � �� i � � � . 1650 E_ Vail Valley Dc Fallridge C-1 � � �. ��, � , . i . , . , � . . � � ' ' � - � Vail, CO 81657 vailarchi0ec�.com . . I ._. . � fax1970) 476-4901 (970) 476-6342 �r EXISTING EXISTING WOOD 51CiNG � X I � T I �lG 1� O � T � � � � �l� T I O 1 ` NORTH ELEVATI N A OI - � �4 „ = i ,-o „ � 01 E - - - — — � ISSUE RECORD DRB SUBMITTAL Q4,22,Q2 � � I I I I I I I I I I I I I I I I I I I I � � J � � a � Q ; , � , Z ' � � � Z ; � � � � LINE OF ROOF � � O - Z LINE OF BUILDING BELOW I I � � I I � � J � � _I - - _ - _ - - _ - - _ -' _ LLJ - - - - - - - - - - - - - - - - - - - �� C � � — — — — — — — — — — — — — — — — — — I T — — — — — — — — — — � — — — — J r — — — — — — — — — — — — — — — — — � Q — Z � O � U cv ao p I I I W o DON I I °- Z Q � ,� � o � I I N � � � � � I � I I - - - - - - - - - - - - - - - - - � � � � I � p � w � I I ' � W ` J J U OC � I I I � � W Q J G. I I I � 7 M � > > p i � � � i � L W �^ � i � ry � 0 N � H � I N V � N V � � - � � � � � -� O � � EXISTING OFFIGE I � EXISTING OFFIGE I � OPEN TO GOURTYARD � � �� ROOF � I ROOF � I � / J I I I I / � I I I � � � I � � � p � I I � I I � � � I I � � � I I � I I I � � I � � � � � SLOPE � � I I I � _ _ � �- 1 - - - - - - - - - - J i �- - - - � i � � � � � � � � � � � � i SLOPE i i � I I � � I � � � EXISTIN6 ELEV. I O O � � ROOF � - - - - - - - - - - - - - - - - - - - - i I � I r - - - - - - - � � - - - - - - - - - - - - - - - � ; FRITZLEN ' ' PI ERCE � � � OPEN TO WALKWAY I I AND GOURTYARD � � � Y��nir� n � �IAIL � -'� � � r- �_ ; , � i s�: . , �- � � , i_ � L`F7�_ 06 Z - - - -,y. -; , : .- �' -- - - - - — � _ _ .$� _ ARCH ITECTS 1650 E. Vail Valley Dr. Fallridge C-1 Vail, CO 81657 vailarchi�ec�.com � X I 5 T I 1 � G �ax�9�Q) 4�6-490, (9�� 4�6-634� S � GT I O �l � � X I ST I �lG � xisTiN � Roo N � OO � � I � � F �AN & SECTIO � +� a o2 - i I /4 " = I '-O " ,� 02 - � �4 „ _ � ,-o ,� 2 0 2 - E / UP ISSUE RECORD � X I ST I �lG DRB SUSMITTAL 04.22 .02 ,� � I � ST L � �l � � i� l. � �l � o � I/4 " = I '-O " O �� O O il O I! j , � � ;; 'I i ; i `\ , � I II ` EXISTING �, 'PARKIN� . . . . . . . �� II � i I i ,I ;I J I Q ;� Z Z � O � — Z .. . _ _ __ _ I . �� J J � n - -- — _� � � V � � � . . . Q Q U N ao p exisrix� � � o N Z � � � � o ELEVATOR � . . . . � � tn N O � Z Z J W W ` O O O o�c � � W Q J d Z � g � � M � — W Q JO QJ � � DN � EXISTING EXISTING WOOD � STUGGO RA I L I N6 I RAILING � EXISTIN6 � EXISTING I VESTIBLE FRONT DESK I � � EXISTING � OFFIGE � I I I � r� � EXISTING ; � Ex,ST,�� FRITZLEN 'L- -� POWDER ROOM I GOURTYAR� EXISTING I EXISTING i '' � � n.� n� � F �� P I E R C E VENDIN6/ I LOBBY C� �. � IGf�! REVIEW INFORMATION AREA � : ! f-: r � /� ;� ? ROVAL \ � LINE OF WALL � a,aove :;-^,T,- _ 06 �� 7 �DL i Ac, � , .. _ -- � �-- --- FxisriH� A R C H I T E C T S � X I � T I 1 ` G ELEVATOR 1650 E. 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Vail Valley Dr. Fallridge C-1 - ( J � � Vail. CO 81657 vailarchiteear.com � � � I � �� % �� fa�d970) 476-4901 (970) �76b342 � � � � � � � � � SITE PLAN i ioi sc�.� : i ° = 20 � A 1 01 - --- _ � ISSUE RECORD STANDARD ABBREVIATIONS DRAWIriG GONVENTIONS PROJEGT DIREGTORY /�DMINISTR?�TI �/E INFO . a�2O2 ITTAL AFF ABOVE FINISHED FLOOR JAN. JANITOR �\ GRID LINC- MATGHLINE AFG ABOVE FINISHED GRADE JT JOINT 1 1 — - - - WO NER: VAIL INTERNATIONAL GONDOMINIUMS LE6AL DESGRIPTION OF PROPERTY AGST AGOUSTIGAL JST JOIST �J 101 SNOWDEN SMITH AD1 ADJUSTABLE .1B �UNGTION BOX I � DOOR DESIGNATOR � .., DETAIL NUMBER 2 AG AIR GONDITIONIN6 MFR MANUFAGTURER � � A�O2 300 E. LIONSHEAD GIRGEL ALT. ALTERNATE MA5 MA50NRY � � SHEET WHERE SF+OWN W� STREET ADDRE55: VAIL, GO 8165� GODE AUTHORITY: ALUM. ALUMINUM MO MASONRY OPENING I I O WINDOW DESI6NATOR UNIFORM BUILDING GODE 1991 AB ANGHOR BOLT MAX M,4XIMUM � DETAIL DESIGNATOR ANOD. AKODIZED MEGH MEGHANIGAL ♦ � ROOM DE516NATOR JURISDIGTION: '� � � � '� 101 ROOM NUMBER APPROX. APPROXIMATELY MED MEDIUM O ARGHITEGT: FRITZLEN PIERGE ARGHITEGTS TOWN OF VAIL ARGH . ARGHITEGT OR MBR MEMBER BLDG. SEGTION DESIGNATOR MEDIA RM ROOM NAME I650 E. VAIL VALLEY DRIVE ARGHITEGTURAL MTL METAL VAIL GOLORADO 81658 GONSTRUGTION TYPE ATTEN. ATTENUATION MIN MIN' MUM I SEGTION NUMBER � GEILIN6 HEIGHT DE5IGNATOR q0�-4�6-6942 TYPE II -FR AUTO AUTOMATIG MISG MISGELLANEOUS A401 SHEET WHERE SHOWN BDRM BEDROOM MTD. MOUNTED O PARTITION TYPE DESIGNATOR ��` BSMT BP�SEMENT MH MRN kOLE HIGH DENSITY MULTIPLE FAMILY DISTRIGT BRG BE�4RING MAGH MAGHINE 2 GONTRAGTOR: TO BE DETERMINED BLR BOILHR M MASTER 8100"-O" INTERIOR ELEVATION DESIGNATOR BLKG BLOGKING MW MIGROW�4VE LEVEL INDIGATOR 6RFA: BD BOARD NEG NEGESSARY I 6O 3 ELEVATION NUMBER STRUGTURAL EN6INEER: TO BE DETERMINED BOT. BOTTOM N NEW 8100"-O" SHEET WHERE SHOWN BOG BOTTOM OF GURB NOM NOMINAL SPOT ELEVATION BLDG BUILDING NIG NOT IN GONTRAGT 4' MPdE ENGINEER: TO BE DETERMIHED 51TE GOVERA6E GAB GABINET NT5 NOT TO SGALE a4• EXTERIOR ELEVATION DE5IGNATOR G .O. GASED OPENING NO NUMBER GI GAST IRON OG ON GENTER GLG GEILING OTA OPEN TO ABOVE �� FAGE OF OBJEGT OR GENTERLINE I ELEVATION NUMBER GIVIL ENGINEER/SURVEYOR: GT GERAMIG TILE OTS OPEN TO STRUGTURE A301 SHEET WHERE SHOWN GLR GLEARANGE OR GLEAR OPEN OPENIN6 DIMENSION GONVENTION GLO. GLOSET OH OVERHEAD GOL. GOLUMN OZ OUNGE I❑ KEY NOTE DESIGNATOR GOMP. GOMPOSITION OD OUTSIDE DIAMETER REVISED AREA GONG . GONGRETE OA OVERALL OF DRAWI �IG GMU GONGRETE MASONRY PT PAINT ROOF SLOPE DESIGNATOR UNIT PR PAIR 2 6: 1� SLOPE OF ROOF GONST GONSTRUGTION PART PARTITION GJ GONSTRUGTION JOIHT PB PARTIGLE BOARD RDDE�IDUM GONT. GONTINUOUS PERP PERPENDIGULAR GORR. GORRIDOR PH PHONE DRP�W I NG I NDEX GB GATGH BA51N PLK PLANK t GG GORNER GUARD PLAS PLASTER MATERIAL SYMBOLS �1 GEM. GEMENT PLAM PLASTIG LAMINATE � GPT. G.4RPET PL . PLATE SHEET # DESGRIPTION DRB D DRYER PLWD. PLYWOOD 7 DET. DETAIL PREFAB PREFRBRIGATED �///�//�///��/j/��//� OOO �QO � � SU$MITTA �„� DIA. DIftMETER PORG . PORGELAIN �j��j�j\�j\�j � O� � � �!�I L�L�J O DW DISkWASHER PT PRE55URE TREATED DIAG DIAGONAL PL PROPERTY LINE E^RrH GRAVEL w000 5nio woo� DR DRAIH QT QUARh2Y TILE �� _ _- ---- - - ---- - ----- ____- --- -- ---- - ; r � A000 GOVER SHEET 04.22.02 Z DIM. DIMENSION R RADIUS ; s � � �� v �■ � � DR DDOR REG. REGE55ED '^ = ti� r�� n AIOI 51TE PLAN 04.22.02 DBL DOUBLE RE : REFERENGE eRicK exisru� wa�� P�rw000 PARTIGLF BOARD �� o-' p 'n DN DOWN REF. REFRI6ERATOR � Q U Z � O DS DOWNSPOUT REINF. REINFORING OR REINFORGED ' ' ' � .' , . , � � A201-EX EXISTING FIRST AND SEGOND LEVEL PLAN 04.22.02 U N � p � oON DWG DRAWINGS REQ. REQUIRED A202-EX EXISTING ROOF PLAN AND SEGTION A 04.22 .02 � Q � � � O EA EAGH RT RESILIENT TILE eoNCa�� 9ree� sn�o wn�� baouNV ur� -- ---- - _- _ � EW EAGH WAY REV. REVISION OR REVERSE A301 -EX EXISTING NORTH ELEVATION � � O O O F- ELEC ELEGTRiGAL R RISERS O4.22.02 EL ELEVATION RET. RETAININ6 -- -- --- - - - -� w EMER EMERGENGY RD ROOF DRAIN � A201 FIRST AND SEGOND LEVEL PLAN 04.22.02 (� ^ EHU EMPLOYEE HOUSIN6 UNIT RFG ROOFING e.nrr iNSU�nnoN Ri�iv iNSU�nnoN cw e�ocKiN� — - -_--- -"- -- ---- -- -- - -- - - --- � � W J J o�aC EQ EQUAL RM. ROOM A202 ROOF PLAN AND SEGTION A 04.22.02 EHG ENGINEER RO ROUGH OPENIN6 � � � - - ------- -- — - --- /�/� p J � EQUIP EQUIPMENT SGHED SGHEDULE A301 NORTH ELEVATION 0422 .02 � {..I.J °'"' �- 2XP EXPANSIOH SEGT. SEGTION - -- - - ---- - - - L� /�/� EXST EXISTING SHT. SHEET �� W (� EB EXPANSION BOLT SM SHEET METAL --- --- --- ---- - ------- ---- ---- __ - - - O _ � EJ EXPANSION JOINT SV SHEET VINYL J EXT EXTERIOR SIM. SIMILAR - - - - -- -- ---- ----- -- - - --- �� FOG FAGE OF GONGRETE SG SOLID GORE � 1 OR FAGE OF GOLUMN SPEG . SPEGIFIGATIONS --- -- - -- -- - - -- --------- �� FOM FAGE OF MASONRY SQ . SQUARE � FV FIELD VERIFY 5T. STAIN - --- - - ---- - ---- - - -. ---- . _ _ _ _ FIN FINISH 5/5 STAINLE55 STEEL FF FINISH FLOOR STD . STANDARD --- -- ------ FFE FINISH FLOOR STL. STEEL � - - ELEVATION STOR. STORtkGE — - - ---- ----- — _ FE FIRE EXTINGUISHER STRUGT. STRUGTURE FIX FIXTURES SUSP SUSPENSION - --- - - - -- - - - - - -- ----- -- - -_ - - _ - __ - ___ _ FH FIRE HYDRANT THK. THIGK FREZ FREEZER TdG TONGUE 8 GROVE FRM FRAMED T.O. TOP OF FR FIRE RATED OR TOG TOP OF GURB ELEVATION OR FIRE RETARDANT TOP OF GONGRETE FLR FLOOR TOS TOP OF STEEL ELEVATION FD FLODR DRAIN TOW TOP OF WALL ELELVATION FLUR FLUORESGENT T TREAD FT FOOT TB TOWEL BAR FTG FOOTIHG T � S TOP AND BOTTOM 70wni oF ��a� L FDN. FOUNDATION TEL TELEPHONE DESICI' �� ` � ' / Ir FBO FURNISHED BY OTHERS TPH TOILET PAPER HOLDER STtai i �.';.L GALV. GALVANIZED TOV TOWN OF VAIL GA GAU6E N TELEVI510N GL GLA55 TYP. TYIGAL ( ALL GONDITIONS NOT DATE : 0 � 0 z GL GLUE LAMINRTE OTHERWISE SPEUFIGALLY GB GRAB BAR GALLED OUT TO GONTRARY) '�uTAF� . �____ __ _ _-� GWB GYPSUM W�LL BOARD UNO UNLE55 NOTED OTHERWISE 6F GAS FIREPLAGE VERIFY EXAGT DIMEN510N5 ARE NOT FRITZLEN GEN GENERAL POSSIBLE, FIELD MEftSURE GRT GROUT VB VAPOR BARRIER HD HARD OR HEAD VERT. VERTIGAL P 1 E R C E HB H05E BIB VGP VIRTIFIED GLAY PIPE HDWD HARDWARE VGT VINYL GOMPOSITION TILE HDRL HANDRAIL VWG VINYL WALL GOVERING HVAG HEATIN6/ VENTIN6/ W WASHER OR WIDTH AIR GONDITIONING WG WATER GLOSET H/D HEAVY DUTY WH WATER HEATER HTR HEATER WP WATER PROOF OR HT HEIGHT WEATHER PROOF HG HOLLOW GORE WT. WEIGHT HM HOLLOW METAL WWF WELDED WIRE FABRIG HORIZ. HORIZONTAL WIN WINDOW HR. HOUR W WITk INGL. 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SIDE OF WEB] II 3j. 4jf � N i � � � `` - 12 1 �4" FITTED STFNR. f�' � � I ; - - , ' �-� 3 g TYP. EA. SIDE OF WEB I I � I � O i �, _ ` ` ` � _r , `=` _ ` TS 4x4x3/16 i I "� �o i ' - ` � � � �.�- � � � � i� o i �� 3/16„ � , - \ O � -�;=, _ ` 54 � I 3/16.. ' ' ' - QB TYP. � � � � � - - _ � _ I N � � /4„ � � �4„ i i � , , ` _ ` _ , _ _ _ _ _ I I � � A rYP . ' — O _ _ _ I I I � � 1 �2�� i MOUNTING F'��. 1 /4x10x ` � � - � ` ` _ � i � 0' - 10 3/4 W/ ( 4) - 3/4"0 � - � � �� (VERIFY 4„ O 10" � i x 5" EXP. ANCH . I � - _ - - ) - ��y Q i i � � i _ ' , / , �1 � � � � i i I I - - -1 '� �i '� �--1 �V i i I � I ' ' � i i W tOx26 � I � -- - - I 'i � i 'i � O i i I � J — - - � '� � � 'I� � � i i � � CAP F�': i i (N ) S50S162- 33 LIGHT � �I 1 /2x5 3/4x0' - 10 W/ ' � i i GAUGE STEEL STUDS � 16" � ( 4)- 1 /2" 4 THRU- BOLTS ; � � O ; , � i i i i [ ( 2)- EA . SIDE OF WEB ] � � � � i ' BRG. f'�: _ ' I I � i � 1 /2x4x0' - 10 W/ NEW TS 3x3x3/16 (� - II I i i �E) 6 " PRECAST � 4)- � �Z�� THRU - BOLTS � CRIPPLE POST U �, I� � 'I _�___� � � i '� i i CONC. WALL I I� I� � I � ADD 1 /4" FITTED STFNR. II � EXSTG. W 6x<9 _ ; I ', ; � �� 3 I---1 fe EA. SIDE OF WEB OF i', 'i - EXSTG. TS 3ix3x3/16 S4 I ' '� i i � ' i i (E) W 6x9 ° � _ I I � i � 2 SCALE: 3 4" - 1 ' - 0 " _ � � � � ii I � � � � � � � S4 TS 3x3x1 /4 DIAG. BRACE C 8x1t :a SUB- FASCIA � � � � � � � � � � � � � � 'y 'L .�f° - � � � � � � � � �s TS � - Aj+'y '� � 'i � J A �`+ �+ ' 'i ; ', i +3 �A 5 .�5 'i i i i � � - . ' � - - +� � -- -� Z - - - - - - I I'- - - - - - - �s �s ? � F ' z - - - - - - - - - - - - - - -- - - -- - - - - - - - -- - - -- - - -- - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - � I ,j , ' - - - - — _ - — - r - . - — - � � Q _ � � � I L � � - J - - - - - - - - - - ' - r __ �- -- �- - � - � ! � - - rr --- - - _ _'r � -- -- - --- - - T - - - r - - - - - - - � - - - - - ---- -- i � ` � l � j �_ _ _ _ _"' _ ___ � _ C_ __ _ _ _ _ " _ _ Z � r �_ _ _ _ _ ____ _ _ i _i_ _ _ " _ _ _ ____ _ _ _ _ _ _ _ L _ _ _ _ _ � _ _ �. _ _ _ I, . . I � � ' -�--- � � � ', I I � TS 3x3x3/16 r ` ; , i � � I C 8x11I1 . 5 SU�B - FAS�IA i I , , ; , � � CRIPPLE POST � i i I i �i � i I I � (TYP. � 12 LOC. ) �I I � � , � � C 8x11 . 5 � �4' - 0 $ YP , � � BLKG. PANELS BTWN . ' ' i � � �ii i� � I I I �i � C 8x11 . 5's C�? BRG. : � ' ', � ; � �� ; I I I � IT� L I � BLKG. PANELS BTWN . � i I I �� SOOS�200� 4 TYP" x18 a• CONT. STRUCT. STEEL DECKING � 9 ROOF DECKING: 1 1 /2' x 20 ga. C 8x11 . 5' s � BRG. : (VULCRAFT 1 . 5F20) 5/8" PUDDLE ', �� I � � � , i � I I ii I WELD ON A 36/3 LAYOUT TO ' i � i � � ', I ' I I � 800S200- 43 ( 8" x18 ga. I - SUPPORTS ANS SIDELAPS SCREWED , ; , �_ � I�� t — — �' — � � C- JOISTS) , TYP. Q ; ; � � ', I i I �8 � ' - - - - - _ - - - - W/ #10 TEK SCREWS 3 PER SPAN ; ; � � , ��,nx3 � w aX� 3 � a'—o t � Q � '� � QTYP. OA designed by TFA � , �� ; I EXISTING FRAMING ' �I l EL Wll � I I Im M m ' - - � - - drown by MAB � i � � i ' 'i 'i 'i I "� xl I � � ' �� C Sx11 . 5 STRUCTURAL , � , i Q i x � � � checked by !s4 �� i i � �, � i ' i ' I I ' I � � I 3 � � ' � SUB- FASCIA I � � I - ; ! ° '� i I � 3 � � W 14x38 � � , - - - - i � � C 8x11 . 5 LOOKOUTS ISSU2d W 10x26 � ' � � � - r ' � m � li li I � U � 4'- �� t I � ; ( ; I ' ROOF DECKING: 1 1 /2" I x 2D 9a. ' ' '�' I � i , � i o � 1 SCALE: 3/4 " = 1 ' - 0' PRELIM 06 /19 /02 I ' ; ; ; CONT. STRUCT. STEEL DECKING I I i �? I i � I I � o PRICING 04�04 /03 I ; � ; ; ; ' (VULCRAFT 1 . 5F20) 5�8" PWDDLE ' I � � �' � � � 54 I �� ; ', ; ', WELD ON A 36/3 LAYaUT TO ! i � �I i I, i � ; PERM � T �4 �� 8 �� 3 ' i ; 'i i 'i SUPPORTS ANS SIDELA�S SICREWED I I U tn � ' �, I � � � � W/ #10 TEK SCREWS 3� PEf� SPAW � �. I r I i �' � Q � I I x „� � � �i ` - i r - - , - - i i � i I I �8�. I � I . . . _ _ ' ' � Z � I � � '- � I I ao �j'� , _ .i � - � - --- - - - - - -. _ _ _ . . _ - - - s I ''O � U U U � �� O .y-F ' � ; �' i /yJ `T+� � v i Z a"o m aXO m a � v I � � �� , + , I I I I � �s � U � �� U � � ; �� I � � ' NORTH � , � � � � � � � ,I , i i � i � I � � , — - - — _ - _ _ — -- � � i i i i i , � � _; , , _ � _ I � i ' r � ' ' , ' ROOF FRAMING PLAN = �, � , � I � I � � � sheet I ; �, ' �, �N ) 800S200- 43 UGHT , , ; � i � i I � SCALE : 1 4 " 1 ' - 0 " I ', ¢AUGE STEEL RAFTERS C� ?4'; ,y � I I I I , , �+�+ � I � I '� PLAN NOTES : ' ��1 ~ z � I i . POSTS BELOW ARE INDICATED: � NON - CONTINUOUS POSTS FROM ABOVE ARE INDICATED: � �N) S50S162- 33 LIGHT a p z I , a � � ; � GAUGE STEEL STUDS � 16" `P0 � ' � ', L 4x4x1 /4 CONT. LEDGER W/ � ', ; � '' �� ; ; -J. 1 ' 3 4" 0 x 5° EXP. ANCH . � 4" L ' _ �l � 2. " Q " INDICATES CONNECTION TYPE - REF. Si FOR SCHEDULE . � � I ', II � I II I I � _ _ ' � � , , � , , � � , 3. (E) REFERS TO EXISTING CONSTRUCTION , ( N ) REFERS TO NEW CONSTRUCTION . ' � I ' , � �� , - -- - j , , � � (E) 6 ' PRECAST CONC. WALL � � ; � , , � , � ', ; � � � � I � � : � � _ , � , � 4. THESE PLANS WERE PREPARED BASED ON DIMENSIONS FROM ORIGINAL CONSTRUCTION ` � �, ' � 2 DOCUMENTS (DATED 05/01 /73). CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ALL � 54 NEW COLUMNS. � � B # 0112 - 2 MANUF. OPTION TO EXTEND S3 END OF BAR JOISTS 6 `� � ��O 1 .. _>� �s T.- _ h+�' k+�' 3 + _�.;�, s+s+ r Q . 5VS3 � 24" � a .��+ � CANT. TOP CHORDS, TYP. �`� � i,� �� ; : c� � � � n m M m S3 � - �� rn 'v'� x x � i -- . � i � Of S�I �� 4 � �_ _ ' _ _ — i � i 1 ` � r � AN . � � o � X�� .Q� W 14x43 �� ,, r�i ��/ - tt�s .`'r�v �� ... X ;} • � � �;�: ',� . . �� _ � t � i � � �� T. � � : I i ' ; I � ; �� i ii � � i � ' � � �� i � ', i � i ' i ; � � � � � ' � ; � - - � �� — -- . . — . . I_ i..il �i � �i ��i 6� i - � i , i i � � n ; � ii 12 1 BAR JOIST � 24 ' O. C. ; 'i ��i � � � N ' � U I I i � i ` �� Z rnrn i I — - ii 'i �� — � �t d i � i i i O O� O� I I � O X i - i i i , i � (n .-. � I �� i � �' ' � �� i Z � �� i ' y�t� � i i �i �i D��' � Q '� ti i I Dct Dc+ � i i �`+ � �� , ~ N � i ' � ii i, J � �'s I �`� - .<� � , TYP. ' � '� � � R+A i I I � � - � i ; ', � '.. �� oi cv °�° -1- i � i � � Z C � ip � ) i � ', - - - i i ' ' ' �� u7 i s ANT � - W 10 19 . ' � W 18x40 � � U 0 0 � - — r — , � - — � � — — � _ _ - - � - � , - N - W 12rc5�0 11a ' _ 7 I - II — ' _ _ ', r _ i _ " _ " _ _ _ _ _ � _ � _ _ _ _ _ __ _ . ..-i_ � � -� . . .- . __ _ _ _ '�_ .� _ _ _ _ _ _ _ _ _ _ _ _ _ J_ _ _ . _ . _ _ _ _. i .-.- _ _ . -. . . i C ' U d > ! ! I J � ' � F � 5 /� � �' ; ; ' ' O ' S3 ROOF DECKING: 1 1 /2" x 20 ga. li L � � � � � � ONT. STRUCT. STEEL DECKING +� C � � � � � � �' � m � � ' ', ; i � I I ! i �. ( VULCRAFT 1 . 5F20) 5/8" PUDDLE ; , , , ; I `r WELD ON A 36 /3 LAYOUT TO � � � ; ; �� i � � R+Q ', '� SUPPORTS ANS SIDELAPS SCREWED � � � � � � , �',,� ' W/ #10 TEK SCREWS 3 PER SPAN ' �' 1 i �" � I_ _ i 112' 0 VE IFY) . I, °' I � ls Ii � � � � � I ; � � L _I C� J �� I , T. O. ONC. I � � , � , , � � i , ' i , � � � r i i N i i � i i � � ' � � . . , ' � � � I Q, �MC 12x10. � � � � � I i i i � � r � � � � � 7�� I I � I �_ � �' ' I �i I 14K BAR OISTS � 24" O. C. � 2 � �, ; � � . -, � � ; ` - - - - - � - - -- - - - - - - -- - � - , � I � � .. l ', I � — -- -- - - --- 3 � II � s � � � � - - � I X N W ' �� I i ; I 2 1 2" CO C. SL B REI F. W/ `V � '�+A ', ' � 3/16" ; ti � , I ; i ; I W. W. F. 6x6 W2. tx 2. 1 0 R {'�,? '� ^ � �' ` � � - - ; ; ; ', I ; I 9/1 " x 2 ga. TL. DE KING � _ I , 6• � � , � � � � � � � � � I z � � ; 1 1 2" ROOF DECKING � � , � , (VU CRAFT 0. 6C2 ) � � � � i � � ; � � � � � � �, � ' � � PER PLAN � � � - - - - � � I L _ � ,� I, � - - - � � I� � 3. 5 . � _ - - - - - - - - � � -� � � I � � , � � � ` - J - - , i 12" BAR JOISTS � ; „ - - - � � PER PLAN � _ _ � � _ � 3/16„ ' � � � W 10x19 � � � � � i I I - � i I 3 4 , W 10x19 Q � ; i S3 S3 I 2.5VS3 � 24" � � � � �� ._ � d, � � (E) WALKWAY ENDNOF BAR I �JOISTO >EXTEND � ; �- - - - - - - ' i` -- _ - - - - - - - - - - - - - , (N) W 12x30 ( 111 ) 0, � CAP fC: 1 /2x4x � F�-1 � � - - _ - - - - , � - - . . . _ - , , - - - - I J I I i � � N R3 E D EXT NSION � 24 ' O. C. � I 0' - 10 W/ ( 4)- i /2"� O , �_ , � � � I N � THRU-BOLTS I TS 6x4xt /4 � F,,� � � � � II i � � a+ - � - � T A+ � � ' � � � i i i i � � I i i � pc+ � - I s ' � � � � I �� Q�, TS 4x4x3/16 CAP F'�. 7 /2x5x0 10 W/ I � ; ', � (N) 550S162-33 LIGHT '� � � W/ ( 4)- 1 /2"V� THRU - BOLTS I ; ; � , I GAGE STEEL STUDS � 16° G I I � ^ , ; � ' ' - � 3�16" i �i � � � � � � ; ; f I i I -- - _ - � I 3�16 r"'� � , � I � � � ', -- --- - -- - -- -- - i � - - � - - - - - - - - � - - - - - - - - - - � I �� TS 5x5x3/16 - � � � I I � I I I � � I I I � I . ; ; � - ; ' 12 i TS 3x3z3/i6 BRACE � � - - - - - 12" BAR JOISTS - �� ' �?. p�. � ��RIF PER PLAN ( LOW �� ROOF BEYOND ) �� i YJ DEC. WRAP PER ARCH . � � � r � � : I i i j j i I \�\�\ � �,�' � I � I I I ;:� 3/� s" � � � � �� TIE IQ: 1 �4xSx0 8 � � ; -_ - - PER PLAN ( LOW ��- I �� CONT. EDGE L 2 1 /2x � � 2 1 /2x3 1 /6 , TYP. — I 3/16" � TS 6x4x1 /4 r (N ) 5505162- 33 LIGHT � � GAGE STEEL STUDS � 16" TYP. 3�76„ I � � TS Sx5x3/16 TIE I�161 /4x5x1 '- 2 � � W 10x19 W 18x40 W 12x30 O�VER 9/168 PE2 P9�AN � STL. DECKING (VULCRAFT 0. 6C28) 3/16" � 2" RETURNS 12x16 112' -0 2 SCALE : 3 4" = 1 ' - 0 " 3/16 " � � � �- 9 � 2 T. O. CONC. ' 111 ' - 7 7. 0. STL BM . 111 ' - 7 S3 T. O. STL. BM . T. O. STL. BM . �L 4x4x1 /4x0' - 5 1 /2 W/ ( 4)- 3/4"� THRU — BOLTS ` , designed by TFA ( 2 EA LEG) MAB drawn by N checked by � CAP Ft?: 1 /2xBM . FLANGEx Q : �L 4x4x1 /4x0'-5 1 /2 WELDE � \ � 2'-11 " � BAR JOIST: PER PLAN i 3/16" 0'- 8 W/ ( 2)- 1 /2°0 TO W 12x16 AND BOLTED - '° � W/ R3 END EXTENSIONS � ISSUed TS 4x4x3/16 � � THRU - BOLTS TO W 12x30 W/( 4)- 3/4°0 � ', 12 ROOF BEYOND � THRU - BOLTS ( 2 EA LEG) W 12x30 N � 3.5 � PRELIM 06/19 /02 � � � z I I � � ' ' i i /z" ROOF DECKWG PRICING 04 /04/03 5 SCALE : 3 4" = 1 ' - 0 " 4 SCALE : 3 4" = 1 ' - 0 ' 3 SCALE: 3 4" = 1 ' - O" �� PER PLAN PERMIT 04 /08�03 S3 S3 S3 � � PER PLAN OISTS � � 12 � � 7 NORTH �, , � w iaXaa MEZZANINE 8c LOW ROOF FRAMIN � PLAN SCALE : 1 4 �� _ , � - o �� ', 3�, 6�� sheet � � PLAN NOTES : � � � 1 , POSTS BE�9W ARE INDICATED: � NON - GONTINUOUS POSTS FROM ABOVE ARE INDICATED: � 2. (XXX' - XX" ) INDIGATES TOP OF STEEL BEAM ELEVATION . � � 3. " O �� INDICA7ES CONNECTION TYPE - REF. S1 FOR SCHEDULE. W 14x43 CANT. TOP CHORDS OF 8AR JOISTS 4. ( E) REFERS TO EXISTING CONSTRUCTION, (N) REFERS TO NEW CONSTRUCTION 5. THESE PLANS WERE PREPARED BASED ON DIMENSIONS FROM ORIGINAL CONSTRUCTION DOCUMENTS (DATED OS/Ot /73). CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ALL 1 SCALE : 3 4" = 1 ' - 0 " NEW CO�UMNS. S3 JOB # 0112 - 03 � � TS CO�. PER PLAN � 10" ;,y 3/16" a'' • • '�1L \: BRG R: ` . =� - - - - 5/Sx8x0'— S W/ � • '" ( 4)- 1 /2° 0 x 10" A. B. �s �f � f r � , _ _ . ON t " MIN . SHIM & NON — • '�, cMV � -_ - - - - - - ii � i` I ` � I SHRINK GROUT - ' '• ��.� � -C � '� , _� `� `�' - Z ��°� I I '��d TS CQL PER PLAN � %%"t�;,.. , � �'� Y,r° ��. �T��i a i � �- � � ` .�i�\%i/ I I ��%� �O � � ii BRG. R: � �% I I �,�� , 5/Sx8x0'- 8 W/ I 12" 0 CONC. PIER 'N � ^ (4)- 1 /2" 0 x 10" A. B. 's � 4�� 4,� 4� NOTE: � � ,n VERIFY ON 1 " MIN . SHIM & NON - � COL. & ANGLES TO BE U I � T. O. PIER SHRINK GROUT I I (2) - #5 DWLS x a b GALVANIZED BELOW GRADE ? � m � �� I I I I 6„ � i � GRADE - 0" MIN . ABOVE cF/1 � o x � 6 - I I ( IF PIER HEIGHT EXCEEDS 4'- 0, tO VERIFY ,� Z � °1 � ADD ( 2)- �5 VERT. BARS FULL - - - - - Q '� I I #3 T1ES x g" I I - (E) T. O. W. I- � � 12 I I ° - � L - HEIGHT OF PIER) � J I � � C (� ' w ._ � _ _ - Z 0� � � I I L 6x6x5/16x2' - 6 W/ � 1 . O � � � SEE SCHED. FOR REINF. (4) - 3/4" m x 5" EXP. � � °0 U �0 I I � M EQ. EQ. ANCH . 's (GALV. ), - � o m � / EA. SIDE OF TS COL. � � . � NOTE. I I I I � �� ' ' ao I /� ,� J TOP OF DETAIL SAME I I I I � SCHED. WIDTH �- - -� N Li L o a AS 3/S2 � i _ � a > � � �— 12" 0 CONC. PIER W/ I - '� / �- - -� (4) - #5' s VERT. L NOTE: FOOTING DEPTH DETERMINED � N I I ~— 12 � CONC. PIER W/ _ II II � � (4)- #5's VERT. o BY PROXIMITY TO ADJACENT FOOTING � � i ? � I � � CAP f�?: I I MAINTAIN MAXIMUM SLOPE OF 1 : 1 � � L l 3° 10" 3" M 6 AT E GRADE 1 /2x2 1 /2x0'- 4 W/ #3 TIES x 6 ' T. O. CAP h? �;,� �,� �� e � �- � 4)- #5 RABBIT EARS W/ I_ - - � I I � 12" � *`�, � ;�-� a'��x ;- 1 '- 0 MIN . DEVELOPMENT � � � I � � � � 2 SCALE : 3 4" = 1 ' - 0 " � SCALE: 3 4° = 1 ' - 0" \\ // , „ � S2 S2 � L � � I I � � TS 2 1 /2x2 1 /2x3/16 � � I I SLEEVE • I I I (3) - #5 DWLS x 2' - 0 � j' EPDXIED INTO 3/4" d x g I 6° HOLES W (E) CONC. o I I g - ip 25' - 6" � WALL � - - - � I � I I � - - - - - �:. , 1 3�4x1 3�4 SHAFT SIZE � 'f+ �lLZ'�' .�-'3x �� i �._, � - - - - - . � � _ ._ _ . . _ _ _ __ _ _ __ _ .� _ .� . _ _ _ _ _ _ _ _ . ._ _ _ _ __ _ _� � I � � � � � � I � I I 1� J � - - - _�—� ; L — Ja � I I � ' O , � � � ^ (E) CONC. FOUNDATION WALL I 2 � I I � � ~ � � I� I S2 � � � ', � HELICAL PIER BY ' � ' ' N � I F�I OTHERS. __ir' �-1 I - - � �I I II - - - - i i I ; ; � � � , � SEE PLAN FOR ii p ' � - - - L - - - - - i � � , I ' ' LOAD CAPACITY � `� -LL J� I � � I � i � O � � - - � . . � - - - - - - - - - ---- - - - - - ---- - - - - - -1 � '� I- - - ' ' � !-� ' _ � ' _ p' 3 SCALE: 3 4' ' � . r - ___ ______ _ _ _ _ _ _ _ _ _ _ _ ___ " ' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ' _ _ _ _ _ _ _ _ _ _ � � Sz � . O I : a � r_ _ _ _ ' . _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ '____ _ _ _ _ ' _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ __ _ ' _ _ _ _ � r _ _ _ ____ ___ _ _ _ _ _ _ _ _ _ __' _ '_ _ _ _ .. _ _ _ _ _ _ _ _ _ _ i 4 SCALE : 3 4' - � - Q � � I � � � — — — — — — — — — — � � � � — — — — — — — — — — — — — -� i � � O S2 I r l � i i i i \./ . it - - - �i �! i i i i I i �� Q � , . N � N '_ .. I i i I I i i I i i I 0 pP � ' � � , �� I � � I � ; ! I I � � � � � e �� - - - � i I i i J ti vG� � i i i ' !f' �9B G�+ Aa ,Z,F,�:J FP - - - 1 I I i I I I I I' I � �i ✓ � _ _ _ _ _ . _ _ �. L_ _ _ _ _ _ _ _ _ _ _ _ _ __ __ __ _ __ _ _ � _ J iF � � S2 F � h _ , _ _ _ _ _ _ � � " � : _ - - `� - � - - _ - - - - - - - - - - - J ' � - - - - - - - - - - - - -- - - - - -- -- - - - - -- - - --- --- - - -- - - - -- � - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - -- - - - - - - - - 3 � ' - - - - - - - - - - - _ - - - � ' S2 4 � � � S2 � I i i I . . I - - - - - � I I ' ' I - + ' ' I � I � � � � �- - I � � i � � �I � � � � ' � I � � � � � � � � � _ _ � , , � � � � i - i i i '- ' � � ' � � � � �- � , � � � � � � � i , � � � i � - �_ _ � _ � �� ,, , 8�- , �� , i � � � � � � � � �� , 4 I � i � � � � � � � '� S 2 I ! I � I ' I � designed by TFA � , � � ' '� drawn by MAB � � � � � I ; � � � ; ; � ; checked by � I � I � � � ' � ' � � � � � � issued � ; � � � � � � I I j � I � � j SPREAD FOOTING SCHEDULE � ; i � � I I ; ; I I � ', PRELIM 06 /19 /02 TYPE SIZE REINFORCING I ; ', i A 2�- 0 x 2'-0 x 1 '- 0 (3) - �5�s x 1 ' - 6 EA. WAY PRICING 04 /04 �3 I ; � I � B 3'- o x 3'- o X i ' - o (a) - #s's x 2'- 6 EA. WAY PERMIT 04 /08 /03 � - I- - - - - - - - - - - — _ _ _ - — - -- � I NORTH . � � _ _ i � -- - - - -- , � - - - - - - - - - - - - -, � - ---- - - � � � . - -- - — — — — — : i � � � - - � ' � � - - - � � � � � ' � - - - - - - - � i FOUNDATION PLAN SCALE : 1 4 " = 1 � - 0 �° � I ' I � � � � � � � I I I I I I � I I '� I a I I PLAN NOTES � � ' � � � � � � � � � I I I � , � � � � � � � � S2 i ' 1 . ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS: I � � I I � � I I � � I I , , ' I T. O. F. = TOP OF CONCRETE FOOTING i � � � � � � � I ' THESE ELEVATIONS RELATE TO 112'- 0 AS A REFERENCE ELEVATION AT THE sheet ; ; II II � ; � ' I , I I � � I I � , I I , , I - ----- - -' ; I (N ) MEZZANINE T.O. SLAB, AND DO NOT REFLECT ACTUAL SITE ELEVATlONS. - - - - - - - - -- - --- -- - - - - - � , � � � � � , � _ _ _ _ _ _ - _ - _ - � � I � � � � � � ' - - - _ _ - - - - - I � � I � � � - - - - � � � � - � � � I I ; �r - _ 2. TOP OF FOOTING ELEVATIONS ARE BASED ON FINDING ADEQUATE SOIL BEARING I I � � � � ; � ; '� CONDITIONS AT THAT DEPTH . CONTACT ENGWEER IF OVEREXCAVATION IS REQUIRED . � � � �- -- - - - -- - - - - --- - - -� ' - - - -- - - - - - - - - - - - � I � � I � ; I � _ - GFNERAL NOTES: VAIL INTERNATIONAL LOBBY JOB #0112- 03 k. Framing Notes; � 1 . Exterior walls: DESIGN CRITERIA: A. All exterior walls are 1 5/8° x 5 1 /2" x 18– gau �e studs � `]� 24" o.c. to a maximum height of 10'- 0", 1 5/8 x 5 1 /2° � � _� >- Roof Live Load ( Snow) – - - - - - - - - 100 psf x 18– gauge studs � 16" o. c. to a maximum height of A B B R E VI A TI 0 N L I S T 4�'0 " , , Roof Dead Load - - - - - - - - - - - - - - - - - - - 15 psf 15' - 0' , 1 5/8' x 5 1 /2' x 18– gauge studs � 12" o. c. to �;��.E � Floor Live Load - - - - - - - - - - - - - - - - - - - - 100 psf a maximum height of 18'- 0" unless noted otherwise. ; ;� a�� Floor Dead Load - - - - - - - - - - - - - - - - - - 41 psf Cap with one 1 1 /4" x 5 1 /2�� x 18– gauqe track section � ;� �' installed to rovide overla in at corners and at A. B. ANCHOR BOLT JST. JOIST � :� � Basic Wind Speed - - - - - - - - - - - - - - - - - 80 mph (Exp . B ) P PP 9 0 :�;�, � Seismic Zone - - - - - - - - - - - - - - - - - - - - - - 1 intersections with other partitions. If overlap is not A. F.F. ABOVE FINISHEO FLOOR LAM . LAMINATED � .,-. , , possible, strap top lates with metal strap ties ( Simpson A. F. G. ABOVE FINISHED GRADE LLV LONG LEG VERTICAL , UBC Edition - - - - - - - - - - - - - - - - - - - - - - 1997 R� ;'_ ST292 or equivalent�. ADJ. ADJUSTABLE LONGIT. LONGITUDINAL r FOUNDATION DESIGN: B. Floor or roof framing members must be aligned to bear ANCH. ANCHOR LTWT. UGHTWEIGHT ? directly on the studs beneath . APPROX. APPROXIMATELY LVL LAMINATED VENEER LUMBER ` �� a. Desi n of individual and continuous footin s is based on an C. Provide 7/16 " thick APA rated sheathing (plywood or ARCH . ARCHITECT LSL LAMINATED STRAND RIM MATERIAL 9 9 OSB ) rated 24/i6 , exposure 1 , at exterior face of gD. BOARD MAX. MAXIMUM assumed maximum allowable bearing pressure of 2500 psf (dead exterior walls. Block all horizontal joints. If horizontal load plus full live load . BLDG. BUILDING MECH. MECHANICAL ) furring channels are used at exterior wall studs to provide gLKG. BLOCKING MAT'L MATERIAL � b. Footings shall be placed on the natural undisturbed soil , or a thermal breok, metal strop cross– bracing is required per compacted structural fill , below frost depth . plan details. BM . BEAM MANUF. MANUFACTURER .� ^ c. A representative of the geotechnical engineer shall verify soils D . Provide ( 2) - 1 5/8'� x 9 1 /4�� x 18– gauge headers over all BOT. BOTTOM MIN . MINIMUM � � � B. O. W. BOTTOM OF WALL N NEW conditions and types during excavation . Because geotechnical door and window openings unless otherwise indicated. � � information was not available at the time of preparation of the BRG. BEARING NOM . NOMINAL Z .o � � construction documents, we have used assumed values based on CANT. CANTILEVER O. C. ON CENTER v v STRUCTURAL STEEL: � rn rn similar sites in the area. Construction of the foundation may not C. J. CONTROI JOINT OPNG. OPENING � o proceed without verifying these values. Report any discrepancies CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD �� a. Structural steel shali be detailed, fabricated and erected in accordance ~ p� ° Q from design assumptions to structural engineer for re– evaluation with the most current editions of AISC Specifications and Code of CEM . CEMENT F�' PLATE Z � o, � of foundation design . CLG. CEILING PLYWD. RLYWOOD d .0 vv Standafd Pfaetie�. STEEL HELICA� PIERS: b. Structural steel rolled shapes, including plates and angles, shall be � CENTERLINE R. O. ROUGH OPENING � ASTM A36. Tube shapes shall be ASTM A500 grade B. Pipes shall CLR. CLEARANCE RAD. RADIUS J � � a. Steel helical piers shall be designed ond installed to resist the be ASTM A53 grade B or ASTM A501 . COL. COLUMN REF. REFERENCE � 'p� c� °�° unfactored design loads as shown on Sheet S- 2. c. Tube shapes are actual size as specified on plan . Pipes indicated CONC. CONCRETE REINF. REINFORCE/REINFORCEMENT Z c ,� �o b. Instoller Qualifications: Installation shall be done by an authorized on plan are nominal (approximote inside diameter) and refer to AISC CONN . CONNECTION REQ'D REQUIRED � � x � installation contractor. Proof of current certification with the pipe schedule dimensions. CONT. CONTINUOUS RET. RETAINING d. All bolts used in steel framing shall conform to ASTM Specification CONST. CONSTRUCTION REV. REVISION � � m � manufacturer, as an authorized installer of the helical piers being A325. Anchor bolts ond bolts used in timber connections ma be used, shall be submitted to the Architect or Structural Engineer Y C. P. CRIPPLE POST R. S. ROUGH SAWN � prior to storting instollation . ASTM A307. Bolt sizes shall be 3/4" diameter unless noted DBL. DOUBLE SCHED. SCHEDULE � � a c. A representative of the geotechnical engineer shall be present during otherwise. DET. DETAIL SECT. SECTION � U a > installation of the helical piers. e. Bolts used in structural steel framing shall be the break– off, torque DIAG. DIAGONAL SHT. SHEET � � indicating type, or torque inspection shall be provided as required by N d. Soil corrosivity and required mediation shall be determined by the DWG. DRAWING SIM . SIMILAR helicai pier supplier. the building inspector. EA. EACH SPEC. SPECIFICATION f. Typical framed beam connections shall consist of pairs of 1 /4" angles e. Submit shop drawings indicating shaft and helix sizes, including E. J. EXPANSION JOINT SQ. SQUARE using the maximum number of bolts called for in Table II– A of the manufacturer's catalog cuts and data sheets. ELEV. ELEVATION STD. STANDARD AISC Manual ( ASD Ninth Edition ). f. The steel helical pier system shall be ICBO approved. Installing ENG. ENGINEER STL. STEEL g. Expansion bolts shall be wedge type "Hilti", "Rawl ", or "Red Head" or controctor shall furnish evidence to the Structural Engineer by approved equivalent with the following minimum embedments: EQUIP. EQUIPMENT SiRUCT. STRUCTURAL means of the ICBO evaluation report or "ER" number. _ _ EQUIV. EQUIVALENT T TRIMMER Acce table tolerance for ali nment of to of ier shall be 1 °. 1 /2" diometer – – 2 1 /2" 9� p 9 P P � _ _ EXSTG. EXISTING T&B TOP & BOTTOM � Piers exceedin this amount shall be remaved and redrilled. Do 5 8" diameter – – 3" 9 3/4" diameter - - - - 4" (E) EXISTING T&G TONGUE & GROOVE not force pier tops into alignment. h . Adhesive anchors called for on the drowings shall be glass capsule EXP. EXPANSION T. O. C. TOP OF CONCRETE types such as "Molly Parabond" or "Hilti HVA" anchor systems. EXT. EXTERIOR T. O.F. TOP OF FOOTING � REINFORCED CONCRETE: Minimum embedments, if not specificallY indicated on the drawings, F. D . FLOOR DRAIN T. O.L. TOP OF LEDGE shall be according to the manufacturer s specifications. FDTN . FOUNDATION T. O. M . TOP OF MASONRY � a. Concrete design is based on the "Building Code Requirements for i. All welding shall be done by an AWS qualified welder. FLR. FLOOR T. O. TOP OF Reinforced Concrete" (ACI 318- 95) . j. Delay painting within 3" of field welds until welds are completed. FRMG. FRAMING T. O. W. TOP OF WALL b. Structural concrete sholl have a minimum 28– day compressive k. Structural steel in contact with earth shal� be gaivanized and shall be FTG. FOOTING THRU THROUGH � strength of 3000 psi. attached to the foundation with galvanized or stainless steel GA. GAUGE TRANSV. TRANSVERSE c. Concrete shall be ro ortioned usin T e I –II sulfate–resistant cement. expansion anchors. � p p 9 YP GALV. GALVANIZED TS TUBE STEEL COLUMN Admixtures contoining chloride salts shall not be used. GEN . GENERAL TYP. TYPICAL d. Cold weother concreting procedures shall be provided as recommended BACKFILLING: G. L. GLUE– LAM U . N. O. UNLESS NOTED OTHERWISE in the ACI Manual of Concrete Practice. GYP. GYPSUM /GYPCRETE VERT. VERTICAL e. Anchor bolts for beam and column bearing plates shall be placed with a. Verify type of fill with soils engineer and structural engineer prior to HDR. HEADER V.I . F. VERIFY IN FIELD � setting templates. backfilling. HORIZ. HORIZONTAL W. F. WIDE FLANGE f. Expansion bolts shall be located at a minimum of 6 bolt diameters from concrete edge and spaced at 10 bolt diameters unless noted HT. HEIGHT W. P . WATERPROOF � O otherwise. RG OUT: INT. INTERIOR W. W. F. WELDED WIRE FABRIC g. Concrete floor slabs on metal decking supported by steel framing INV. INVERTED WD. WOOD � Q shall have sawn or tooled control joints at a maximum spacing a. All grout beneath column base plates and steel beams at bearing shal � K KING STUD W/ WITH � of 15'-0" in each direction . Locate control joints along column grid be nan –shrink, non – metallic type grout. Grout shall have a minimum W�0 WITHOUT lines where possible and provide siab isolotion Joints around columns. compressive strength of 2500 psi. � � h . Concrete coverage for reinforcing steel ( ACI 318- 95) : 1 . Concrete cast against and permanently exposed to earth 3" STEEL DECK: O 2. Concrete exposed to earth or weother : CONNECTION SCHEDULE � � A. #5 bar and smaller 1 1 /2" � B. {�6 through #18 bar Z" a. Steel roof and floor deck shall be the depth , gauge and rib type Oq SEE DETAIL 3/S4 Q 3. Concrete not exposed to weather or in contoct with ground: indicated on the drawings. r � A. Slabs, walls, joists (#11 bar and smaller) 3/4" b. Deck shall be fabricated from steel sheet conforming to ASTM A.611 Qg SIMPSON L50 � `/ B. Beams, columns � � �2 " or A. 446 having a minimum yield strength of 33 ksi. c. Deck shall be manufactured and erected in accordance with standard QC SEE DETAIL 4�53 1–� REINFORCING STEEL: recommendations of the Steel Deck Institute � d. Welding potterns and details shall be indicated on the manufacturer's F—� � a. Detailin fabrication and lacement of reinforcin steel shall be in shop drawings. Required diaphragm shear values or connection � 9 , P 9 patterns ore indicated on the structural drowings. ~ accordance with the ACI Manual of Concrete Practice. e. Sheets shall be finished by phosphatizing and painting with a baked – on b. Except where otherwise noted on the drawings, reinforcing bars shall acryfic primer. Where deck is used as a concrete form , the side of the � � conform to ASTM Specification A615- 79 and shall be grade 60 except deck in contact with the concrete shall be phosphatized but not ties, field bent bars where permitted by note on plan, or bars to be painted. � welded , which shall be grade 40. f. Openings larger than 6 " in diameter shall be approved by the structural c. At splices in concrete, lap bars 36 diameters. Do not weld or use engineer prior to being cut into the deck. !� mechanical splicing devices unless specifically approved by engineer. 9_ Use welding washers for deck with thickness less than 18 gauge. d. Extend reinforcing steel a minimum of 24° through cold joints. Unless / F-1 specifically located on plan or details, coordinate cold joint locations STEEL JOIS7S: � with engineer. e. Welded wire fabric shall conform to ASTM Specification A- 185. Lap a. Steel �oists shall be detailed , fabricated, and erected in occordance welded wire fabric o minimum of one full mesh plus two inches. Laps with ' SJI Standard Specifications" for open web K and LH series joists. shall be wired together. b. Provide special end bearings and chord extensions as shown on the � f. Metric bar size conversion table: drawings. METRIC INCH– POUND c. Provide all bridging, bracing and other accessories as specified by the #10 #3 jast monufacturer and SJI requirements. � #13 #4 d. Provide shop drawings, including calculations, to structural engineer for � #16 �5 #19 #6 review prior to fabrication �25 �$ GENERAL REQUIREMENTS � #29 #9 a . Structural erection and brocing: The structural drowings illustrate the #32 #� � completed structure with all elements in their final positions, properly #36 #11 supported and braced . The Controctor, in the proper sequence, sholl provide shoring and bracing as may be required during construction to LIGHT GAUGE STEEL FRAMING: achieve the final completed structure. Contact the structurol engineer for consultation (not in contract) as required. desl9fled by TFA a. Metal studs and joists shall be of the type, size, gauge and spacing b . Shop drawings: Submit shop and erection drawings for structural steei , MAB indicated on the drawings, with minimum section properties as miscellaneous steel , steel joists and girders, steel deck, masonry drawn by specified. reinforcing steel , wood trusses, manufactured wood joists and glue— cheCked by b. All 16 – gauge and thicker structural studs and joists shall be formed lam beams to engineer for review prior to fabrication . This review from steel that conforms ta the requirements of ASTM 570- 79 or is for general com liance with the intent of the structural design. ISSU2d ASTM A- 446– D with a 50, 000 psi minimum yield stress. The architect and�or contractor are responsible for checking quantities, c. All 18 – gauge and lighter structural studs and joists shall be formed dimensions and coordination with other trades. from steel that conforms to the requirements of ASTM 570- 79 or a Existing structures: If construction odjoins an existing structure, PRELIM 06 /19 /02 ASTM A- 446– C with a 33, 000 psi minimum yield stress. contractor shall be responsible for verifying dimensions, elevations, PRICING 04 /04/03 d. Contractor shall provide bridging and blocking as required for stobility framing, foundation and anything else that may effect the work shown and stiffness of the final wall or floor/roof assembly. on the drawings. Underpinning, shoring and bracing of existing PERMIT 04 /08 /03 e. Structural studs and joists shall be coated with red zinc oxide paint, or structures shall be the responsibility of the contractor. shall be galvanized. d. Dimensions: Check all dimensions against architectural drawings prior f. All field– welded joints or ground areas shall be touched up with a to construction . Do not scale drowings. similar rust– inhibitive material . e. Construction practices: General Contractor is responsible for means, g. Built– up stud posts shall consist of 18– gauge steel 1 5/8" x 3 5/8" or methods, techniques, sequences and procedures for construction of 1 5/8" x 5 1 /2" studs per plan and shall be attached together per this project. Notify structural engineer of omissions or conflicts I connection schedule. Use similar size and thickness track sections as between the working drawings and existing conditions. Coordinate required for nested connection of more than two studs together. requirements for mechanical /electrical /plumbing penetrations through h . Unless indicated as a box beam or heoder, headers shall consist of structural elements with structural engineer. Jobsite sofety is the sole two C– joists placed back– to– back and attached together per responsibility of the contractor. All methods used for construction connection schedule. shall be in accordance with the latest edition of the UBC. i. Top and bottom plates shall be 18– gauge steel or thicker. Track f• It is the responsibility of the contractor to contact the structural sheet sections placed on concrete walls or slabs shall have a moisture engineer at the appropriate time to perform site observation visits. barrier and sealer between concrete and steel , and have a leveling Observation visits to the jobsite by the engineer are for determination bed of 1 /4" minimum non –shrink, non – metallic type grout beneath . of general conformance with the construction documents and shall not Grout shall have a minimum compressive strength of 2500 psi. be construed as inspection . j. Except as noted otherwise, minimum attochment shall be provided as 9� Though every effort is made to provide a complete ond clear set of specified in the "Fastening Sched� le" on the drawings. construction documents, discrepancies or omissions may occur. � � Release of these drawings anticipates cooperation and continued communication between the contractor, architect and engineer to provide the best possible structure. These drawings have bee� prepared for the use of a qualified contractor experienced in the construction techniques and systems depicted . JOB # 0112 - 03 Notes Notes ODEh�IOLITION MOTES� b@�I�L PIOTEB� I .Gontractor to field ISSUE RECORD I � DI. Gontractor to fleld veriFy all dlmensions I � verify all existing and conditions for gID SET I conditions including but comPliance with the not limited to vtility documents . 09 .04.02 - T - - - - - - - � �-� _-- _ - --_ _--� sizes and locatlons 2. Gontractor will have UPDATE ISSUANGE � � prlor to beginning work a current set of 03.21 .03 � �' 1- - - - - - - � � D2. Gontractor to take drawin9s , specif �catio�s I � � ��/ — �� all necessary and all subseq,uent PERMIT SET \ � S'� G � � � precautions to abate design Information 04A9 .03 noise and dust present and accessible � I, / ` � — i � ` 6 D3. Gontractor to on the Job-site at all � � ' � coordinate rvith owner times . � ^ H � I E any items to remain 3. Gontractor to verify I I 1 G3 � and/ or to be salvac�ed and coordinate work I ' � \ � � D4. Gantractar to with appliable code � I FuruRE � coordinate demolition recluirements . i ^` � ExPANSioK � �� work with new work to 4. All dimensions ore to � (� �� determine exact limits fq�e oF st�ds or � I G 3O1 �"G\ � G I of demolition centerline as indicated . I � u1 1 x � / � D5. Patch and repair 5. Heatincj system to tie ,� � � I \ I I D all floor and rvall into existing lobby U� �G ' � I irreg� larities as rec�d system ��- � � I Db. Remove all finishes b. Gontractor to field � 1 � D I � � at the floor down to veriFy all existiny I __- � H / � 1 � sub-Flooring deck conditions and n �� I I I O O � I D�. Remove exlstin9 assemblfes . Gontractor �J 1 � I — _ I � I � � � Plooring and prepare to notify Architect iF ,� / J`� I G � I �G I surface for new proposed assemblies � � — G �,� �� \�K � � > flooring material are not comPatible witn J � J � � — � I � � - � � - � � I D8. Remove railing documents . � � � i I i I \� I i i I � D9. Remove Part of the 'f. Gontractor is 1 / wcii for doar opening responsible Por �� I ' 1 �-j 1 � �I I I I I � � DIO. Remove existing maintaining the integrity I-1 � i �' L - J / L - J � � door ond haraware of all existing and I I � I � �� K I I I VG SD vG ~ � / I DII . Remove trim� and ryc{yire�d I � K _ — ; I O I � I casework throu hovt fire -se aration D room s stem5. � r _ DI2. Remove casework 8. Gontractar is I J G � \ � � � -� / E and prepare wall for responsible Por � � � � � / I - I I � �/ O fvture work. maintaining the integrity \ I � DI3. Remove entry oP str�ct�re not Z Istairs . mcl�ded in demolltion G � �� — D GDoordgata w/Ownehone q°Existing plan and O J �G �rK �� K I. � elevation information � � � , � ' i based uPon as-built � E E measurements. II Gontractor to field � ' _ veriFy all dimensions Q - - - LI6HTIN6 NOTES� Qnd notify Architect of � - ---- discrepancies . � loc tionnrand adeqyacyy Z � fuoresc�ent (�G�ar��with � `\B B dimmer ` � o all existng u llf ies � LL and connections . W � II . Do not scale off � � �B � � � � / � � � �� I � � � � � � � oter of ssed 26W drawin9s . � oVG Z � p fluorescent (IG can) 12. Gontractor to field (j N � p p, p veriFy all existing p � Q N � E conditions prior to � � � p O ( G- 6 " Receesed 26W demolltion or = _ � � N � � � � � � � � � � N � � � � � Fluorescent (IG can) wlth construction . � �n N r • � � � i dimmer in sloped ceiling 13. Gontractor to Z O � v � Z coordinate construction O � J � O 2O 2� - 6 " Recessed SOW ho�rs and access with J � I/4" = I '-O " I/4 " = I '-O" spotllght (IG can) with Vail International W Q � d dimmer � $ � ; M � I � I D- New exterior wall IC�Y�D NGTES� J � sconce to be selected I . Line oF wall above Q ' I / — �. Relocate public � � G� E- Replace existing phone . Goordinate with Q ; � UG � wall scone with D 3WE�isting �ailing to Z SD EXISTING SMOKE DETEGTORS � � TO REMAIN IN OFPIGE AREA ——� � F- Nerv interfor wall rema�n � sconces 4. Existing structure to �� ' remain � -- - - - - ---- - - - - - - - - - - - - - - - - - - - - - - - - - -- - -- - --- ----- -------- -- - - -- -- _- __ __ _-. _ - - - - - - - - - - - - - - 6- New Pendant xis Inc� wa way i b. Open to walkway and �� - H- Geiling Fan courtyard � T 'f. Patch, repair, and �.%g �g J- New Ext Pendant paint wall irregulaities EXISTING EXISTIHG �� , � � ' � as rec�uired � OFFIGE FRONT DESK I \ � � _ NEW EXPANDED � i �oear K- 6 " Recessed MH 8. Patch and repair � ' % — � wate�proof rooF as requlred � 2Oi r � e a . Existing Ploo�ing to L � I x / ('� ��_ E� remain / � W i i 10. New casework � I � � �� I II . New case and trim � , rvork throu hovt room \ A � g � � I �V �\ � w� � 12 . Apply 6kip trowel "'�� I I-�( � _ �D � / �A � �C finish to all wall5 (n � " � \ 1 I � ' � � room. ,� 1 'c - _ � I 1 G � �� p 13 . Full - height mirror . I I � .1 � -� �� C � F � � � ` � � ` \ 0 w,�u_g, ... . � _ � I -)O> I C� WI : Refer ta I /A501 / W2 : Refer to 2/A501 "` � � }— � �D ' � 1 �p` I� � GEILIN65� �� `_° } _ . _ _ . XISTI � 1 � ' 1 / � �� GL Exisitncj ceilincj to �, . _�,. � i � G '�;� remaln - �ENDi GY� � _ \ � � O � ' F G�: New wood ceiling FRITZLEN � I FOR�-1ATI0 l� � � � I � 1 I � — _ �I 1 � . -� � to match existing EXI5TING I � �REA � � � ; , ' , _ � G3: New sloped gyspum P I E R C E � - _ , � � i i � � waliboard ceilinc� STORA6E � � �p � � �� 5D �A � �� y n (,4: T8G Woof SafFit � I � F � � � � / � ,D O EXT. PIWSF�5� EFI : Stucco to match � � � � � // exlsting POWDER ROOM i � � � E'� be�r pa n�ted stucco to , �� ( j � ' F � F @��k �xi�tiny stvzeo , Na . ' EXISTING EXISTING EF4. Exlsting wood ELEVATOR MEGH. D D siding EPS: Wood fascia to �, match existing - E Q E _ _ _ _ e�e: wooa t� �m A R C H I T E C T S _ __- - -- EF'1: Existing metal roof EFS: Metal roof to match existinc� 1650 E. Vail Valley Dr. Pallridge C-1 - EF�I : New wood sidinc� Vai�, C081657 vailarchiGecb.mm � i to match exlstin ' �] fax(970) 476-4901 (970) 476-6342 I O ��: � I paversl pat�ch and � � � � � � - - - --- - - - -- - -- - - ---- ---- - - - -i � � � � I � � � � X' � � repair as needed 1� I GHTI N � �-- -- ----- -- - - - - -- -- -- --- --- -- --^ i FL2 : Indoor/ outdoor � carpet � � � � � � � � � � FL3, Flagstone buff N sandstone pavers FL4: Garpet, New � � � FL5: Petra slate tiie FLb : Rvbber matin9 � 20 over concrete toppinG iia , _ i _Q ., Notes Notes GDET�IOLITION NOTES� 6BiERAL NO'T�9� I .Gontractor to f �eid ISSUE RECORD DI. Gontractor to field verify all dimensions verify all existing and conait �ons for gID SET conditione incl�ding but compliance with the not limited to utillty documents . 09 .04A� sizes and locations 2. Gontractor will hove PERMIT SET prlor to beginning work a current set of 04.09 .03 D�. Gontractor to take drawings, speciFications all necessary and all svbseclvent precautions to abate design inPormation noise and d�st present and accessible D3. Gantractor to on the �ob-site at all coordinate wlth owner times . �� any items to remain 3. Gontractor to veriFy and/ or to be salvaged and coordinate work D4. Gontractor to with appliable code coardinate demolition rea�uirements work with new work to 4. All dimensions are to determine exact limits face oF studs or of demolition centerline as indicated . D5. Patch and repair 5. Heatincj system to tie ali floor and riall into existing Iobby irregularities as rec�'d system Db. Remove aIl finishes b. Gontractor to Piela at the floor down to veriFy all existing sub-Flooring deck conditions and -- - D"I. Remove existing assemblies . Gontractor flooring and prepare to notlfy Architect if _ __ . surFace for new proposed assemblies _ _ ; i � _--- flcoring material are not compatible with _ J r , —JI% '---.I�, �_..�- _ D8. Remove Pailing documents. _ Dq. Remove art oP the "1. Gontractor is � � � i ' wall For daor openin9 responsible for __� �,� � r II �" DIO. Remove existing maintalning the integrity - --- �,�- � , � , � � � � door and hardware of all existing and _ - ''_ _ _. _� �-_ �_-� --- "= C DII . Remove trim and req�ired lr __ I, IL __Il casewo�k thro�ghout fire -separation _—_— �- � I � -�� ' room systems . � t.��_--� � - - -! �---- - -- -l ;_ _', i- -- . r--.i.._ _. DI2. Remove casework S. Gontractor is - - _ and prepare wall For reaponsible for ' -_ fvture work. maintaining the integrity � _ � � � DI3. Remove entry of strvctvre not stair5 , included in demolition DI4. Lighting/Telephone work. O Goordlnate w/Owner 4. Existing plan and elevation information �� `� '. based �pon as-b�ilt � measurements . ` Gontractor to field �. verify all dimensions Q , and notify Architect of , discrepancies . � 10. Gontractor to verify Q i location and adectuacy Z � � of all existing �tilities J � � qnd connections . � w iy II . Do not scale off � � � _- -_ -- ' drawings . � Z � p 12. Gontractor to field � U N � O - � . � , � � verify qll existinc� � � � N conditions prior to � � p a demolition or = _ � � constructian . � Z Z Q � 13. Gontractor to O O O O W coordinate construction � �I \_7/ \\ / T � I ho�rs and access with J � � � �9 � I � � � X � I � I "� Vail International � W Q � d $ � Q ' A602 , � ,,2 ' = I ' -G " �.y , > O K�Y� MOTC$+ J � I . Line of wall above Q �. R210GQt0 PUbIiG � � phone . Goordinote with Owner 7 3. Exlsting raili�g to L remain � 4. Existing structure to remain � 5. Existing wolkway b. Open to walkway and � covrtyard � R. Patch, repalr, and paint wall irregulaities � as rec�vired 8. Patch and repair rooP as rec�vired G . Existing Flooring to remain 10. New casework II New case and trim ,vork throughout room , : - `- .` 12 Apply skip trowel ° ^' i ! � - � - - �� Pinish to all walls in _ room . r ; , , i '_, � � � 13 . Pu � � - height mirror . � ' . � _ � r ' �� _'_,� _�G ��r � w�LLS� '.'R �` 1 � L _ � � I � � � WI : Refer to I /A501 � _I �� ;� -� _ _._ __1C� I I � li � - _ W2 : ReFer to �/A501 -=� �J -'`—�_�-- l� G�LIN65� ' . .--� ,�_7 � -� (-- �, �. � _ _ _� L J ( � ; ` GL Exisltnc� cellincj to , � �-= r� ---.� _- �ema�� FRITZLEN G2: New wood ceiling to match existing G3: New slaped gyspum P I E R C E � � � a wallboard ceiling � I G4: T8G Waof Soffit ; _ O EXT. RIWSFIE�= % � EPI : Stucco to match existing R EF2 : Exisiting stucco to W � be repainted _ � � � � F � �3: Existinc� stvcca , No v x Work p � EF4 gExlsting wood _ � � EFS: Wood fascia to , � � � match existing � EFb : Wood trlm E�,: EX�St;ng meta , �ooF A R C H I T E C T S � , - - EFB: Metal roof to � � - `fl match existing 1650 E. Vail Valley Da FaOridge C-1 i � ' ' �- �- — EFQ : New woDd 5lding VaiI, COE�657 vailarchitec�.cnm to match exlsting (yc(g7p) 476-4907 (970) 476-6342 O � � � � � � � � ll � T I � I `Y � � � � � � � � V � T � I �l FLI : ExF iL s�ingNb ick IN � . � � � � � . � pavers, patch and 2 repair as needed I /2 � = I ' -O � A602 FL�: Indoor/ outdaor A602 � �2 ° = I � - � ° carpet FL3� Plagstone buPf sandstone pavers FL4: Garpet, New � � � � FL5: Petra slate tile FLb : Rubber mating over concre[e topping Notes Notes •DENIOLITION NOTES� 69�ERAL NO'TE9� I .Gontractor to field ISSUE RECORD DL Gontractor t� Field veriPy all dimensions verify all existing and conditions for BID SET conditions incl�ding but comPliance with the 09 .04.02 not limited to utility dccuments . sizes and locatlons 2. Gontractor will have PERMIT SET prlor to beginninc� work q current set of 04.09 .03 D2. Gontractor to take drawin9s, specifications all necessary and all subsec�vent precautions to abate design information = _-= noise and dvst present and accessible �� II ., D3. Gontractor to on the �ob-slte at all �,i coordinate with owner times . ' -- ` any items to remain 3. Gontractor to verify and/ or to be salvqged and coordinate work D4. Gontractor to with appliable code EXT,' WALK � WOOD GHAIR RAIL coordinate demolition recluirements . work with new work to 4. All dimensions are to / determine exact limits face oF studs or of demolitian centerllne as indicated. D5. Patch and repair 5. Heating system to tie all floor and wall into existing lobby / irreg� larities as rec�'d system � Db. Remove all Finishes b. Gontractor to field � at the floor down to veriPy all existincj sub-Flooring deck conditions and � WOOD BASE D"1. Remove exlsting assemblies Gontractor flooring and prepare to notlfy Architect iF surFace for new proposed assemblies _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ flooring material are not comPatible with D8. Remove railing documents . - -- " " - - , - Dq. Remove part of the l. Gon[ractor is i woll for door opening reeponslble for 4 � � � o � ^, I � � � � ^ � � \�� \� � � � }� � i I DIO. Remove existing maintaining the integrity % � �/ � 1 I � � � door and hardware of all exl5ting and OPEN — � PEN DII . Remove trim and rec�uired A601 � �� , � _ � � -� �� I ,, ; � � roomworkthrouc�hout sy temparation 'I � �' DI2. Remove casework 8. Gontractor is and prepare wall far �esponsible for � f�t�re rvork. maintaining the integrity � o � � �_/ DI3. Remove entry of structvre not li � . � ` � stai�s . Included in demolition I DI4. LightinglTele�hone work. O I ; : I i j I � I Goordlnate w/Owner 9. Existing plan and I ' I I I II i i I _ elevation information � �� j I ' I I I � based upon as-b�ilt � i ` � I I � I, ! i m meas�rements . Gontractor to field � _ _ T �_ — ' � —� verlfy all dimensions , - -- - - — - - and notify Architect of Q discrepancies . 10. Gontractor to verify Q location and adequacy Z OPEN � � � � � � � � � � � � � � � � � of cill existlnc� utilities / � � � and connections . Q W � _ ° - - __ -- -- - II . Do not acale off � ' -- - - - A601 I /2 �� = I - O � drawings . � Z � p �O 12. Gontractor to field � U N co p � veriFy all existing � � � N conditione prior ta � � p O demolltion or M = _ � � construction . W Z Z � �j 13. Gantractor to � � W - - . - - -- -_ - - 5/4 6 " GASE ALDER coordinate constrvction O � � � � hours and access with I "x4 " WRAPPED BEAM Vail International 1 0 � � d ■�I O , � M r, � � � � � O Ker� Ho�s� � � ^ � e / T o �� \ � � � � � � � `� � � � � I . Line of wal I above Q �� I � 2. Relocate public � � � � � phone . Goordinate with Owner 7 A601 I /2 " = I � -O `� � � 3. Existfng railing to � remain �� 4. Existing structure to remain � 5. Existing wolkway 2 �-6�� b. Open to walkway and �■ 3 " BUFF SANDSTONE courtyard � SLAB 7. Patch, repair, and palnt wall irregulaities \ I "x4 " ALDER TRIM as rectuired J b. Patch and repair � roof as rec��ired ' � 4 . Existing flooring to � , PANEL TO MATGN DOORS remain 10. New casework � II . New case and trim 5/4" BASE work throuc�ho�t room �. �— EXISTING GOLUMN 12 . Fapply skiP trowel _ i' finish to ail walla in � ; � � room . ' 19 . Pu � � - height mirror . •� ;�� 3/4" ALDER. 2 � �: � I `� I �°` � � � � � � I � I �k O Y'�.�.g+ � � ..�..:µ PQr r � DISTRESSED WI : Refer to I /A501 � �="''' A601 I /� � � - � � _O � � YV2 : Refer to 2/A501 � GEILIN65� GL• Exisltnc� ceilinq to �„ �FF remain F R I TZ L E N SANDSTONE GAP G2: New wOOd GBilinC� to match existing G3: New sloped gyspum P I E R C E rvallbaard ceiling G4: T8G Woof SofFit i O EXT. PIW�FE5� EFI : St�cco tc match j ' NEW ALDER GUBBIES existing I/2" PLYWD. BAGKIN6 ' I _ EF2 : Exisi[ing SNCCO t0 I 7 be repainted � j m EP3: €x!sk!n� �tus��s, Ns I � � work � 3/4" ALDER PArIEL I . ry � g � Ea4:�Exlstin wood � � �, - i EFS: Wood fascia to _ � 6 �� I� rcatch existing � �I HEw FoRM� �a EFb: Wood trim A R C H I T E C T S GOUNTERTOP EP"1: Existing metal rooF EFB: Metal rooF to match existinc� ib50 E. Vail Valley Dc FaBridge C-1 � 5/4" - 8" BASE / ,,. _ —_- II; - _ -- --_— O0 -- .-- EFq : New wood sldfng VaiI, C081657 vailar�ioecls.wm �_ —_ _ ��'. _---ll � .. �i to matGh existinc� (a,c(9701476-4901 (970) 476-6342 I � .. _.. . '� O � � � I GABNETnSR FLOORIN6: IN � . � L � ✓ S . FLI : Existin brick �. , ��i avers , atch and - - �� . , p P � repair as needed � � � � I � N � FIELD `I, � � - VERIFY 1 ':I!- - - i �- - -" ' - ' FL� : Indoor/ outdoor carpet FL3: Flagstone buff sandstone pavers � � � � � � � � � � � � � � � � � � y FL4: Garpet, New � � � � �� `,,� � � � � FLS: Petra slate tile _, FLb : Rubber mating � AbOi I = I ' -O " over concrete topping A601 � �2 „ - I _ � : Note= Note= OD'Ei��lOLll'ION F101'C9� QrB�RAL NOTE9� I .Gontracto� to field ISSUE RECORD DI . Goniractor to Fleld veriPy all dimensions verify all existing and conditions For BID 5ET conditions incl�ding but compliance with the not limited to utility documents . 04 .04.02 sizes and locations 2. Gontracto� will have pERMIT SET prior to beginning work a current set oF 04A9 .03 D2. Gontractor to take drawings, speciFications all necessary and all subsea��ent precautions to abate design information noise and dust present and accessible D3, Gontractor to on the �ob-slte at all coordinate with owner times . bE�RAL y�lp,�� 7YpE p�pTES; any items to remain 3. Gontractor to verify and/ or to be salvaged and coordinate work � , REFER TO 57RUGTURAL FOR BEARING WALLS REINFORUNG. D4. Gontractor to with appliable code YVINDOW SGHEDULE BASE TO MATGH coordinate demolition rec�virements . TYPE A- 4 '-O "x 8 '-O " FIXED i AWNING (AWNING - 4'-O "x 2 '-O '7 EX15TING 2 GONTRAGTOR SHALL PROVIDE M05T STRINGENT REINFORGING RE�UiREMENTS work with new work to 4. All dimenoions are to TYPE B- 4 '-O "x 5' -b " FIXED S AYVNING (AWNING-- 4 '-O "x 2 '-O ") AS INDIGATED ON EITHER STRUGTURAL OR ARGHITEG7URAL determine exact limits face aF studs or NOTE : APPROXIMATE FRAME 51ZE, AGTU,4L 51ZE MAY NOT of demolition centerline as indlcated. �` � � - D5. Patch and rePair 5. Heotinc� system to tie VARY MORE THAN 2 ° D� � � 3 PROVIDE SOLID BLOGKING AT ALL ITEMS ATTAGHED TO WALL SURFAGES. Q� I flcor and wall into existing lobby �ryj I SEAL END OF EXISTIN6 GONGRETE - irregularities as req'd system q, REFER TO 57RUG1URAL DRAWINGS FOR TOP OF PARTITION �p � Db. Remove ail Finishes b. Gontractor to field � WALKWAY � GONNEGTION AT LOAD BEARING GONDITION at the floor down to veriFy all existing DOOR SGHEDULE � � � sub-floaring deck conditions and 101 - NEW 3'-O "xb '-8" DOOR Asoi W2 I i � 5. ALL PIPE Ah1D GONDUIT PENETRATIONS THROUGH WALLS AND D'i. Remove existing assemblies . Gontractor 102 - NEl^1 3 '-O "x 6 '-8" SOLID WOOD I i GHLIN65 SHALL BE SEALED. flooring and prepare to notify Architect iF 103 - 2 '-4 " x 6 '-8 " � � � surface for new proposed assemblies NEW EXTERIOR WALL 104- 2 '-6" x 6'-b " �p w� � flooring material are not comPatible with 105- POGKET DOOR � '-4" ,�' I li2 " D8. Remove railing documents . 106 - 2 '-O " x 6 '-8 " � � PATGH, REPAIR, & D°I . Remove Part oF the 'T. Gontractor is P`�J � � 20h EX151TNG SALVAGED DOOR PAINT EXISTING wall For doar opening respcnsible For NOTE: ALL DOORS TO HA�/E VERTiG�L GizAIN OAK VENEER LINE OF HEARTH � + � GONGRETE � DIO. Remove existing maintalning the integ�ity VERIFY DOORS HAVE 20 MIK. RATIN6 WITH GLOSER Qki� It . I �TRUGT. doar and hardware of all existing and LINE OF MANTEL, p 1 ' � ROOF STRUGT. RE: 5/A501 DII . Remove trim and req,uired ABOVE Q' I ( I casework throughout fire-separation i I EXISTING DEGK II I I SLIP TRAGK ATfAGHMENT room systems . � � � ` I " EXTERiOR SlUGGO FINISH DI2. Remove casework b. Gontractor ie O I � and prepare wall for responsible For 1 ■ � ` 5/8" T1'PE "X" GINB. future work. maintainin9 the integrity � � � DI3. Remove entry of str�ctvre not I 5!airs . included in demolition o-" � ` � Ibl/01G. NIG50 ND ATTE UATION DI4. Lighting/Telephone rvork. �„� `� � Goord7nate w/Owner 9 . Existing plan qnd � � 5TRUGT. BATf INSULATION elevation information �� II '-O" I � I based uPon as-built � 1_ - measurements . WI Gontractor to field � I I 2 LAYERS 5/8" Tt'PE " verify all dimensions Q ) ^ and notify Architect of ` —' `�" 4 I � � ^ � � � � � -� I � � I � discrepancies . Y' -� t°°� x � G�"� 10. Gontractor to verify Q �- - - - - - - - - - - - - - - - - - - A50I I " I '-O " I i BASE PER SPEG location and adeqyacy Z ( of all exlsting utllities / J and connections . �I w �-y FIN. F�TERIOR I INTERIOR draw�ings . 9cale off � � Z � o � � � � . � I � � � � � � � � � � N ` r 12. Gontractor to field � U N cp p v e ri f y a l l e x i 5 t i n c j � � � N " A501 I " = I '-O" METAL ROOF conditions rior to � � 0 O TO MATGH EXISTING I T � � . � XT � � I � � Y �I /t � � T I � � p /�'� demolition or = _ � � _ . __ __ GORR. STEEL DEGKIN6 construction. W Z Z � �j BATT INSULATION A501 I " = I '-O " 13. Gontractor to O O Q � w coordinate construction J J � O - BITHUTHENE 9 ' -O " UP hours and access with ,� � � i � � r Vail International � W Q J d � i � . FROM EAVE � i � _ _, �I (� /�-. r� -�� _ jI __ _ EXTERIOR PLYWOOD � j � � JI—; � ] � _ _`t� SHEATHING O J �"� � L'�—^ `' `-1 � _J '.� �t' FELT 5LIP5HEET L Line�of w'aIIN aTbo�e ~ �_,.� \ • J � � Q � � � i ! `-- - , - STRUGT. �. Reiocate public J �_.. �—J � ; -1� — � MEATL FLASHING ' � phone . Goordinate with - �— —�� -- - . - ,� SRL�P TRAGK AITAGHM�I Z Owner �-1 � — ` ` � 3. Existing railing to � � W� remain � ' C�7 4. Existing structure to = 8" HAND HEWN I ' -4' � I � I ' GYPSUM LINER PANEL remain WD MANTEL SET BETWEEN G-H 5TUD5 5. Existin wolkwa � �! I �XI2 RD WD FASUA g y I � . . . b. Open to walkway and � L � � � . . . . , .. . " FIREPLAGE FLUE --- --- --J w� I 1 (6 " B-VENT) I . - courtyard � STONE LINTEL I � 1. Patch, repair, and � (�x8) RD WD � j paint wall irregulaities � 3/8 " PLYWOOD SO�FIT as rec�uired r , W2 W/ GONT. VENT � 8. Patch and repair .0 � GAS APPLIRNGE � EXTERIOR WALL � �_6 � roof as �ec�vired � -' RE : N{ALL SEGTIOH G . Existing flooring to `t FIELDSTONE w� O remain I I EXISTING 2X WD BAGKING ID. New casework I �"� � ^ LAGGED INTO GONGRETE 2 LAYERS 5/8" TYPE "X" 6WB. I I . New case and trlm � 24" O .G . BASE 70 MATGH EXISTING rvork throughout room � � 12 . Apply skip trowel ' �' , 4" STONE HEARTH _ _ _ finish to all wqlls in � t 1 � i room. ` ' � . FIN FLR. �r`—— I -HR FIRE RATED A55EMBLY 13 . Fuil - height mirror . } � �', ✓ '� / �0 / '�� ''�.:�IOStP. . , -� METAL GAP j� W�Re�fLeLr�to I /A501 ��y-� EXISTING DEGK W2 : Refer to 2/A501 10 � � � , � � � � � � f� � � � � � � � T � � � 8 \ � � � . � � � � � � /� � � � � � � � � � T � � N 2 T � � . � � T � � � � � � � � � T � � � O c�Lir�,s� GL Exisltncj celllnc� to . AS� � � �� - � _o� � � � - � _o � �ema�� FRITZLEN R501 I /2 " = I '-O " A501 I " = I '-O' G2: New wood ceiling to match existing METAL ROOFING TO I " EXTERIOR STUGGO FINISrt G3: New slope ggyspum P I E R C E MATGH EXISTING METAL FLASHING rvaliboard ceilin FELT SLIPSHEET \ METAL STUD HEADER �' T8G Woof Soffit METAL ROOF TO MATGH EXISTING EXTEND GHANNEL RE : STRIIGTURAL OEM' P��' ADHERED MEMBRANE gITHUTHENE STRINGER TO 4" existin EXTERIDR PLYWOOD \ EFI : Stucco to match 2X6 TB G DEGKING ABOVE FIN. FLR. BLOGKING ��; Exisitin stucco to SHEATHING � �` PROVIDE SIM DTL . g FEL7 SLIPSHEET --- - � BOTTOM TREAD be repainted � 5/8 " TYPE "X" GV`iB I SEALANT AND EF3: Existin9 stvcco, No 3/8" GWB REVEAL BAGKER ROD, TYP. Work � � GOFZR. STEEL DEGKING EXISTING ROOF i RUN GONTINUOUS � SHIM EF4: Existing wood ABOVE STRINGER �iding INSULATING 6i.A55 EP5: Wood fascia to � � ' � MU2XI0.6 STEEL matc� existincj ' I � GHANNEL STRINGER- WD WINDOW TG MATGn I ROOF STRUGTURE f'FcOVIDE FRAMING, ' ATTAGH TO GHANNEL �� EXISTIHG EFb: Wood trim A R C H I T E C T S RE : STRUGTURALS - - � EF'1: Existing metol rooP I RE : STRUGTURAL ° � EFB: Metal roof to VAPOR BARRIER I TREAD FIN. 6 N051NG �� ROUND EXTERIOR STUGGG 5/8 " TYPE "X" GWB ' mcitch existing 1650 E. Vail Valley Da Faliridge G7 � I � � _ BAGK TO WINDOW Epq ; I�w wood siding VaiI, C081657 vailarcJiioects.com BLOGKING I " EXTERIOR STUGGO FIHISH \ �I � TO MATGH EXISTING to match exlsting (a�c(970) 476-4901 (970) 476-6342 - F\ MTL. PAN A55EMBLY I - li � 5/8" TYPE "X" GWB � �� FL�I . Ex� i� s� t�g�b ick � � � � I � � � � 5- I/2 " 20 GA. MTL 5TUD5 �i I W/ BATT INSULATtON EXTERICR WALL pavers , patch and I 2 LAYERS OF 5/8 " GWB ' � IN�TERIOR WOODOTRIM FL�Qllndoor/ outdoor N R I�/ 5TL GHANNEL PER SPEGS car et EXISTING GO G ETE P WALKWAY PER STRI,�T. FL3: Flagstone buff sandstone pavers FL4: Garpet, New � � � � � �' V � � � � � � � I � IV �f Y� V � � � � � � � I � IV ( � � � I � � � � � I � I `l 3 �� Y� �lll `l � � Y� V FL5: Petraslatetge FLb : Rubber matin over concrete topping _ A501 I -V2 " = I '-O" A501 I " = I '-O " A501 I " = I '-O " A501 I " - I '-O " Notes Notes �DEF�IOLITIOH NOTES� 68rERl1L NOTES� I .Gontractor to field ISSUE RECORD DI . Gontractor to field verify all dimensions verify all existing and conditions For ORB SUBMITTAL condittons incivding but compliance with the not limited to �tillty documents 04.2� .02 sizes and locations 2. Gontractor will have gID SET prlor to beginning work a current set of 09 .04.02 D2. Gontractor to take drawings, speciFications all necessary and all s�bsecluent UPDATE I55UANGP #I Preca�tions to abqte design information 03.21 .03 noise and dust present and accessible D3. Gontractor to on the )ob-slte at all PERMIT SET coordinate with owner times . 04.09 .03 any items to remain 3. Gontractor to verify and/ or to be salvaged and coordinate work D4. Gontractar to with appliable code coordinate demolitlon rec�virements . work with new rvork to 4. All dimensions are to determine exact limits face oF studs or of demalition centerline as indicated . D5. Patch and repair 5. Heating system to tie all floor and wall into existing lobby irregularities as req,'d system Db. Remove all finishes b. Gontractor to field at the floor down to veriFy all existing sub-Flooring deck conditions and D�. Remove exlsting assemblies . Gontractor flooring and prepare to notiFy Architect iF surface For new proposed assemblies flooring material are not compatible with D8. Remove railing documents . Dq. Remove Part of the "f. Gontractor is wall for door opening responsible for DIO. Remove existing maintaining the integrity door and hardware of all existing and DII . Remove trim and rectvired casework throughout Fire -separatton room systems . DI2. Remove cosework b. Gontractor is and prepare wall For responslble For fvture work. main[aining the integrity � DI3. Remove entry oP str�ct�re not stairs . included in demolition DI4. Lighting/Telephone work. O Gcordinate w/Owner 9. Existing plan and elevation information �� based upon as-b�ilt � meas�rements. Gon[ractor to field �� verify all dimeneions Q and notify Architect of disc�epancies . 10. Gontractor to verify Q location and adectuacy Z of all existinc� utilities _ _ and connections . Q w � II . Do not scale off � ' �� drawings . � Z � p �` , " 12. Gontractor to field � V N cp p ' i' veriPy all existing p � � N -- conditions p�ior to � � � p O i - " " '� demolitfon or = _ � � � - � � - I � constructlon . � v1 Z O r - 13. Gontroctor to Z � � W '/ coordinate conatruction O 0 J 0 O hours and access with , J , � Vail International � wp Q � d EF � � o > J O � ►�i � � ` I . Line oF wall above � \ $. RBIOGQCB PUbIiG � -� phone . Goordinate with � Owner 7 � 3. Existing ratling to L ' - remain � 4. Exi5tin9 5tructure to remain � 5. Existing walkway IEXISTING `� EXISTING EXISTIN6 b. Open to rvalkway and �■ WALKWAY \ WALKWAY WALKWAY co�rtyard � FUTURE \ '�, \ ?. Patch, repair, and EXPAN510N ��',., � (JQifit wall Irreg� laities � 301 \� I FUTURE � � ; FU7URE Qg �eq,vi�ed EXPANS�ON EXPANSION 8. PdtGh And repqi� rooP as recluired _ x III 30i _ - - _ 3p� Q q . Ex�sting Plooring to x X �' rematn _ � � � 10 . New casawork �- , _ II . New case and trim ,;,`�, ,- EXISTING EXISTING EXISTiN6 work throughout room WALKWAY WALKWAY WALKWAY I � . ,4pply skip t�owel ' y -' � finish to all walls in room . � � � L' _ " 1 - . 1 , I _ V 13 . Full - height mirror. ` . _ � 1 m O �( OP,..:' r" YrIJ.L9� WI : Refer to � iA501 N(Z : ReFer to 2/A501 � �� _ NEIN ExPANDED FUR DOW �\ GIO�. E�'Ln�gellin9 to �OBBY �TBGq SG IT , �� O NEw ExPANDED � O G2: Nerv wood celling �o� - = ��BBY NE� �oBBY�E� �ema�� F R I TZ L E N EXISTING STAIRS ry' EXISTING EXISTING to match existing INALKNtAY X = , 201 YVALKWAY WALKWAY �� G3: New sloped gyspum � � x x wallboard ceiling P I E R C E � � G4: TdG Woof Soffit i' � � � ,; � O ��. f�W�s EFI : St�cco t0 171QtGh existing EF2 : Exlsiting stucco to be repainted EF3: Existing stucco, No Work EF4: Exlsting wood ry INSULATE slding � ry UNDERSIDE OF EXISTING PARKING ExISTING PARKiNG EXISTING PARKING EFS: Wood fascia to � r- STRUGT. TO match existing � � MATGH EXIST. EFb: Wood trim A R C H I T E C T S EF� : Existing metal rooF EFB: Metal rooF to motch exi5ting 1650 E. Vail Val�ey Da Faliridge Gt EFQ : Plew wood siding VaiI, C081657 vailarchitec6.mm - - - - — . __ _ --- [o mat�h existing fax(970) 476-4901 (970) 47(r6342 SEGTION TMROU6H PARKING ROOF FLOORIN6: LOOKING WEST I FLI : Existing bricK � U I � � I u � pavers , patch and repair as needed � � � � I � N � FL� : indoor/ ovtdoor carpet FL3= Flagstone buff sandstone pavers FL4: Garpet, New � � � � � � � � � � � � � � � � � � � � � � � /� FLS� Petra slate tile � FL6 : Rubber mating 2 � over concrete topping A401 I /4 � _ � �� _ _ aaoi I /4 � I � _� �� ° 1 ;4 � � � � NOtBS NOtBS ODEMOLITION NOTE5� bB�IQAL NO'TF9� � I .Gontractor to field ISSUE RECORD � ,�„ �� DI . Gontractor Co field v2rify ali dimenslons � , (, •`' verify all existing and conditions for conditions including but comPliance with the DRB SUBMITTAL ��,C' " not limited to utility documents . 04.22 .02 ` slzes and locations 2. Gontractor will have BiD SET prlor to beginning work a current set of 09 .04.02 D2. Gontractor to take drawings, speciFications all necessary cand all subaeqyent UPDATE I55UANGE precautions to abate design information 03.21 .03 noise and d�st present and accesslble D3. Gontracto� to on the �ob-site at all PERMIT SET coordinate rvith owner �imes . 04A9 .03 any items to remain 3. Gontrqctor to verify and/ or to be salvaged and coordinate work D4. Gontractor to with appliable coda coordinote demolition reqvirements work wfth new work to 4. All dimensions are to determine exact limits face of studs or WOOD TIMBERS IN LWE W/ GOLUMNS �� of demalition centerllne as indlcated. D5. Patch and repat� 5. Heating system to tie STEEL KIGIKER WRAPPED IN GEDAR all floor ond wall into existing lobby W/ METAL BRAGKETS irregularities as rec� d system 12 " 1NRAPPED WOOD GOLUMN f� � ; Db. Remove all finishes b. Gontractor to field at the floor down to veriP� all exlstincj I `�- sub-Flooring deck conditions and �r�.�'� D'i. Remove existing assembnes . Gontractor flooring and prepare to notify Architect if s�rface for new proposed assemblies flooring mqterial are not compatible w � tn SIDING TO MATGH EXISTING � D8. Remove railing documents . Dq . Remove Part of the "I. Gontractor is wall For door opening responsible for DIO. Remove existing maintaining the integricy door and hardware of atl existing and DII . Remove trim and reqyired casework throughout Pire -separation room systems. DI2. Remove casework 8. Gontractar Is and prepare wall For responsible for future work. mam[ainin the inte rit DI3. Remove entr of structure not � � � � �� y 9 9 y �`�1� � 2 staire . 'mcl�ded in demolitlan � _ „n DI4. Lighting/Telephone work. O < /_ �� A301 I �4 „ _ I , _O „ Goordlnate w/Owner 9. Existing plan and L �/ , � �, M,� -�� ^�' ^_ 1 elevation informatlon � ��...� � �`! based upon as-b�ilt J measurements . `p(� (�S �� ' Gontractor to field �1�� ",/ � � veriFy all dimensions �� ' j�� / � ' � � ,� l/ • �� j� '"� d c repanc eshftect of (� � / � � 10. Gontractor to verify Q U - a location and adec�uacy Z ' � � I /� of all existinc� utilities J , ,- � i % i � ' and connectione . Q w LL � � �� 32 '-6 " - " � �� ' �� II . Do not scale oFf V � � u� /�� . . � � / / / - � drawings . OC Z � p i � �_ 12. Gontractor to fiela � (j N p p = ' " � �� . veriP all exlstin � '- � � , � � y 9 c� / � i , : \ , conditions prior to � � � p O i /� ; _ - demolitlon or = � 2 �k i , , i 18 '-O" �� ,% \` ��, 13. Gantrol�ctor to � Z Z � �j �- � � coordinate construc*.ian O 0 � � \ � �\ hours and access with J J O � J � METAL GAP TO MATGH \ �� Vail International � W Q � d � ROOF GLEARANGES � � , � PER GODE I ` O �� T�' � M O ! ' EFI I � I� Line of wail above � � STANDING EAM GOPPER RO F =honel �GOOr d nqte with J i � - Owner 7 �� . I 3. Existing railing to L EF� - remain � � ' 4. Existincj str�ct�re to rem in a 5. Existing wolkway � _ _ _ _ ' R - -- � ; �— � b. Open to waikway and � Fg _ courtyard � EFI I \ � 7. Patch, repair, and NEW EXI5TIPIG EF3 � � i pamt rvall irregulaities \ � EF I I as rec�uired � � _ __ , , � � ' 8. Patch and repair � - -- roof as reqyired ---- - --- ---�-- -- --- -�� - _ _ _ 4 . Existing flooring to ___ _ _ _ remain - - - - -- ------- - 10. New casework -- - - --I-- - I I . New case and t�im work throughout room �^� STRUGTURAL STEEL KIGKER (R : STRUGT) 12 . Apply skip trowel f `.; � � � � � : � WRAPPED IN GEDAR � :� finish to all wqlls in {l% � ` i � W/ METAL BRAGKETS I � ;, room. + ; < j ' � � � � ' _ i � ' 13 . F� II - height mirror . / ; ,`pt i - EFS ! I ', � WAI.1.°J� :O� OR A��Ji, - - - - - - . . .. -- - -- -- - - - -- -- ---- ----- - , EF� � I I WI : Refer ta I /A501 _ � W2 : ReFerto 2/A501 _ - _ . - - - ---- - - -- - - - - - � (� _ - _ - - - - - — _ — -- -- — - _ - - — -- - -- - I � I � GL Exisftng celling to i remaln �_1 I G�: N�w wood ceiling FRITZLEN � � � � . - I � to match exlsting ;�,.s � -., � _ ' * ... � „ � � y� �t. , � � � � - - EF3 � G3: New sloped gyspum � i , � i , ,� � � � ,TA ;= i .,, _ \ � � - wallboard ceilin I E R C E � � ,. 4 �� .. � �� : i � ' �! A� � � � � i � � jI ; —�— �--- r -�il - - -- � ', (,4: TdG Woof SofFit - � 7�=� - i . � ' � 1 � �� i � � �I ��_ � �I I � � -- � , � �r .; ...I ` � _ L '�.r� i � ��' . EF 1�� I �----� � ' J�-s.�. ,�- - � EM. RIti15F� � l I � 7 T��j- '� - � `: _ , - i I � � ' : EPI : Stucco to match �-`"� i . � 4 ' i -�- =�•�°` , -� I I I i i l existing _ :. . . . , . .. ' � ,_� i ' ' � I - - ' E F 2 : E x i s i t i n s t�c c o t o - g 1 ~ l 1 � I be repainted . , . . , _ : ?, � - - — ' � - - -- -- � ------' '-- - - � ,� .� � EF3: Existing stvcco, No . . � . . . _ . . . . . . � EF2 Work EFI , CW I EXISTIN6 --�- � EF4: Exlsting wood sldint� EF5: Wood fascia to ' STANDiNG SEAM GOPPER ROOF _ _ match exlstinr� STRUGTURAL STEEL KIGKER iRE STRUGT) --- EFb : Wood trim A R C H I T E C T S _ wRAPPED IN GEDAR i I EF"1: Existing metal roof - � EFS: Metal roof to - _ _ ' STEEL P05T (RE : STRUGT) WRAPPED W/ 12 " GE A I match exlsting 1650 E. Vail Valley Dr. Fallridge C-1 II .- WRP.PPED STRUGTURAL STEEL TO 8 " GEDAR T M ER i ' EFq : New wood siding VaiI, C081657 vailarchitecls.com � to match existinc� fax(970) 47(.4901 (970) 476-6342 b " WOOD TIMBER Notes Notes �DENIOLITION NOTE9� Q�B�L NOTES� I .Gontractor to field ISSUE RECORD DI . Gont�actor to field veriFy all dimensions ve�ify all existing and condltions for gID SET conditions inclvding but compliance with the LINE OF ROOF not limited to utllity documents . 09 .04.02 LINE OF BUILDING BELOW sizes and locations 2. Gontractor will have UPDATE ISSUANGE RI prlar to beginning work a current set of 03.21 .03 I� D2. Gontractor to take drawings , speclFications all necessary cand all subsec�uent PERMIT SET - - - - - - - - - - - -- - precautions to abate design information 04A9 .03 - - - - T - - - I noise and dust present and caccessible I I I I p3. Gontractor to on the job-site at all coordinote rvith owner times . I �G �G I �G I any items to remain 3. Gontractor to verlFy I O Q I I and/ or to be solvac�ed and coordinate work I I D4. Gontractor to rvith appliable code j � � coordinate demolition rec�uirements . I I N �Q I I work with new work to 4. All dimensions are to ! I I determine exoct limits face of stvds or � G3 � � � of demolition canterline as indicated . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � I FUTURP � � D5. Patch and rePair 5. Heatinc� system to tie �� EXPAN510N � � all floor and wall into existing lobby � � � irregvlarities as req,'d system — WRAPPED BEAMS CTYP) I G 3Oi G I G I Db. Remove all finishes b. Gontractor to Field � � _ _ _ _ I x � � at the floor down to veriPy all existing i I I � sub-Flooring deck conditions and <Y � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - II I I \ O � D"f. Remove existing assemblies . Gontractor flooring and prepqre to notify Architect iF _ _ I I � I I surPoce Por new proposed assemblies _ _ _ . _ _ _ _ _ - _. _ - _ _ _ _ _ __ - _ _ -- _ - - - - I H �Q I I � � flooring material are not compatible with _ � — — — — � — — — — — — — — — — II I I �i D8. Remove railing documents . I � O O O � O � DA . Remove Part of the ?. Gontractor is _ _ _ __ _ _ : _ I G G I G I wall For door opening responsible for DIO. Remove existing maintaining the integrity -- --- - - _ __ - - -- - I r - � �- - � I I door and hardware of all existing and — - - - - ---` - -"-- - -- -- -- I I I I I � � DII . Remove trim and reqyired -- - ---- --- -- --- _, I - - - i _ _ I I I I casework throughout ire -separa ion _ .. ! I I I I I I � � room systems . i ! I � L - J L - J � I DI2. Remove casework S. Gontractor is I I I and prepare wall for responsible For �I � _ f�ture work. maintaining the integrity � I I � - - - _ _ - � �G �G I �G � DI3. Remove entry of str�ct�re not I � � stairs . included in demolitlan i �I � � DI4. Lightfng/Telephone work. O _ i I � O Goordlnate w/Owner 9. Existing plan and elevation informatlon �� . .. ______ . / '_ � � based vPon as-built I . - - - . _ . . _ . _ . _ . . I EF EXISTING EXISTIN6 j' measurements . � i ELEVATOR MEGH. LI6HT1N6 NOTEQ.+� Gontractor to field � ; verify all dimensione Q ; and notify Architect of i - - - - - - -- - - ' A- 6 " Recessed 26W i �_ _ �screpanues . _-- - - -- ---- - fluoresc.ent (IG can) with 10. Gontractor to varify Q dimmer locatlon and adec�uacy Z I of all existing utllitie5 J B- 6 " Recessed 26W and connectians. Q w � � 3 fl�orescent (IG can) II . Do not scale off -' � � qqpi waterproof drawings . � Z � p I 12. Gontractor to field � V N co p � G- 6 " Recessed 26W veriFy all existing � � Q N � fluorescent (IG can) with conditions prior to � � � p O I 3 � � �_ � !� � �_ ;� � � e � . � e w , 2 �� dimmer In sloped ce( Iing demolitfon or = _ � � � ' �� ' �� construct�on . � v� Z � �- I - 6 " Recessed SOt^i 13. Gontractor to O � O W � spotlight (IG can) with coordinate constrvction O J J ^ I /2 " = I ' - O " ` I /4 " = I '-O " A203 A2O3 d i m m e r h o u r s a n d a c c e s s w i t h J U � Vail International �++ Q � n. D- New exterior wall � O � j sconce to be selected � �`'� � iG�1'ED NO1F:5� � E- Replace existing I . Line oF wall above Q wall scone with D �. ��ocate pvblic � J phone . Goordinate with _ - F- New interior wall Owner � - sconces 3. Existfng railing to _ _ _ � remain � - - . � O G- New Pendant 4. Existing structure to G remain � - ,-_ -- H- Geiling Fan 5. Existing rvalkway __- _-- ___ b. Open to walkway and �� -- J- New ExC Pendant courtyard ----- - - - - - - - - p G4 h - - - - - -- - —� _ -- K- 6 " Recessed MH ,aPQtWallre�el ulo ties --_-�--- - - � � - - � - — - —� --- wat p oof as rec�vired g - -- - - - - - - - - - - - - - er r � � I- _-_ _--._ . __.__ . _ .---_ . --- ---_ -_ _ - � 8. Patch and repair - _ __ _ rooF as rec��ired - --- - 9 . Existin floorin to I I C� C� I _ _ _ _ _�A ._ _ _ __ _----- --- --- � � 9 9 EXISTING EXISTING F - - - -- — OFFIGE FRONT DESK I I �--- NEw ExPANDED -- ___ _____ _ _ remaln I � LOBBY ____ __ 10. New casework II . New case and trim 2oi F ,��,$ work throvghout room , -- I - -- - x - - C'S -- - _ _ 12 . I ski trowel ' - - - - - - - -- -- - —.w _ �Py P II - finish to all walls in � I I � - - - - - room. ' r ' r WRP.PPED _ ._._ - _ .. ... . p, .__ _ . __ _. ... . . -- _ - - - C'S 13 . F� II - height mirror. � �f'. � ��D EXIST.(��AM G-- - — - - - F W � ••.�/ DRP�• I � - - - - - - --A ' t- I � F �- - - - - �� : > � � V'll : Refer to I /A501 W � __. _ _- _- - _ _ _. G --- _.__- - - -- .___ _ N12 : ReFer to 2/A501 �� 1 , - -__-�- � _ o -- -- -- -- --W -- ------ O c,Eiioras� F G - -- I � I . O � �2 . - � GI : Exisitnc� Geillnc� to -- �--._ ._- --- - ._ A- - ...- - - ---._ _ -- ----- ------ -- -- --- - remain ° � ° -- - - - --- - FRITZLEN - --- OD O C7 OD I------_- -- �- - - - - - - - - -_ q -- _-- G�: Hew wooci cei � ing � to match existing EXISTIN6 � I G _ G3: New sloped gyspum P I E R C E I - _- - -__— ryallboard ceiling VENDING/ I - ------------ J -- -- � - - F C'f INFORMATION G4� T4G Woof SofFit exisrirv� AREA � I-- -- - W O EXT. PII115HE'S+ STORAGE I �----- ---- - - - - - - - -- -- - ------- - - - EPI : St�cco to match �D �D � �D UD �-- A A- - - existing I EF^1 : EX�ISiting SCUGGO t0 _ - ._ . . __ . _ - -- I -- be repainted F - - - - - - - - - - - ----- - - - €€�J: ExisEing stucca, No - — Work - - - - - . _ POWDER ROOM I : -- - - - - - -_- - - - - - - - - -- -- - O Ea4gExisting wood � - - - F .. � EF5: Waod Fascia to _ - - - - - - - - match existing EXISTING EXISTING EPb: Wood trim A R C H I T E C T S ELEVATOR h'tEGH. EP�: Existing metal roof EFB: Metal roof to match existing "1650 E. Vail Valley Dr. Fallridge G1 EP�I : New wood sidinc� Vai1, C081657 vailardiihecE.cnm — . tc match existinc�, (ax(970) 476-4901 (970) 476-6342 O A.��'�fJ: FLL Existinc� bricK � � � � � � � pavers, patch and repair as needed � � � u FL2 : indoor/ outdoor carpet FL3� Flogstone buPF _ _ _ _ _ _ __ - _ - - � - - -- -- ---- -- - -- - -- --- FL4: Garpet New N y FL5� Petra slate tile � � � � �-- � � � � � � I � � � �, / � � � � , � e FLb � Rubber mating � � �� u j over concrete topping A2o3 I /4 " = I ' - O " � GUTTERS, HEAT TAPE, DOWNSPOUTS Notes Notes SNOW GUARD GD'8•IOLITION NOTC9� 6B�R/1L NOrTf9� I .Gontractor to field ISSUE RECORD �— 6uTTERS, HEAT TAP� COwN�POJTS DI . Gontractor to Field verify all dimensions i verify all existing ond conditlons for � � conditions inclvdin9 but compliance with the DRB SUBMITTAL SNCW GUARD no[ limited to utility documents . 04.22A� slzes and locations 2. Gontractor will have gID SET � , prlor to beginning work a current set of 09 .04.0� D2. Gontractor to take drawings, speciFications I a ! I �;ecessary and all svbsec�uent UPDATE 155UANGE creca� tions to abate design inFormation p3,21 .03 � � _ ' L nose and dust present and accessibie � T � - �-'-- `' ?`-°�'"" D3. Gontractor to on the �ob-site at all PERMIT 5ET ``'`i� —� ' i . �' '� i�"°;_' coordir,ate rvith owner times . 04A9 .03 . � .a3�.>.� . . . .. .- . . . .._ —_ � _ S�' ._ . .��` -� . � � � r' � 5 ang icems to remain 3. Gontractor to veriFy fi� � � - ��i' ��„`� ° ana/ or to be salvaged and coordinate work j1 ��I � �� I , I I ; I D4. Gontractar to with appliable code � = --+ � �. � � � � � i - 3` � - . ._ I � �I k . cocrdirate demolition rec�virements . �i i �_ I i = � � � �� i ,i _ wcr� ,� ith new work to 4. All dimensions are to 0. � � N � . _ � � _ � ' - ' � �. �� . _ determine exact limits face oF studs or GUTTERS, HEAT TAPE, DOWNSPOUTS � � �V � �q � � ' ' � ,�� T ,-� �� +s�. � � - , of demolition centerline as indlcated . U1 � �- �Il - Ul r �. � �-�:� .,.L T . - .,,».:� �- � =,�,-t'� .._ �-; . . D5. Patch and repair 5. Heotiny system to tie t � z_. 4 �_, � ,.:� �.�.- all floor and wall Inta existing lobby GOPPER � - �t�, ' '- �- - -�.- � �- -1- .e. •.� '- . irre ularities as re d e stem SNOW GUARD i �� ' ' i � � � '' � i � � q' y STANDING SE.AM � �1-- ; , �--=�, -��`--�}-., �-�-�--- - Db. Remove all Finishes b. Gontractor to field _ ' .��_ , � 'TT '�,.��--�r :�_, at the floor down to veriPy all existing � _i�� =4 � , EF -�-� 1 _, _- �t � _- �_ _ � ; �� , sub-flooring deck conditions and LINE OF ROOF � D'1. Remove exlsting assemblies . Gontractor LINE OF 6UILDIN6 BELOW �t flooring and prepare to notlfy Farchitect if surface for new proposed assemblies flooring material ore not compatible with D8. Remove railing documents . Dq. Remove Part of the '1. Gontractor is W wall for door opening responsible for O3 DIO. Remove existing maintalning the integrity � A�i door and hardware of all exlsting and 61 DII . Remove trim and reqyired casework throughout fire -separation room systems . DI2. Remove casework 8. Gontractor is and prepare rvall for reaponsible for future work. maintaining the integrity � I � W E�� DIQIrRemove entry ocl5dedt n demolition GOPPER O li O V � � STANDING SEAM DI4. Lighting/Telephone work. � m Goordinate w/Owner 9. Existing p �an and elevation information �� based upon as-built � measurements . EF� � Gontractor to field �� . � � andl nopllfydArch tect of Q discrepancies . 10. Gontractor to verify Q 0. �� location and adeo��acy Z � `fl and conneations ilities � W � '� m II . Do not acale oFf � N drawings. oUC Z � p 12. Gontractor to field � (j N oe p veriPy all existing p � Q N conditions prior to � � � p O demolition or = _ � � construction . � v� N r EF 13. Gontractor to Z O � W _ coordinate conatrvction O 0 J � O '` SLOPE ho�rs and access with J � ~ Vail International � W Q � d $ � j q M � W N 0 ►c��v r�ar�g, J � � 2 I . Line of wall above Q O / �. Relocate ublfc � \ A�� A2�2 � � � � � � � � I phone . Goord nate w �th J I °l Owner � � L'4 " = I ' -O " remainting ralling to EF'f 4. Existing structure to � ramain � LINE OF BUILDING BELG � 2 3 � 5. Existinc3 walkwqy A401 A401 A4:J1 b. Open to walkway and � courtyard � ?. Patch, repalr, and � paint wail Irregulaities � LINE OF ROGF � ' � as recluired �oi I 8. Patch and repair LINE OF BUILDiNG .^.E�G,N — I rooF as rec�ulred 9 . Existing Flooring to remain � - --- - -- - 10. New caser�ork � I �, ; II . New GQSB and t� im I � work throvghovt room � � �-� 5 12 . Apply skip trowel _'" 20l finish to alI walls in � NEIN RAI ING ' I RE : SPEG room . � t � 13 . F� il - neight mirror . � � - 1`� � �� 13 � � WAl.L9. �,t �.. Cn nn P;: j . � `n WI : Refer to I /A501 G3 Q W2: Refer to 2/A501 w FUTURE F m � G6L�N6g� EXPANSION _ �q GL Exisitncj ceilinc� to 9oi remain x ��: Nery wood �e � � ��g FRITZLEN to match exlsting G3: New sloped gyspum P � E R C E rvallboard ceiling 13 G4: T8G Woof SofFit O EXT. RIr115HE5� � EFI : St�cco to match FL existing EF2 : Ex �siting stucco to be �epainted w� EF3: Existincj stucco, Na Work EF4: Exlsting wood � slding 13 � EFS: Wood fascia to � Asoi match existing - � , 3 ; ��,� E;: E°sa g 'mata , �aoF A R C H I T E C T S EF9: Metal roof to �'I � /�� match existing 1650 E. Vail Valley Dr. Fallridge C-1 -- -- EFq : New wood sidinG� VaiI, C081657 vailarchitects.com EF2 to match existing fax(970) 476-4901 (970) 476-6342 EX15TING EXISTING / 9 � ^ ELEVATOR MEGH. /' Axi � -�5�-�� O ��': FLL Existinc� brick � �� CFZ pavers , patch and rePa �r cas needed �� N FL2: Indoor/ outdoor EF2 carpet FL3� Piagstone buff sandstone pavers T , I � � � � � � � � � � � FL4: Garpet, New � � � � N �k FL5: Petra slate tile \ � � � FLb : Rubber mating `---�br� i 2 g over concrete topping �� aao � ; �Aac Aaoi A20 I /4 = I '- O " i - - - - - - - - - - - � n i I n � il �� / � � ^, � Notes Notes � � OD�IOLITION W01'E9� 6B�L P101�9� iA3oi I I I.Gontractor to Pield ISSUE RECORD I � DL Gontractor to Field verlPy all dlmensions I i verlFy ali extet'�ng and aond'�tione Por DRB SUBMITTAL I i I conditions including bvt compliance with the i I ! not limited to utility documents . 04.2� .02 I q q ' � sizes and locations 2. Gontractor will have gID SET __ - -- - _ - -- i I � I I _ __ prlor to becjinnincJ work a current set of 09 .04.02 D2. Gontractor to take drawings, speciFications � � �N � : ali necessary and all s�bsecl�ent UPDATE 155uANGE � I i � � � �F�J � �- � precautions to abote design information 03.21 .03 � � I °`�� noise and dvst present and accessible 12 I EXISTING NEW FLS 101 _ ' D3. Gontractor to on the �ob-slte ot all PERMIT SET EXISTING EXISTING `�� coordinate rvith owner times . 04.09 .03 II I � I NEw ExPANOED � qn items to remain 3. Gontrqctor to veriF OFFIGE FRONT DESK I LOBBY .9 y y � I ond/ or to be salvaged ond coordinate work - - - - - - - - - - � 2G1 � D4. Gantractar to rvith appliable code ��b neoi I � x coordinate demolition reqyirements . 12 - - - - - - - - - - - FL3 rvork with naw work to 4. All dimensions are to � ROOF TO MATGH FL4 FL4 I i FL5 deterrnine exact limits foce oF studs or DETAIL -/A501 II �_y-__y 3 i I I � FL2 of demolition centerline as indlcated. IO I � I I nvoi FL4 I D5. Patch and repair 5. Heatiny system to tie - -� I 3'-6 " all floor and wail into existing lobby 3/4" PLYWD . FASGIA - - - - - - - - - - - - � I � irregularities as rec�d system RE : STRUGT Db. Remove all finishes b. Gontractor ta field T8G SOFFIT i � 3 at the Ploor down to veriFy all existincj 5 p,epi 4 svb-Plooring deck conditions and �' ///X�� D'1. Remove exlsting assemblies . GonCractor INOOD TRIM " " II � °'bo2 2 w flooring and prepare ta notify Architect if / _ � surface For new proposed assemblies _ � 104 105 I I flooring material are not compatible with FL FLS � � D8. Remove railing documents. � I "x 51LL � `f I EXISTIN6 12 � Dq , Remove part of the 'T. Gontractor is 1` VENDING/ � - EF2 wali for door opening responsib�e for 2 "xb " TRIM 12 103 FL5 � FLS INFORMATION � � � DIO. Remove existing maintaining the integriiy RREA � door and hardware of all existing and STEEL STUDS ' FL5 FL5 EXISTING I � i " " '" 1 nsoi DII . Remove trim and reqyired SIDING � � STORAGE � � -' � ��FLS FL5 �� FL5 �O / / casework throughout fire-seporation 3/4" SHEATHING II 12 0 II 12 room systems . i ' I I DI2. Remove casework 8. Gontractor is I � i and prepare r,all for responsible for 3 " STONE GAP - / fvtvre work. maintaininc� the Integrity wi I / I DI3. Remove entry of structure not i VAPOR SARRIER POWDER ROOM FL2 EF� � 0 stairs. included in demolition Z FLA65TONE 3/8 " SHEATHING io2 Di4. Lighting/Telephone work. TREADS — � Goordinate w/Owner elevationgiformaton O I " STUGGO EXISTIt�1G EXISTING � � STAIR STRUGT. ' ELEVATOR MEGH � based upon os-bvilt � RE : STRUGT. FLASHIN6 E�� measurements . Gontractor to field �� . ' • . .� EF2 _= andlfnoQifydArch'tect of Q / '° FL2 OS GotQactor to verify ' L location and adequacy .. Z • IS '-I �" 4 �_�,, oP all existing utilities J and connections . Q w �-y o '. FLI II . Do not scale off V � � �n drawings . oC Z � p . • � 2 3 12. Gontractor to ffeld � U N ap p --- - - --- -- .- .- -- Aa�;i naai Aaoi verify all existing ^/\ p O Q N - - - - - - -- conditions prior tc L.LJ � � p o demolitfon or �/� = _ � � T � � � � � T � }� � _ construction . W Z Z Q 1- � � � �� 13. Gontractor to � �� N W 4 \ 0 � O _ , � coordinate con9truction � A201 I �2 �, _ I � _O �� / 2 � � � � � � � � � � � � � � � ho�rs and access with O � -' UO 13 '-6 " A201 Vail International J W Q � d �� . � /4 " _ � ' -O " c� � > 5''8 " 301-E � P301 - O �� .�JS � M � L Line of wall above Q 4'-O " � � 2. I¢eiocate public �' � � _� ! � � r� 3 phone . Goordinate wlth FLUSIT YV/ I �f A�O1 Z Owner PAVEMENT 3. Existing railing to � � � - `- ., remaln -- - _ �� ti � -- l7 - -r - , . . � �� J �� ✓ �J�l /.��Ji- � � �' - - -- - - - - - - - - - - - - /� - - - - - - - - - - - - - -- - - � - - - - - - - -- - 4. Existing structure Co � � f^\ /�\ �p ) remain � / C \ � LJI , � / �� _J �� - � - - - - �- NEW GOLUMN jv �_ /� 1 / � / � � � � 5. ExiStinc� walkwqy � J1 � �/ \`,. � �, �� /� � ' ,( ! FLAGSTONE RE : STRUGTURE-� NEW GOLUMN �(�� - ' �/��J\�� ` -� I PAVERS RE STRUGTURE bo0ty rd rvalkway a�d / / r r - - - -� �' �� I � � ., , - =`i �l -J 'JIW >-- _ - - '` � ,`j � 'f. Patch, repa'ir, and � L� � __ _- � _ . - paint wall Irregulaities �<I � I � I � as required L_—� : I _._ � 8. Patch and repair rooP as rec��ired ( % � _ -- - ,- - �� ) �� ) � 9 . Existing f {ooring to ' �,�\,� - ; - --�\V ' ; . . � remoln � \ / IO. Nerv casework �, �` ,,. . .., ` ^ � I �� % � I I . New case and trim -� � �� ' U� -� I -'i .b " � � � �\ ! rvork tnroughout room � ' O� � 12 . I ski trowel - `r, �✓ � LANDING D �� ? � � finishp oyall walls fn � � � /� \� m EXISTING PARKING EXISTING room . � �� //�� /� ,� \ PARIGI NG ' \U ,� ��/ �� 13 . Full - height mirror . > �(�� , � .� � :-� � ,�� C� �- -- - - -- - � - - _ ' `� � v�i : �� iiASOi ,� � W2: Refer ta 2/A501 � ��' � � � O G�LIN65� ��' _ _ __I � _ _ _ ___ .._ GAP ABOVE GI : Exisitnc� ceiling to i remain �- _ _ _ , .._ _ -1 J ; , ._4.. ST��o ��: Ne� �ood cellirtg F R I TZ L E N i 4'-S, GOLUMN to match existing ry ' � 12 "xl2 " FIR �aliboqrd lo pe ggyspum P I E R C E � � 4 TIMBER ABOVE G4: T8G Woof SofFit � ' a,�oi 51M `.� i — I y O EXT. FIlU5FIE5� EFI : Stucco to mat�h II � � I 15 EQ. RIS�RS RE TRUGTURE be2rtepalnited sNCCO to F � �6 .53 " EF3: Existin9 stucca, Na 14 EQ. TREADS Work ' ' 01I " EXISTING EF4: Existing wood i - t ELEVATOR � slding , EPS: Wood fascia to II \� i EPb hWoadtltgm �S�,C.E4�-5 � � • / EF'1: Existing metal rooF A R C H I T E C T S ' ' (.1,hf�►o P.��..- cM��.� E�b: Metal roof to i �� p� s' �C 1 G� � 3 . � • � match existinc� 1650 E. Vail Valley Dr. Fallridge C-1 � � ��(� � �� A � EPq : New wood slding Vail, C081657 vailardii0ec�.cnm , � to match existing fax(970) 476-4901 (970) 47b6342 I i � O FL��: FLI : Existinc� brick � � � � � r - - - -- I peapvQ�sapateeded � � � I �ld ' - � ; _- -.- -.- .-_- - - - -_ - - - I 2 3 FL�: Indoor! outdoor �� J ' � I' � { A401 A401 A401 carpet : � :__ ! - - - - - - - - _ _ . - - FL3, Flagstone buFF L - - - � �. -- - - -- - � sandstone pavers FL4: Garpet, New / p � � FL5: Petra slate tile � 3 � � � � � � T � � � ! N I � � � � � � '� � � � � � � FL6: Rubber matiPP 9 I over cancrete to in A201 � �2 „ = � ,-� „ A20i I /4 " = I '—O " Hotes Notes ODB�IOLITION NOTES= 6B�RNL NOTE9� I .Gantraator to fleld ISSUE RECORD DI . Gontractor to field veriFy all dimensions verify all existing qnd condltiona for gID SET conditions inclvding but compliance with the 09 .04.02 not limited to �tillty documents . sizes and locations 2. Gontra�tor will have PERMIT SET prior to beginning work a current set of 04.09 .03 D2. Gontractor to take drawings, speclFications all necessary and all s�bseo�uent precautions to abate design information noise and dust present and accessible D3. Gontractor to on the �ob-site at all coordinate with owner times . any items to remain 3. Gontractor to veriFy and/ or to be salvaged and coordinate work D4. Gontractor to with appliable code coordinate demolition rea�� irements . work with new work to 4. All dimensions are to determine exact limits Face oF studs or of demolition centerline as indicated . D5. Patch and repair 5. Heating system to tie all floor and wall into existing lobby irregularities as reo�d system P6. Remove all finishes b, Gontractor to field at the floor down to verify all existing sub-Floorincj deck conditions and Dl. Remove exlsting assemblies . Gontractor flooring and prepare to notiFy Architect if surFace for new propased assemblies flooring material are not compatible with D8. Remove railing documents . Dq . Remove part oP the 'i. Gontractor is wall for door opening responsible for DIO. Remove existing maintalning the integrity door and hardware of all exieting and DII . Remove trim and recjyired casework throughout fire -separation room systems . DI2. Remove casework 8. Gontroctor is and prepare wall for responsible for future rvork. maintaining the integrity � DI3. Remove entry of structure not stairs. included in demolitlan DI4. Lighting/Telephone work. O Goordinate w/Orvner 9 . Existing plan and elevation information � based upon as-built � measurements . Gontractor to field �.. verify all dimensions Q and notify Architect of discrepancies . Q 10. Gontractor to veriFy U location and adec�uacy Z of all existing utilities / and connections . Q u..� LL II . Do not scale off � � ,� drawings . � Z � p 12. Gontractor to field � f, N C�p p verlFy all existing � � � N conditions prior to � � � Q O demolitton or = _ � � construction , � �n N 13. Gontractor to Z Z � � � - - - n coordinate constr�ction O � � O � � L _ � _ J � hours and accese with � � � � Vail International � W Q � d � r - - - i , g > � i r - - - i i M _ > � r - - - y � � � r�ar�s� �J � I . Line oP wall above � � �" - - - 1 � �. Relocate public � —� � F - - i � phone . Goordinate wlth � � _ � � � Owner I � � � _ � I DI3 3. Existing railing to remain � � L � - - J � 4. Existing structure to � L _ _ � J � remain � � � � � 5. Existing walkway � � 1 � b. Open to walkway and � D8 D8 courtyard � - - - - - - - - - - - - - � � - - - i i �--- -- ---- - - - - ------ - —�-- — -- �� -_.-- — — _ _ 3 Patc , repair, and _i�--=i-�r - - - - - - - - - - - - - - - - - - - - - - � — � F � - - - - - - - - - paint wall irret�� laities --� � I I I 1 � � � — � as reo�� ired 8. Patch and repair D6 rooF as reclJired EXISTIKG EXiSTIN6 I I I ( � � � O 4 . Existing flooring to � I I � \ �� / remain OFFIGE FRONT DESK I I I I � � 10. New casework DII DII I DIO � DIO I � � DI4 r � II . New G45g and trim \ 2 rk thl �skh� troweln ' � � Dl � DIO D"! I DI2 i � �p y p , = . -- . �. � I I I d L _ � _ J I finish to all walls in � � �i � �- - � room . % ` � , � �1 � - - - - - - D12 — - - � � � — � - - i I 13OPull - height mirror . ,,: ._ �1C ; � � r J ` .. _ ..: �� wnLLS� �' ; I DI4 ' WI : Refer to I /A501 � I � W2 : Refer to 2/A501 pio I � � GEILIN65� ��Y �� // ' � i I pb Gel �Qnisitnt� ceilincj to , N �lo ol I � I G2: New wood cei i ing F R I TZ L E N � I G3mNew sloped gyspum VENDING/ � � wallboard ceiling P I E R C E D7 � DII INFORMATIDN � I G4: T8G Woof Soffit _ � p�p EXISTING "'�A ' � / STORAGE � E�CT. RIWSHES: � EFI : Stucco to match i � � ( i existing ` `�' Di � s � I EF2 : Exisiting stucco to � be repainted � _ _ � � \ EP3: Existin9 stvcco, No _ _ _ _ 1 Work EF4: Existing wood POWDER ROOM I slding EF5: Wood fascia to match existing EXISTIN6 EXISTING ' O Db EPb: Wood trim A R C H I T E C T S II ELEVATOR MEGH. EF'1: Existing metal roof ' EFB: Metal roof to I '� match existinc� 1650 E. Vail Valley Dr. Fallridge C-1 i �__ —_ - —� — EF9 : New wood slding Vai1, C081657 vailarchiGeccs.mm � — to match exlsting (a�c(970) 176-4901 (970) 47b6342 D6 FLOI �. Ex� iLsOt�grbrick � � M � � I � I � � pavers, patch and , / repair as needed � � � u i FL2 : IndooN outdoor I carpet FL3: Flagstone buPP i r— -------� ; N � � � � � � � � � � � sandston p pavers I FL4: Gar et, New � � � FL5: Petra slate tile � � � � � � � � � � � � FLb� R�bber mating over concrete topping D2oi I /4 � � - � � �� ISSUE RECORD DRB SUBMITT/aL 04.22 .02 BID SET 04.04.02 PERMIT SET 04.09 .03 Z O �- - 0 � U � Z J V' ^ �. . . . . . ��/� U � � � Z � Q UNCOo W � � p o � -4 - = y . ,_ - �! ;- '_ �- W N N °� � � r i Z � O �i _ _ ' _-�,� , t � r '� � � T T -� � �: _ u, ' � ' �,� - ' � � _ � � � � � � UO � i � �, � ,ar� _: _ - . J . I.�� ,:i � _ � : ' 1 � �^I�.� d , ��+ T =`_r � 1 .�: L �_. � � � Q � . . . . . . . . . . . I � � i I u '. I I i i � . i . i -. . . . . . ,_�..;+ I � r� I 1 '_�i � .., �'� � i � - � . . � 1 . . . . . .-. T _ .T ,,�"_i_ i_" - � . � j '_ r 1 .i,l ..:..- , __. . . _ . _ . _ _ _ . . . . . . _ _ � -__, '::", `___'. ' _ ," ._' ' „ ,-� _- � _ J � _: _ : _ � o . _ _ _ _ - _ Z _ 1EXISTING STUGGO FINISH� � � - — - - -- - -- - - — . - - _ _ EXISTING STUGGO FINISH� - - -- - - _ - - - - -- ---- - - - .. - - --- --- -- - - - J-�- - --- - - -- --- ---- - --- -- ----- - - ...- - WD SIDING . —� - - - -_ ._ . -_. _ 1�_ ----- --- - . _ _. - . . . . . ::.- _-.,_ . _ . . .. . _ . . . 3� _ � _.�.,.. . . .. _ . _ . . . _ - _ . _ _ . . .. _ i .�� - . . . . . . - _ - ...--1,_�- � . . . ' � "�� ;-� �a T ' � . . . . . . -_ . .. . . / � � `-` � -' - - -,-�, � - -,-z --� � i` -z � . ; L EXISTING STUGGO FINISH l� ` i _ . � i , r _ � _, i ' .}l, ._ � � ' I � ` I _ IJ � � � �^ p C . i i __. _- �— .___ .. .__ _ _ . . . . . . . . . . . . . . i. — . 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Vail Valley Dr. Fallridge C-1 ' . � � . � Vaii, CO 81657 vailarchi0ec�.cnm � � fax(970) 476-4901 (970) 4766342 � � I � � I I � � EXISTING WOOD 51DING � � � V�S � I 01 �1 , � � � T � � � � � T � � � � � � T � � aoi� I /4 " = I ' -O " � � � � i ISSUE RECORD DRB SUBMITTAL 04.22 .02 BID SET 09 .04.02 PERMIT SET 04.09 .03 � � � ' � o � � � � � - � � o _ _ ► ► o _ U w Z 0. J I o I JLL �. I N I � U � � � Z � O Uc� coo LINE OF ROOF I I � u7 W � � LINE OF BUILDING BELOW \� � I I � ZzO � O Q W � � - - _ - _ - - - - - - - _ _ - - - - - - - - - - - - - _ - - - - - � J Q � � UO � - - - - � � wQJ � � I I � g '. `> O � M � � � � - - - " - - - - g i I I i Z � W � - W � i � I ° � I ° � I � I — ' I � EXiSTiNG OFF � GE I � EXISTING OFFIGE I � OPEN TO GOUR7l',4RD —�, I . . � I ROOF —� I ROOF � I \ I > I I I ` I I I � � I I � �� , � , - _,T , ' � I I , �, �� I ` . -� � � I I - �, ; � i SLOPE I �`::Qt OR.,,. •'' I I � � I / . � I �I _ I � � S�oPE � FRITZLEN I I � EXISTIN6 ELEV. I O O P I E R C E II ROOF � I � — — — — — — — — — — — — — — — — I — I II � OPEN TO WALKWRY I AND GOURTYARD I � �U � ARCHITECTS 20�E 1 b50 E. Vail Valley Dr. Fallridge C-t VaiI, C087657 vailardiitecs.com faat(970) 476-4901 (970) 476-6342 � � � T 1�1 � � � � T � � � X� � � o� � 2 � � � T � 1�1 � � � N , � � � � � � � 1�1 2o2e � /4 " = I '-O " 2o2e I /4 " = I ' -O ° � � � � issuE r�cor� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - D SIiBMI AL 04 .�� .02 BID SET 09 .04.02 I�'I PERMIT SET � 04A9 .03 I I I i � � � i �i � EXISTINGI PARKING� l� I� � i i � � I' i ' ,I I I ! I i i i I ExiSriN� Z ELEVP.TOR O � �� U � Z J LL ^ � U � � 2 OC Z � p 2o2E � UNCOo W � � �p o M = = c� � O ZZO � W O Jp � U J wQ � � g > < � � M � > � �C � T 1�1 � � � - - - — - - - - DN \, N � � � � T � � ��l � � � � � I ! Z EXISTING � EXISTING WOOD � � STUGGO RAILING 201E I �4 � _ I � _O �� EXISTING RAILING J �/ESTIBLE / EXISTING �l FRONT DE5 � EXISTING OFFIGE . . � � iN ��:.�1 ' � � � EXISTING � •ti ' '- �} � LOBBY � ExISTI NG .i ! � � � � GOURTYAR9—�� EXISTING - - VENDING/ � �'� - ' - � . ....� , " INFORMATION AREA � L; NE OF WALL � EXISTING A60VE ..1 Po�ER Ro�M F R I TZ L E N PI ERCE EXISTING ELEVATOR ARCH I i ECTS "1650 E. Vail Valley Dr. Fallridge C-1 Vail, CO 81657 vailardiihec6.cnm fax(970) 476-4901 (970) 476-6342 I -� v 202E � ^ I ° I � I � � � � � . � � � I � � � � � T �I�l � ^' 2 � � � � 1�1 � � � ' ��,� � � � � � � � � � � 2oie I /4 " = I ' -O � �