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HomeMy WebLinkAboutDRB110387 Plans1 PM V " t n o ] M • F j I s ] ASV ABOVE ELEV ELEVATOR LLH LONG LEG HORIZONTAL RWC RAINWATER CONDUCTOR ACOUS ACCOUSTICAL EM EMERGENCY OUTLET LLV LONG LEG VERTICAL CMU STONE PAVERS ACT ACCOUSTICAL CEILING TILE EMER EMERGENCY LT LI"'T S SOUTH A00 ADDENDUM ENG ENGINEER LTL LINTEL SC SOLID CORE ADJ ADJUSTABLE BIDS EDGE OF SLAB LTWT LIGHTWEIGHT SCO SEAT COVER DISPENSER AFF ABOVE FINISHED FLOOR EQ EQUAL LVL LEVEL SCHED SCHEDULE AFG ABOVE FINISHED GRADE EQUIP EQUIPMENT LVR LOUVER SO SOAP DISPENSER AG AGGREGATE EXIST EXISTING C) a� U< SECT SECTION AL ALUMINUM EXP EXPANSION M MASTER SF SQUARE FEET ALT ALTERNATE EXT EXTERIOR MACH MACHINE SOLT STRUCTURAL GLU -LAM TIMBER ANCH ANCHOR MAS MASONRY SHLVS SHELVES APPROX APPROXIMATELY FAS FASTENER) MAT MATERIAL SHR SHOWER APSH ASPHALT FSO FURNITURE BY OWNER MAX MAXIMUM BHT SHEET ARCH ARCHITECTURAL FD FLOOR DRAIN M£CH MECHANICAL SHTG SHEATHING ASI ARCHITECT'S SUPPLEMENTAL FDN FOUNDATION MEP MECHANICAL. ELECTRICAL and SI.M SIMILAR INSTRUCTIONS FE FIRE EXTINGUISHER PLUMBING SPEC SPECIFICATION(S) ATTEN ATTENUATION FED FIRE EXTINGUISHER CABINET MFGR MANUFACTURER SQ SQUARE AUTO AUTOMATIC FFE FNISH FLOOR ELEVATION MH MAN HOLE SR SINK RECEPTACLE FFL FINISHED FLOOR LINE MM MINIMUM SS STAINLESS STEEL 8D BOARD FMC FIRE HOSE CABINET MIR MIRROR SSK SERVICE SINK SORM BEDROOM FCN FINISHED) MISC MISCELLANEOUS SST STAINLESS STEEL BEL BELOW FIX FIXTURE MMS MEMBRANE ST STAIN SET BETWEEN FLO FLASHING MO MASONRYOPENING STA STATION BKT BRACKET FLR FLOORING) MTD MOUNTED STO STANDARD BLDG SUILDING FLUOR FLUORESCENT MTL METAL STL STEEL BILK BLOCK FPHB FREEZE PROOF HOSE BI8 MUL MULLION STO STORAGE OUR BOILER FR FIRE RATED MW MICROWAVE STRUCT STRUCTURE or STRUCTURAL BM BEAM FREZ FREEZER SUSP SUSPEND(ED) 00 BY OWNER FRM FRAME (N) NEW SV SHEET VINYL SOF BY OWNER, FUTURE FRP FIBERGLASS REINFORCED N NORTH SYM SYMMETRICAL BOT BOTTOM PANELLING) NIC NOT W CONTRACT SYS SYSTEM BOW BOTTOM OF WALL FRT FIRE RETARDANT TREATED NO NUMBER BRG BEARNING FT FEET NOM NOMINAL T TREADS BSMT BASEMENT FTG FOOTING NTS NOT TO SCALE T &B TOP AND BOTTOM FURR FURRING T &G TONGUE AND GROOVE CAB CABINET FUT FUTURE OA OVERALL T8 TOWEL BAR CATV CABLE TELEVISION FV FIELD VERIFY OC ON CENTER TEL TELEPHONE CB CATCH BASIN DO OUTSIDE DIAMETER THK THICK or THICKNESS CCD CONSTRUCTION CHANGE GA GAUGE OFF OFFICE THR THRESHOLD DIRECTIVE GALV GLAVANIZED OH OPPOSITE HAND THRU THROUGH CCTV CLOSED CIRCUIT TELEVISION G0 GRAB BAR OPG OPENING TO TOP OF OEM CEMENT GCMU GLAZED CONCRETE MASONRY OPP OPPOSITE TOC TOP OF CONCRETE DER CERAMIC UNITS) OTO OUTSIDE- TO-OUTSIDE TOV TOWN OF VAIL CFL COUNTERFLASHING GO GRADE TCW TOP OF WALL CG CORNER GUARD GEN GENERAL PAC PREVIOUSLY AWARDED TPH TOILET PAPER HOLDER DIP CAST IN PLACE GFP GAS FIRE PLACE CONTRACT TPTN TOILETPARTITION CJ CONTROL JOINT G1 GALVINIZEOIRON PARTN PARTITION TV TELEVISION CK CAULK(ING) GL GLASS PF0 PREFABRICATED TYP TYPICAL CL CENTERLINE ONO GROUND PH PHONE CLG CEILING OPT GROUT PL PLATE UL UNDERWRITER'S LABORATORY CLL CONTRACT LIMIT LINE GYP GYPSUM WALL BOARD PLAM PLASTIC LAMINATE UNF UNFINISHED CLOS CLOSET PLAS PLASTER LION UNLESS OTHERWISE NOTED CLR CLEARANCE H0 HOSE Bib PLNK PLANK UM UNLESS OTHERWISE SPECIFIED CMU CONCRETE MASONRY UNIT HC HOLLOWCORE PLWD PLYWOOD UR URINAL CNTR COUNTER HO HEAD PNL PANEL DO CLEAN OUT HDCP HANDICAP(PED) PNT PAINT V VACUUM COL COLUMN HORL HAND RAIL PLATO PAINTED VB VAPOR BARRIER CON CONCRETE HOWD HARDWOOD PORC PORCELAIN VCP VITRIFIED CLAY PIPE CONN CONNECTION HM HOLLOWMETAL PR PROPOSAL REQUEST VCT VINYL COMPOSITION TILE CONST CONSTRUCTION HORIZ HORIZONTAL PR PAIR VERT VERTICAL CONT CONTINUOUS HR HOUR PROD PROJECT VEST VESTIBULE CONTR CONTRACT(OR) HTR HEATER PSF POUNDS PER SQUARE FOOT VIN VINYL CORR CORRIDOR HVAC HEATING, VENTILATION and AIR PSI POUNDS PER SQUARE INCH VTR VENT TO ROOF CPT CARPET CONDITIONING PTO PAPER TOWEL 'AMC VINYL WALL COVERING CT CERAMIC TILE DISPENSERIRECEPTACLE GTR CENTER ISC INTERNATIONAL BUILDING CODE PV PAVEMENT W WASHER CTSK COUNTERSINK or INSTALLED BY CONTRACTOR !D INSIDE DIAMETER OT QUARRY TILE WI WITH IN INCH W/o WITHOUT 0 DRYER INFO INFORMATION R RISERS WATER -i2ES WATER RESISTANT OBL DEPT DOUBLE DEPARTMENT INSUL INSULATION. INSULATED RAD RADIUS WB WASTEBASKET DET DETAIL INT INTERIOR RD ROOF DRAIN WO WATER CLOSET OF DRINKING FOUNTAIN INTX INTERSECTION RE REFER TO or REFERENCE WD WOOD DIA DIAMETER INV INVERT RED RECESSED) WIDE FLANGE DIAL DIAGONAL REF REFRIGERATOR or REFRIGERATED WIN WI N WP WINDOW WATERPROOFING) DIM DIMENSION JAN JANITOR REINF REINFORCED WPT WORKINGPOINT ON DOWN JB JUNCTION BOX REQ'D REQUIRED OR DRAIN JT JOINT RES RESISTANT W VJYJF WF WAINSCOT WELDED WIRE FABRIC OS DOWNSPOUT RESIL RES LIENT DW DISHWASHER K.O. KNOCKDOWN RET RETAINING DWG DRAWING K.O. KNOCKOUT REV REVISE, REVISED or REVISION DWR DRAWER KIT KITCHEN RF RESILIENT FLOORING KPL KICK PLATE RFG ROOFING E EAST RFL REFLECTED EA EACH LAB LABORATORY RL RAIN LEADER EH EXHAUSTFAN LAM LAMINATE RM ROOM EJ EXPANSION JOINT LAV LAVATORY RO ROUGH OPENING EL ELEVATION LBL LABEL ROD ROOF OVERFLOW DRAIN ELECT ELECTRICAL LIN LKR LINEN LOCKER RS ROUGHSAWN .. ................ 10 ML 0 ROUND W/ WITH 0 DEGREES PARTICLE BOARD PLUS OR MINUS R PROPERTY LINE < ANGLE BATT INSULATION CENTER LINE [RUO tcel mm DETAIL DESIGNATOR DOOR DESIGNATOR 1 i WALL TYPE SHEET WHERE SHOWN SIM � DOOR NUMBER 1 DETAIL NUMBER ROOM NUMBER A101 s WINDOW DESIGNATOR BUILDING SECTION DESIGNATOR 1 SIM SECTION LETTER A101 SHEET WHERE SHOWN LEVEL INDICATOR NAME ELEVATION 100' -0'• SPOT ELEVATION INTERIOR ELEVATION DESIGNATOR 1� ELEVATION NUMBER ; NUMBER GRID LINE R ROO NUMBER REVISED AREA 1 OF DRAWING ADDENDUM EXTERIOR ELEVATION DESIGNATOR 1 ELEVATION NUMBER A301 SHEET NUMBER 1 � FA AA i 00 00 00 CONSTRUCTION SPECIFICATION INSTITUTE SECTION NUMBER - REFER TO PROJECT MANUAL FOR PRODUCT SPECIFICATION � 4' -5" FACE OF STRUCTURE TO FACE OFSTRUCTURE z SHEET NAME DESIGNED BY PRICING SET C.I.P. CONCRETE STEEL PARTICLE BOARD o�ao o��o c F PA COMPACTED BACKFILL GRAVEL LUMBER WOOD BATT INSULATION RIGID INSULATION CMU STONE PAVERS NEW WALL EXISTING WALL PLYWOOD SHEET # SHEET NAME DESIGNED BY PRICING SET C.I.P. CONCRETE STEEL PARTICLE BOARD STONE PA P: F: 970.476.4946 08.19.11 BATT INSULATION RIGID INSULATION CMU STUCCO CONTRACTOR: v� h N LT A101 I PA \ 07,22.11 08.19.11 tt SITE DETAILS PA 07.12.11 0722.11 08.19.11 �J L..�.. © c M 0 STONE CONCRETE TOPPING GROUND LINE WOOD SIDING SHEET # SHEET NAME DESIGNED BY PRICING SET PRICING SET DRE ISSUANCE BUILDING PERMIT A000 COVER SHEET PA P: F: 970.476.4946 08.19.11 EX101 AS -BUILT SURVEY MAP AE CONTRACTOR: 08.19.11 A101 PROPOSED SITE PLAN PA 07.12.11 07,22.11 08.19.11 A102 SITE DETAILS PA 07.12.11 0722.11 08.19.11 �J INEMM"s-g-ji'M w OWNER'S REP: CASCADE VILLAGE METROPOLITAN DISTRICT PLANNER: COMPANY CIO DON MACLACHLAN CONTACT PERSON 1476 WESTHAVEN ADDRESS VAIL, COLORADO 81657 ADDRESS P: 970.476.6106 P: F: 970.476.4946 F: E: E: DMACLACHLAN @DESTINATIONHOTELS.COM CONTRACTOR: COMPANY ARCHITECT: PIERCE ARCHITECTS CONTACT PERSON BILL PIERCE, PRINCIPAL IN CHARGE ADDRESS 1650 E. VAIL VALLEY DRIVE, C1 ADDRESS VAIL, COLORADO 81657 p P: 970.476.6342 F E: SILL @VAILARCHITECTS.COM E - _? - 9 FA 9 1 M I I L !1 9 LEGAL DESCRIPTION OF PROPERTY: THERE IS NO LEGAL DESCRIPTION FOR THIS PROPERTY 1 •1 �• BUILDING CODE: 2009 IBC MECHANICAL CODE: 2009 IMC PLUMBING CODE: 2009 IPC ELECTRICAL CODE: 2008 NEC ENERGY CODE: 2009 IECC FUEL GAS CODE: 2003 IFGC ffir* ... A y t9 4 ;10% WA OF S 4 l f t Ca ,✓ ��` r` o!e" Matterhorn Cir 1 I • i o n NO r I LIFT 20 BASE IMPROVEMENTS CVMD ISSUE RECORD 1: • s 1 650 Fallridge Road, Suite C -1 Vail, CO 81657 Q970) 476 -4901 p.(970)476 -6342 COVER SHEET z LLJ ( 1 Z 7 L..�.. © c M 0 LLJ`®0 v w < w Q _i a < r W V J —I W cz C) a� U< U. 1 650 Fallridge Road, Suite C -1 Vail, CO 81657 Q970) 476 -4901 p.(970)476 -6342 COVER SHEET U ,498 --f-8045.54 4 &NER 4&�E W �I I I �I 0 0 t') ) eoo 0 h z % E (D 91 1 045.68 X - 0 tj � < Uj 0 U- SURVEYOR'S NOTES eOO -0 0 LLJ 0 1 . DATE OF SURVEY: MAY 5, 2005 A 2. BASIS OF BEARING: BEARINGS ARE BASED ON STATE PLANE COORDINATES, COLORADO CENTRAL ZONE. If N21*51'29"E BETWEEN ALPINE ENGINEERING CONTROL POINTS CID CINCO DE MAYO AND CP TALENT. 3. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A CURRENT TITLE REPORT AND THEREFORE DOES NOT 497 If �� OW 0 < 047.84 NECESSARILY INDICATE ALL ENCUMBRANCES ON THE PROPERTY. w 4. BASIS OF ELEVATIONS: HARN CONTROL POINT "SPRADDLE", ELEVATION = 8287.82 (NAVD 88). 5. A BOUNDARY SURVEY OF THE SUBJECT PROPERTY HAS NOT BEEN PERFORMED, 492 "14 048.94 eoa 61 $ SURVEYOR CERTIFICATE 8 050- all I Dona B. Spigener a Registered Professional Land Surveyor in the State of Colorado, 496 do hereby certify that this Survey is true and accurate to the best of my knowledge, 050.85 information and belief, that it was prepared by me or under my direct supervision, and " and that it is in accordance with applicable standards at the time of the survey. This certificate is not a guaranty or warranty, either expressed or implied, ASPHALT DRIVE 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Dona B. Spigener PLS#33655 ( 493 091 151.89 T� - Mkwall < O§ba af 0 Date 150 - +80 6.72 W > 0 CP TALENT 667 613 ,� U. 053jen�f--- cp.ta - 24 1504 - --�8047.84 W grd rd@rock wall ig UL 0 Co 0 z OZo 495 505 300 e0a 2.68 494 --8048.39 grd@rockwall D 619 8052.2 052.72 0 + 052.75 -grd e0a 1 685 < 618 TOW=8052-4- 2. 052.72 + W _j@§72 wall grd c rd@rockwall 506 47 c ®r ockwall GRAPHIC SCALE 6 14 0 + 052.4 8 Ou�tzcb 10 0 5 10 20 40 o 617 052.91 ia�vcb 53.93 IN FEET 83 one 95985 c I inch = 10 ft. cr 620 +4053.17 95 13cp bcr * 0 TICKET OFFICE 80 054.00 37 C07 cr 77 .3Y 959.79 r --- E052.48 c rd@rockwall cr E E507 615 -4 -Q6Z%70 1 0 > i48 79 052.52 tDg4&�bb 053.89 6 °g + ELECTRIC BOX 7 0 ' 5 56 bcr z 89 �3.6 76 'y Ln < t co 0� Sc 8x 959.75 < < -1 M �2 3. bcr < Ln z 0 9 e meter < 'L 959.13 > ' a Z z W bcr < Lj >- < cr. z 616 85 0 � - w iE < z I Ld z Cr < 0 <1 45 47- ---- 053.16 ' z - C ' - - 46 5d? - 11, 8062.72 0 2.91 , -+052-96---- I - >- Uj u > Z' C'0� 2grd , - -,-- 1-11 ' 5 !� L grd 052.98 43 si c 5 , 0 or. tron spad 052.71 -+�- 0 - S --% grd TRANSFORMER TOR PAD 51 Z" 053.17 �.89 670 B 71 - OD52 37 !e 0 > z Q 4� S 0 46 X cor.tronspod 050P 8052,4 )p 7 Lli 0. U 4: 64 -052.60 B06 --,"053.00 052�92 2jd 5 LIFT epo -1 1 654 BASE 7 678 6 - 052.61 9 �08 0 V) P� S z r i z 0 < l u eQZ,,* 0 ad 52�47 9 UbT. 48 669 edge.twr 634 052.33 050.71 rock wall F Ld z >' 0 ? 0 z Ln W w cor.telpad 2C4WO DE MAYO 12d 1- 0 0 U o gpk4jnco.de.mayo tl < : - ir. W 1 0 U j - ----- C CRET 052�96 ORM GRATE 0 0 < X Z < M U- < X 5 top.conc M.771 648 647 s 73 t6r! 638 3 050.45 052.58 052. t op. turf rf op.turf 052. 4 6�' 0 71 0 0 z �ti e 2 cone 052 8 99 op.turf 642 052.40 8 5 636 051.76 617 - 05 A 05 .77 aj3 EDGE OFPAVE S Op 0 2.46 egd op.turf 6 052.54 grd I / 'all 639 e 051.44 +1 Lij M ge.twr � top. 68 6.26 GRAVEL DRIVE 052.67 OP 8 5turf Do < CLY 00 0 egd eg, 646 635 w < n 00 052.48 71 op.turf 640 051. � 5 �p051.25 < 6 2.66 ego grd top. 0�� ry w w 651 TURF - A 70 62 650 ob2patur 052.54 i- On. M D < 7) 8 egd op.turf i 0 n 69 93 .09 052.83 631 W1.88 Ln In 0 egd cr 52.2 TURF rt $052.0 33 ry n CL 1`11-) 95 0 4 9 79 rd -F = V) C'. C" C\j 2.89 41[7R bcr 1.92 Ln bcr twr to 0 w C) 0 BUILDING 1-- -F I-- 0 top. turf TMIN OF VA � - 0 L, 0 M M :D DESIGN REVI 0 0 (f) 6 0 051.95 STAFF APP 0 1 111 7 < U P. 1. 28 6 R81W 6 32 top.turf 0, 7 ry n Lij < 052.14 CENTER 1/4 CORNER SECTION 12, T5S 052.6 9 " & Ld V) eop FOUND 1 WHITE CAP ON 5/8 op. 0 keo -1/2" Al IRON ROD, IS 12770" 9 -- 052.93 r top�conc SHEET 050.22 1 0 F I bcr ' '` -*04r-' '---�w � ` / . . . . -_. . . - «wu-_. � ` . - _--- - ` `-�-- 8047.4' ( GRADE @ROCKYYALL . . . . - `-u051-_ .- . . ` . . . . . . . . ' ./. . NEW CONCRETE BAND BETWEEN NEW PAVERS & EXIST. PAVEMENT LIMITS OF DISTURBANCE TICKET OFFICE NEW CONCRETE PROVIDE FREEZE STEPS PROOF HOSE BIBB NEW 8" CMP OVERFLOW FOR TEMPORARY 8052.3(E) 3LOPE 2" - OVERFLOW OUTLET 6" ABOVE BOTTOM OF OUTLET IRRIGATION EXIST. TO EXISTING DRAIN CONCRETE A102 SLAB NEW STEEL JEW P HANDRAILS NEW STORM GRATE - TOP OF STORM GRATE 80495- TIE INTO 8051 Bo- IN STORM MANHOLE EXISTING WOOD EXIST. ELEV. 8052- STAIRS RANSFORMER,��\\ 8052.6' LOWER GANTRY FOUNDATION NEW 8" CMID `~--� /-� `�Z �-�---'--''- ------ NEVVGRADE < k�T � -,^~`_-'.'' � »*�'� wtvv /m«btx STEPS TO''-'^ MATCH EXIST. .___'/' GIPM ' ' � \ EXISTIN6STOR TO RE MAIN LOWERTOPOF GRATE TO 8049 LOWERTO \ \ ` NEW CONCRETE STEPS c- 8051.1' NEW STEEL HANDRAILS ' BLDG ` ___-/ PROVIDE WATER CONNECTION FOR / \ . SNOW MAKING oswTsn wuonwsn � .��mo�w / FOUND 1-1/2" TRANSITION RAILING HEIGHT FROM ---� IRON ROD, "LS 1uno ` MATCH EXIST. TDHANDRAIL HEIGHT PER CODE & DETAIL 5AA102 NEW EXTENSION OFCONCRETE --� WALL & RAILING - MATCH EXIST. RAILING HEIGHT co // \ x_ \ ` ' ' ' - ------- �— -DBNOEXIST.PAVERS AND REPLACE EXIST. ' STATUE ON NEW . OONC.FOUNDAT(ON 8052.6 (E) \ | � GRAPE @ROOKVVALL ORMS / ------ DEMOLISHED CONTOUR LIMITS OF DISTURBANCE AREA 0F NEW PAVERS AREA OF PAVERS TO BE REMOVED AREA OF NEW STEPS OR WALL 1. ASSUMED SNOW ELELVATION OF 8052.0 N �L 19 :4 � A 0 � ������ 1"��10L0" �����U / ` ' ` � � � � ` ` ` ` 8048.7' GRADE @ ROCK WALL 8048.4' GRADE @ ROCK WALL 8040.5' GRADE @ ROCK WALL 2 | | GRAOE@ ROCK WALL | RDCKVVALL - ADDSTONE CAP TOP OFRAILING ' 8055.75' || - .---TOP OFEXIST. WALL 8052.97' ISSUE RECORD PRICING SET PRICING SET 1650 RV|hdge Road Suite C-1 Vail, [OD1657 Q970) 476-4901 p.(970)476-6342 PROPOSED SITE PLAN LLJ U.J > L 7 Z CL. re 00 < __j U. 1650 RV|hdge Road Suite C-1 Vail, [OD1657 Q970) 476-4901 p.(970)476-6342 PROPOSED SITE PLAN T.S. 4" X 2" T.S. 2" X 2" REUSE EXIST. CAPSTONE � L-/1 I V 1. VV I 't V. N" I " SECT THRU CONCR ffimfib NEW HANDRAIL @ 5'-0" O.C. MAX. 8052.3' TOP OF E)�JSf PAVER - F 1`4 W PAVER 0 � NEW PAVERS NEW CONCRETE STEPS PAVERS - #5 @ 16" O.C. ETE STEPS 3/4" = 1' -0 t 1 ' - 0 " - f t_ ^ I v I. %11 1 4 %.11 N L- I L- 01 - I 1 11 Ir'., %,L_V IV ­ PAVER S 805LIL TOP - O O Iff W - NEW PAVERS NEW CONCRETE STEPS 3/4" = 1 . -0 ll NEW HANDRAIL @ 5'-0" Q.C. MAX. 8055 .3' Tb N(fR i EXIST ETE NOTE: PROPOSED WALL RAILING TO MATCH EXISTING GREEN RAILING ON BUILDING RAILING ELEVATION 8055.75' T.O. RAILING 8053.0'+/- T. EXIST. WA LL 8052.0' ,S PN 8051.0 A7PP dR P� 3/4" = 1 1 -0 11 8055.75 T.O. RILING NEW STEEL RAILING TO MATCH EXIST. GREEN RAILING ON BUILDING REUSE EXIST. CAPSTONE 8053L.O' \ � A ±/ T.O. EXIST L� - 8052 .0' ELEVATION NATURALSTONE FACING NEW GRADE STUCCO 3/4" = 1' -0" -11. -- CEMENT COATING REI't EXIST. G EXIST, CAPSTONES TO BE REMOVED. THICKNESS VARIES (2" - 5") EXIST. COATING TO BE REMOVED EXIST. BOULDERS ATE 3/411 11-011 ISSUE RECORD r 1 PRICING SET 07.22.11 PRICING SET 08.19.11 DR13 SUBMITTA 1650 Fallridge Road, Suite C-1 Vail, CO 81657 Q970) 476-4901 p.(970)476-6342 SITE DETAILS 6'- n" MAX PO.I;T,;PA('IN(' , z U.J Z LLJ > r) U-j > < 7 C) Z C rl 0 00 ��� LL J -... L) U-j u Uj < — < < > > LLJ r') 0 < r) r) < U U. 1650 Fallridge Road, Suite C-1 Vail, CO 81657 Q970) 476-4901 p.(970)476-6342 SITE DETAILS 6'- n" MAX PO.I;T,;PA('IN(' ,