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Home My WebLink AboutB07-0275 PLANS SOLARIS VOLUME 2 ARCHITECTURAL CORE SHELL.pdf � ' . � - - � � . _ .. � . . 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SUITE ,��, _ � � °� � °� VAIL COLORADO 81657 � � EDWARDS CO 8 'l632 �� a � ' �` � � GARY Pv9. , rd :� � � P� DA�R� �„ i ; � {, ;� � � � � � v,� �/ V �OX ( 970 ) 479 - 7566 qQpROVED � VOX ( 970 ) 926 - 89 � 0 �� ;��.��, � � Subject to inspection and Compliance to all . F �► X ( 970 ) 479 6666 T • �� _� �' � � �� , RG`� y�Oh �,, relevant Adopted Bwlding and Ibiurnc�pal Codes. , , .� ( 9 0 ) 9 6 � n � \ ) Changes in Plans MUST i�e approved. � � � � � �� MEP ARCHITECTURAL UNIT � MEP - UNITS , �, � LL a :�� , Date �l By A'1 , � , . . , i �- "" _ - ` � g . � =,s .E ' ` = �`' „ � . . . , FINAL CD ISSUE - 8 AUG 08 Code:_.� , ,- _ � � �. �, k . � � _ _ - 1 __' - _ _ _ _ _ _ _ � \ \ e.« � ' _ _ l �r � SHEET INDEX SHEET INDEX SHEET INDEX SHEET INDEX Sheet Sheet Sheet Sheet � . - Number Sheet Name Number Sheet Name Number Sheet Name Number Sheet Name � G1 01 SHEET INDEX VOLUME 2 A3 30 ELEVATIONS A6 12 ENLARGED BALCONY PLANS AND ELEVATIONS WP12 02 FOUNDATION WATERPROOFING G1 02 GENERAL NOTES A3 31 ELEVATIONS A6 13 ENLARGED BALCONY PLANS AND ELEVATIONS WP12 03 FOUNDATION WATERPROOFING 1 03 C ESSI ,� A3 32 ELEVATIONS A6 14 ENLARGED BALCONY PLANS AND ELEVATIONS WP12 10 LEVEL 1 WATERPROOFING LSAM - 1 ADMINISTRATIVE MODIFICATION A3 33 ELEVATIONS A6 15 ENLARGED BALCONY PLANS AND ELEVATIONS WP12 11 LEVEL 1 WATERPROOFING LSAM - 2 ADMINISTRATIVE MODIFICATION A3 34 ELEVATIONS A6 16 ENLARGED BALCONY PLANS AND ELEVATIONS WP12 20 PROMENADE WATERPROOFING ( LEVEL 2) � � �' � r'� 1 1 '] � tS LSAM - 3 ADMINISTRATIVE MODIFICATION A3 35 ELEVATIONS A7 01 GARAGE LEVEL REFLECTED CEILING PLAN WP12 21 PROMENADE WATERPROOFING ( LEVEL 2) LSAM - 4 ADMINISTRATIVE MODIFICATION A3 36 ELEVATIONS A7 02 GARAGE LEVEL ENLARGED REFLECTED CEILING PLAN-AREA # 1 WP12 30 TERRACE WATERPROOFING ( LEVEL 3) LSAM - 5 ADMINISTRATIVE MODIFICATION A3 37 ELEVATIONS A7 03 GARAGE LEVEL ENLARGED REFLECTED CEILING PLAN-AREA #2 WP12 31 TERRACE WATERPROOFING ( LEVEL 3) LSAM - 6 ADMINISTRATIVE MODIFICATION A3 38 ELEVATIONS A7 04 GARAGE LEVEL ENLARGED REFLECTED CEILING PLAN-AREA #3 WP12 32 TERRACE WATERPROOFING ( LEVEL 3) LSAM - 7 ADMINISTRATIVE MODIFICATION A3 39 ELEVATIONS A7 05 GARAGE LEVEL ENLARGED REFLECTED CEILING PLAN -AREA #4 WP12 40 UPPER LEVELS WATERPROOFING 2301 BLAKE ST , STE #100 LSAM - 8 ADMINISTRATIVE MODIFICATION A3 40 ELEVATIONS A7 06 GARAGE LEVEL ENLARGED REFLECTED CEILING PLAN -AREA #5 A13 01 INTERIOR PARTITION TYPES DENVER, co�oRa�o 8o2os 303 861 8555 F 303 861 3027 LSAM - 9 ADMINISTRATIVE MODIFICATION A3 41 ELEVATIONS A7 07 LEVEL 1 REFLECTED CEILING PLAN A13 02 INTERIOR FLOOR & CEILING ASSEMBLIES LSAM - 10 ADMINISTRATIVE MODIFICATION A3 42 ELEVATIONS A7 08 LEVEL 1 ENLARGED REFLECTED CEILING PLAN -AREA # 1 A13 03 INTERIOR DETAILS 0225 MAIN STREET UNIT C101 EDWARDS , COLORADO 81632 LSAM - 11 ADMINISTRATIVE MODIFICATION A3 43 ELEVATIONS A7 09 LEVEL 1 ENLARGED REFLECTED CEILING PLAN -AREA #2 A13 04 RCP DETAILS 970 926 8960 F 970 926 8961 ° LSAM - 12 ADMINIST TIVE MODIFICATION A3 44 ELEVATIONS A7 10 LEVEL 1 ENLARGED REFLECTED CEILING PLAN -AREA #3 A13 05 DETAILS - S �E ' MMA�R A3 45 ELEVATIONS A7 11 LEVEL 1 ENLARGED REFLECTED CEILING PLAN -AREA #4 A14 01 DOOR TYPES LS 0 00 GARAGE LEVEL OVERALL LIFE SAFETY PLAN A3 46 ELEVATIONS A7 12 LEVEL 1 ENLARGED REFLECTED CEILING PLAN -AREA #5 A14 02 CUSTOM WOOD DOORS AND FRAME DETAILS LS 1 00 FIRST LEVEL OVERALL LIFE SAFETY PLAN A3 47 ELEVATIONS A7 13 LEVEL 2 REFLECTED CEILING PLAN A14 03 HOLLOW METAL FRAME DETAILS LS 2 00 SECOND LEVEL OVERALL LIFE SAFETY PLAN A3 48 ELEVATIONS A7 14 LEVEL 2 ENLARGED REFLECTED CEILING PLAN-AREA # 1 A14 04 HOLLOW METAL FRAME DETAILS LS 2 01 SECOND LEVEL OVERALL LIFE SAFETY SECTIONS A3 49 ELEVATIONS A7 15 LEVEL 2 ENLARGED REFLECTED CEILING PLAN-AREA #2 A14 05 DOOR FRAME DETAILS LS 3 00 THIRD LEVEL OVERALL LIFE SAFETY PLAN A3 50 ELEVATIONS A7 16 LEVEL 2 ENLARGED REFLECTED CEILING PLAN-AREA #3 A14 06 HOLLOW METAL FRAME DETAILS LS 4 00 FOURTH LEVEL OVERALL LIFE SAFETY PLAN A3 51 ELEVATIONS A7 17 LEVEL 2 ENLARGED REFLECTED CEILING PLAN -AREA #4 A14 07 ELEVATOR DOOR DETAILS LS 5 00 FIFTH LEVEL OVERALL LIFE SAFETY PLAN A3 52 ELEVATIONS A7 18 LEVEL 2 ENLARGED REFLECTED CEILING PLAN -AREA #5 A14 10 WINDOW SCHEDULE � LS 6 00 SIXTH LEVEL OVERALL LIFE SAFETY PLAN A3 53 ELEVATIONS A7 19 LEVEL 3 REFLECTED CEILING PLAN A14 11 WINDOW SCHEDULE LS 7 00 SEVENTH LEVEL OVERALL LIFE SAFETY PLAN A3 54 ELEVATIONS A7 20 LEVEL 3 ENLARGED REFLECTED CEILING PLAN -AREA # 1 A14 14 STOREFRONT ELEVATIONS LS 8 00 EIGHTH LEVEL OVERALL LIFE SAFETY PLAN A3 55 ELEVATIONS A7 21 LEVEL 3 ENLARGED REFLECTED CEILING PLAN -AREA #2 A14 15 STOREFRONT ELEVATIONS A R HITE T LS 9 00 NINTH LEVEL OVERALL LIFE SAFETY PLAN A3 56 ELEVATIONS A7 22 LEVEL 3 ENLARGE REFLECTED CEILING PLAN -AREA #3 A14 16 STOREFRONT SCHEDULE & ELEVATIONS A1 01 LOADING AND DELIVERY PLAN WITH TURNING MOVEMENTS FOR SU-30 A3 57 ELEVATIONS A7 23 LEVEL 3 ENLARGE REFLECTED CEILING PLAN -AREA #4 1936 MONTAUK HIGHWAY WITH TRASH DUMPSTER A3 58 ELEVATIONS A7 24 LEVEL 4 REFLECTED CEILING PLAN BRIDGEHAMPTON , NY 11932 A1 02 LOADING AND DELIVERY PLAN WITH TURNING MOVEMENTS FOR SU-50 631 537 3555 F 631 537 0558 A3 AM1 ADMIN MOD 1 A7 25 LEVEL 4 ENLARGED REFLECTED CEILING PLAN -AREA # 1 A2 01 GARAGE LEVEL PLAN - OVERALL 210 Edwards Village Blvd , suite �-207, Po Box s7s A3 AM2 ADMIN MOD 2 A7 26 LEVEL 4 ENLARGED REFLECTED CEILING PLAN -AREA #2 Edwards , CO 81632 A2 02 GARAGE LEVEL ENLARGED PL4N _AREA # 1 A3 r� D rIRC ; Cf'ARATION DI �TANCC ,°�� 27 LCVCL -� CNLf�RGCD RCrLCCTCD CCILING PLHN -Af�CA #� `��n Q�� 41 �� A2 03 GARAGE LEVEL ENLARGED PLAN -AREA #2 A4 01 BUILDING SECTIONS A7 28 LEVEL 4 ENLARGED REFLECTED CEILING PLAN -AREA #4 ISSUE/REVISION DATE NO A2 04 GARAGE LEVEL ENLARGED PLAN -AREA #3 A4 02 BUILDING SECTIONS A7 29 LEVEL 5 REFLECTED CEILING PLAN A2 05 GARAGE LEVEL ENLARGED PLAN -AREA #4 A4 03 BUILDING SECTIONS A7 30 LEVEL 5 ENLARGED REFLECTED CEILING PLAN -AREA #2 OWNER REVIEW 16APR08 A2 06 GARAGE LEVEL ENLARGED PLAN -AREA #5 A4 04 BUILDING SECTIONS A7 31 LEVEL 5 ENLARGED REFLECTED CEILING PLAN -AREA #3 CONSTRUCTION DOCUMENTS sAU �os AZ O7 LEVEL 1 PLAN - OVERALL TOWN OF VAIL UPDATE 5FE609 A4 05 BUILDING SECTIONS A7 32 LEVEL 5 ENLARGED REFLECTED CEILING PLAN -AREA #4 TOWN OF VAIL UPDATE 2ssEPOs -� A2 08 LEVEL 1 ENLARGED PLAN -AREA # 1 A4 06 BUILDING SECTIONS A7 33 LEVEL 6 REFLECTED CEILING PLAN , A2 09 LEVEL 1 ENLARGED PLAN -AREA #2 A4 07 BUILDING SECTIONS A7 34 LEVEL 6 ENLARGED REFLECTED CEILING PLAN -AREA #2 REVISIONS DESCRIPTION DATE NO ' A2 10 LEVEL 1 ENLARGED PLAN -AREA #3 A4 08 BUILDING SECTIONS A7 35 LEVEL 6 ENLARGED REFLECTED CEILING PLAN -AREA #3 A2 11 LEVEL 1 ENLARGED PLAN -AREA #4 A4 09 BUILDING SECTIONS A7 36 LEVEL 6 ENLARGED REFLECTED CEILING PLAN -AREA #4 TOV UPDATE 28SEP09 � A2 12 LEVEL 1 ENLARGED PLAN -AREA #5 A4 10 WALL SECTIONS A7 37 LEVEL 7 REFLECTED CEILING PLAN A2 13 LEVEL 2 PLAN - OVERALL A4 11 WALL SECTIONS A7 38 LEVEL 7 ENLARGED REFLECTED CEILING PLAN -AREA #2 A2 14 LEVEL 2 ENLARGED PLAN -AREA # 1 A4 12 WALL SECTIONS A7 39 LEVEL 7 ENLARGED REFLECTED CEILING PLAN -AREA #3 A2 15 LEVEL 2 ENLARGED PLAN -AREA #2 A4 13 WALL SECTIONS A7 40 LEVEL 7 ENLARGED REFLECTED CEILING PLAN -AREA #4 A2 16 LEVEL 2 ENLARGED PLAN -AREA #3 A4 14 WALL SECTIONS A7 41 LEVEL 8 REFLECTED CEILING PLAN A2 17 LEVEL 2 ENLARGED PLAN -AREA #4 A4 15 WALL SECTIONS A7 42 LEVEL 8 ENLARGED REFLECTED CEILING PLAN -AREA #2 A2 18 LEVEL 2 ENLARGED PLAN -AREA #5 A4 16 WALL SECTIONS A7 43 LEVEL 8 ENLARGED REFLECTED CEILING PLAN -AREA #3 A2 19 LEVEL 3 PLAN - OVERALL A4 17 WALL SECTIONS A7 44 LEVEL 8 ENLARGED REFLECTED CEILING PLAN -AREA #4 A2 20 LEVEL 3 ENLARGED PLAN -AREA # 1 A4 18 WALL SECTIONS A7 45 LEVEL 9 REFLECTED CEILING PLAN �� CO` O A2 21 LEVEL 3 ENLARGED PLAN -AREA #2 A4 19 WALL SECTIONS A7 46 LEVEL 9 ENLARGE REFLECTED CEILING PLAN- AREA #3 � A2 21 -A LOADING DOCK MEZZANINE A4 20 WALL SECTIONS Al2 01 EXTERIOR WALL & ROOF TYPES � R • � � ADAAJiS � A2 22 LEVEL 3 ENLARGED PLAN -AREA #3 A4 21 WALL SECTIONS Al2 01A EXTERIOR FLOOR TYPES �_ � � � � A2 23 LEVEL 3 ENLARGED PLAN -AREA #4 A4 22 WALL SECTIONS Al2 01 B ROOF TYPES UL LETTER <i � A2 24 LEVEL 4 PLAN - OVERALL A4 23 COLUMN SECTIONS Al2 02 EXTERIOR DETAILS ��i�s,� GN� G � � A2 25 LEVEL 4 ENLARGED PLAN -AREA # 1 A4 24 COLUMN SECTIONS Al2 03 EXTERIOR DETAILS DAR A2 26 LEVEL 4 ENLARGED PLAN -AREA #2 A4 25 COLUMN SECTIONS Al2 04 EXTERIOR DETAILS A2 27 LEVEL 4 ENLARGED PLAN -AREA #3 A4 26 TRELLIS SECTIONS Al2 05 EXTERIOR DETAILS A2 28 LEVEL 4 ENLARGED PLAN AREA #-4 A4 28 HAUNCH SECTIONS Al2 06 WATERPROOFING DETAILS A2 29 LEVEL 5 PLAN - OVERALL A4 29 WALL SECTIONS Al2 07 ROOF DETAILS A2 30 LEVEL 5 ENLARGED PLAN -AREA #2 A4 30 AIR INTAKE DUCT SECTIONS Al2 08 DETAILS A2 31 LEVEL 5 ENLARGED PLAN -AREA #3 A4 31 AIR INTAKE DUCT SECTIONS Al2 09 EXTERIOR DETAILS A2 32 LEVEL 5 ENLARGED PLAN - AREA #4 A4 32 CHIMNEY SECTIONS Al2 10 EXTERIOR DETAILS A2 33 LEVEL 6 PLAN - OVERALL A5 01 VERTICAL CIRCULATION ELEVATOR 1 Al2 11 EXTERIOR DETAILS A2 34 LEVEL 6 ENLARGED PLAN -AREA #2 A5 02 VERTICAL CIRCULATION ELEVATOR 2 Al2 12 EXTERIOR DETAILS A2 35 LEVEL 6 ENLARGED PLAN -AREA #3 A5 03 VERTICAL CIRCULATION ELEVATOR 3 Al2 13 EXTERIOR DETAILS A2 36 LEVEL 6 ENLARGED PLAN -AREA #4 A5 04 VERTICAL CIRCULATION ELEVATOR 4 PLANS - ELEVATOR 5 PLANS Al2 14 EXTERIOR DETAILS U '� A2 37 LEVEL 7 PLAN - OVERALL VT01 GENERAL ELEVATOR INFORMATION Al2 15 EXTERIOR DETAILS J A2 38 LEVEL 7 ENLARGED PLAN -AREA #2 VT02 PLANS AND HOISTWAY SECTION ELEVATOR 1A Al2 16 MATERIAL TRANSITION DETAILS w � i A2 39 LEVEL 7 ENLARGED PLAN -AREA #3 VT03 PLANS AND HOISTWAY SECTION ELEVATOR 2 Al2 16A MATERIAL TRANSITION DETAILS � A2 40 LEVEL 7 ENLARGED PLAN -AREA #4 � VT04 PLANS AND HOISTWAY SECTION ELEVATORS 3A & 3B Al2 17 MATERIAL TRANSITION DETAILS — � ,, � A2 41 LEVEL 8 PLAN - OVERALL VT05 PLANS AND HOISTWAY SECTION ELEVATORS 4A 4B , 5A 5B Al2 17A MATERIAL TRANSITION DETAILS � C� z \, A2 42 LEVEL 8 ENLARGED PLAN -AREA #2 A5 05 VERTICAL CIRCULATION STAIR 1 Al2 18 BALCONY RAILING TYPES - 0 � � � A2 43 LEVEL 8 ENLARGED PLAN -AREA #3 A5 05A STAIR 1 - MECHANICAL LOFT Al2 19 BALCONY RAILING DETAILS � � O ' A2 44 LEVEL 8 ENLARGED PLAN -AREA #4 A5 06 VERTICAL CIRCULATION STAIR 2 Al2 20 EXTERIOR DOOR & WINDOW DETAILS � O A2 45 LEVEL 9 PLAN - OVERALL A5 06A VERTICAL CIRCULATION STAIR 2 Al2 21 EXTERIOR DOOR & WINDOW DETAILS n/ � � � � A2 46 LEVEL 9 ENLARGED PLAN -AREA #3 A5 07 VERTICAL CIRCULATION STAIR 3 Al2 22 EXTERIOR DOOR & WINDOW DETAILS ��' 0 Q � A2 47 OVERALL ROOF PLAN � A5 07A VERTICAL CIRCULATION STAIR 3 Al2 23 EXTERIOR DOOR & WINDOW DETAILS Q � � A2 47-A ROOF MATERIAL & COLOR PLAN A5 08 VERTICAL CIRCULATION STAIR 4 Al2 24 ROOF DETAILS J w Q W A2 48 1 /4" ENLARGED ROOF PLAN-AREA A A5 08A VERTICAL CIRCULATION STAIR 4 Al2 25 ROOF DETAILS G J �.. A2 49 1 /4" ENLARGED ROOF PLAN -AREA B A5 09 VERTICAL CIRCULATION STAIR 5 / BOWLING ALLEY KITCHEN EXHAUST Al2 25A ROOF DETAILS O O O A2 50 1 /4" ENLARGED ROOF PLAN -AREA C A5 09A VERTICAL CIRCULATION STAIR 5 / BOWLING ALLEY KITCHEN EXHAUST Al2 26 ROOF DETAILS � U � A7 �i1 1 /d" FNI ARC; FI7 R [�[� F PI AN -ARFA I7 /�6 O�JB ST/�IR 6 PRES � URI�TION £ H�FT �/ENTIL/�TIONJ � H/\FT Jti12 27 ROOF DETJtiILE �� A2 52 1 /4 " ENLARGED ROOF PLAN -AREA E A5 10 VERTICAL CIRCULATION STAIR 6 Al2 28 ROOF DETAILS w J � � A2 53 1 /4" ENLARGED ROOF PLAN - AREA F _ A5 10A STAIR 6 MECHANICAL LOFT Al2 29 ROOF DETAILS Q A2 54 1 /4" ENLARGED ROOF PLAN -AREA G A5 11 VERTICAL CIRCULATION STAIR 7 Al2 30 CHIMNEY DETAILS & ZINC WALL TRANSITION DETAILS d- � � A2 55 1 /4" ENLARGED ROOF PLAN -AREA H A5 12 VERTICAL CIRCULATION STAIR 8 Al2 31 ROOFTOP COOLER SCREEN WALL DETAILS � Q A2 56 1 /4" ENLARGED ROOF PLAN -AREA J A5 13 VERTICAL CIRCULATION STAIR 9 - STAIR 10 - STAIR 11 Al2 32 ROOFTOP COOLER SCREEN WALL DETAILS J A3 01 OVERALL BUILDING ELEVATIONS - PLAZA A5 14 VERTICAL CIRCULATION STAIR 12 - RAMP 1 Al2 33 SHED ROOF DETAILS O A3 02 OVERALL BUILDING ELEVATIONS NORTH & EAST A5 15 VERTICAL CIRCULATION STAIR 13 - STAIR 14 - STAIR 15 - STAIR 16 Al2 34 CHIMNEY DETAIL PLANS � A3 03 OVERALL BUILDING ELEVATIONS WEST A5 17 VERTICAL CIRCUL�4TION STAIR19 Al2 40 PLAZA STAIR 01 PLAN , SECTION , AND DETAILS � A3 04 ELEVATIONS A5 18 VERTICAL CIRCULATION STAIR 21 - STAIR 22 Al2 41 STAIR C PLANS AND SECTIONS �� A3 05 ELEVATIONS A5 19 PIPE RISERS , TRASH CHUTE , & MECH SHAFT (WEST BUILDING)- PLANS & Al2 42 EXTERIOR DETAILS � A3 06 ELEVATIONS SECTIONS Al2 43 PLAZA STAIRS DETAILS A3 07 ELEVATIONS A5 20 PIPE RISERS , TRASH CHUTE , MECH SHAFT ( EAST BUILDING)- PLANS & Al2 44 EXTERIOR DETAILS A3 08 ELEVATIONS SECTIONS Al2 45 NORTH ENTRY SECTION & DETAILS A3 09 ELEVATIONS A5 21 CONDENSER PIPE RISER - PLANS & SECTIONS Al2 46 PLAZA STAIRS DETAILS A3 10 ELEVATIONS A5 22 CAR EXHAUST - PLANS & SECTIONS Al2 47 PLAZA STAIRS DETAILS A3 11 ELEVATIONS A5 23 BOWLING ALLEY EXHAUST/INTAKE Al2 48 EXTERIOR DETAILS STAIR 13 A3 12 ELEVATIONS A5 24 BOILER COMBUSTION AIR INTAKE- PLANS & SECTIONS Al2 60 EXTERIOR DETAILS A3 13 ELEVATIONS A5 25 BOILER FLUES - PLANS & SECTIONS Al2 61 EXTERIOR DETAILS A3 14 ELEVATIONS A5 26 GENERATOR EXHAUST & INTAKE - PLANS & SECTIONS Al2 62 EXTERIOR DETAILS SHEET I NDEX A3 15 ELEVATIONS A5 27 CHILLER EXHAUST & INTAKE - PLANS & SECTIONS Al2 63 EXTERIOR DETAILS VOLUME 2 A3 16 ELEVATIONS A5 28 ICE RINK EXHAUST & LOADING DOCK LIFT PLAN/SECTION Al2 64 EXTERIOR DETAILS A3 17 ELEVATIONS A5 29 THEATRE & RESTAURANT EXHAUST PLANS & SECTIONS Al2 65 EXTERIOR DETAILS A3 18 ELEVATIONS A5 30 GARAGE EXHAUST PLANS & SECTIONS Al2 66 EXTERIOR DETAILS A3 19 ELEVATIONS A6 01 ENLARGEQ BALCONY PLANS AND ELEVATIONS Al2 67 EXTERIOR DETAILS A3 20 ELEVATIONS A6 02 ENLARGED BALCONY PLANS AND ELEVATIONS Al2 68 EXTERIOR DETAILS A3 21 ELEVATIONS A6 03 ENLARGED BALCONY PLANS AND ELEVATIONS Al2 69 EXTERIOR DETAILS PLOTTED 12/3/2009 3 28 07 PM A3 22 ELEVATIONS A6 04 ENLARGED BALCONY PLANS AND ELEVATIONS Al2 70 EXTERIOR DETAILS - TIMBER & STEEL TRUSS & ORNAMENTAL ELEMENTS CHK' D BY Maggie Fitzgerald, AIA � j A3 23 ELEVATIONS A6 05 ENLARGED BALCONY PLANS AND ELEVATIONS Al2 71 EXTERIOR DETAILS - TIMBER & STEEL TRUSS & ORNAMENTAL ELEMENTS OO COPYRIGHT2 O6BYDAVISPARTNERSHIPPC ARCHITECTS A3 24 ELEVATIONS A6 06 ENLARGED BALCONY PLANS AND ELEVATIONS Al2 72 EXTERIOR DETAILS - TIMBER & STEEL TRUSS & ORNAMENTAL ELEMENTS A3 25 ELEVATIONS A6 07 ENLARGED BALCONY PLANS AND ELEVATIONS SHEET NUMBER Al2 73 EXTERIOR DETAILS - TIMBER & STEEL TRUSS & ORNAMENTAL ELEMENTS � A3 26 ELEVATIONS A6 08 ENLARGED BALCONY PLANS AND ELEVATIONS Al2 74 BALCONY EDGE DETAILS � A3 27 ELEVATIONS A6 09 ENLARGED BALCONY PLANS AND ELEVATIONS WP12 00 BELOW SLAB WATERPROOFING AND NOTES A3 28 � ELEVATIONS A6 10 ENLARGED BALCONY PLANS AND ELEVATIONS WP12 01 FOUNDATION WATERPROOFING � " - A3 29 ELEVATIONS A6 11 ENLARGED BALCONY PLANS AND ELEVATIONS FINAL CD ISSUE - 8 AUG 08 D P A PROJECT �E� '�Ul1ED BY06232 00 D�� ;�,�uiit Colorado �. - - - -- - -- - -- - - . �- L _ - .. _.,�-�_ �..�_� ., _ . _ < ABBREVIATIONS �� 4� ;;�Ea �� }, ; 14 ,, � AFF ABOVE FINISHED FLOOR EPS EXPANDED POLYSTYRENE BOARD (INSULATION) INSTL INSTALL R RADIUS UNO UNLESS NOTED OTHERWISE ACOUS INSUL ACOUSTICAL INSULATION COL COLUMN EJ EXPANSION JOINT INSUL INSULATION RCP REFLECTED CEILING PLAN UTIL UTILITY ACOUS PNL ACOUSTICAL PANEL CONC CONCRETE EXT EXTERIOR INT INTERIOR RE REFER TO ATC ACOUSTICAL TILE CEILING CMU CONCRETE MASONRY UNIT EGSB EXTERIOR GYPSUM SHEATHING BOARD � D INTERIOR DIAMETER REF REFRIGERATOR VIF VERIFY IN FIELD ADJ ADJUSTABLE CMPT COMPACT REQ REQUIRE VERT VERTICAL � ALM ALARM CD CONSTRUCTION DOCUMENTS FOC FACE OF CONCRETE LMST LIMESTONE REQD REQUIRED ALUM ALUMINUM CJ CONSTRUCTION JOINTiCONTROL JOINT FOM FACE OF MASONRY R RISER WH WALL HUNG � � � Archit tS �S ASTM AMERICAN SOCIETY OF CONSULT CONSULTANT FAX FACSIMILE MO MASONRY OPENING RM ROOM W/D WASHER / DRYER TESTING AND MATERIALS CONT CONTINUOUS FCU FAN COIL UNIT MATL MATERIAL RO ROUGH OPENING W/ WITH ARCH ARCHITECT CK TP COOK TOP FSTNR FASTENER �X MAX�MUM RS ROUGH SAWN W/O WITH OUT AiE ARCHITECT�ENGINEER COORD COORDINATE FT FEET�FOOT MECH MECHANICAL RB RUBBER BASE WD WOOD AD AREA DRAIN CU COPPER FC FIBER CEMENT ME MECHANICAL ENGINEER WBL WOOD BLOCKING AV AUDIO VISUAL FIN FINISH MECH RM MECHANICAL ROOM SLNT SEALANT �NI WROUGHT IRON ADC AUTOMATIC DOOR CLOSER DAT DATUM FF FINISH FACE MEMB MEMBRANE SHTHG SHEATHING WRB WEATHER RESISTANT BARRIER MTL METAL SHT SHEET D DEEP�DEPTH FIN FLR FINISH FLOOR MW MICROWAVE SM SHEET METAL 2301 BLAKE ST , STE #100 BKG BACKING DBL DOUBLE FIN GR FINISH GRADE MIN MINIMUM BALC BALCONY DEMO DEMOLITION FEC FIRE EXTINGUISHER CABINET SHV SHELVING DENVER, COLORADO 80205 MOD MODULAR SHR SHOWER 303 861 8555 F 303 861 3027 BRG BEARING DIAG DIAGONAL FPL FIRE PLACE MT MOUNT SIM SIMILAR 0225 MAIN STREET UNIT C101 BLW BELOW DIA DIAMETER F�� FIXTURE MTD MOUNTED BFF BELOW FINISH FLOOR DIM DIMENSION FLASH FLASHING SS STAINLESS STEEL EDWARDS , COLORADO 81632 MTG MEETING STD STANDARD 970 926 8960 F 970 926 8961 BRD BOARD DIR DIRECTION FLEX FLEXIBLE MULL MULLION STR STAIR BLR BOILER DW DISHWASHER Fp FLOOR DRAIN SF SQUARE FOOT BC BOOKCASE DSPL DISPOSAL NOM NOMINAL FLMT FLUSH MOUNT NIC NOT IN CONTRACT TEL TELEPHONE BOT BOTTOM DIST DISTANCE FTG FOOTING N NORTH BOS BOTTOM OF STEEL DIV DIVIDE FDTN FOUNDATION N TELEVISION I BRCG BRACWG DR DOOR NTS NOT TO SCALE TG TEMPERED GLASS I DR CL DOOR CLOSER F� FREEZER NO NUMBER TEMP TEMPORARY I BRKT BRACKET DR FR DOOR FRAME TSTAT THERMOSTAT , BRZ BRONZE GA GAUGE OC ON CENTER THK THICKNESS BLT IN BUILT-IN DS DOWNSPOUT GALV GALVANIZED BO BY OWNER OD OUTSIDE DIAMETER TBD TO BE DETERMINED � EA EACH GC GENERAL CONTRACTOR OPNG OPENING T&G TONGUE AND GROOVE CAB CABINET ELAST ELASTOMERIC G�Z GLAZING OPP OPPOSITE T&B TOP AND BOTTOM ' CAN CABLE TELEVISION ELEC ELECTRIC G�N GRANITE CLKJ CALKED JOINT ELEC DR OP ELECTRIC DOOR OPENER GROM GROMMET TOB TOP OF BEAM CPT CARPET EL ELEVATION GYP GYPSUM PT POINT TOC TOP OF CONCRETE CSWK CASEWORK ELEV ELEVATOR GWB GYPSUM WALLBOARD PNL PANEL TFF TOP OF FINISH FLOOR PRKG PARKING TOF TOP OF FOOTING CLG CEILING ENCL ENCLOSURE PERF PERFERATED TO FDN TOP OF FOUNDATION ENGY ENERGY HNDRL HANDRAIL PERIM PERIMETER TOM TOP OF MASONRY CLG HT CEILING HEIGHT ENGR ENGINEER HDW HARDWARE PLAM PLASTIC LAMINATE TOS TOP OF STEEL CTR CENTER HDR HEADER POLY POLYISO TOW TOP OF WALL CL CENTER LINE EQ EQUAL HT HEIGHT LB POUNDS T TREAD CMT CEMENT EQL SP EQUALLY SPACED HM HOLLOW METAL PWR POWER TRTD TREATED 1936 MONTAUK HIGHWAY CT CERAMIC TILE EQUIP EQUIPMENT HORIZ HORIZONTAL BRIDGEHAMPTON , NY 11932 ETC ET CETERAiAND SO FORTH T�S TUBrSHOWER 631 537 3555 F 631 537 0558 CTB CERAMIC TILE BASE PREFAB PREFABRICATED -�P Typ�CAL EPDM ETHYLENE PROPYLENE DIENE MONOMER HOSE BIBB CO CLEANOUT PREFIN PREFINISHED EXIST EXISITNG 210 EDWARDS BLVD ,SUITE D-207 , CLR CLEAR EXST GR EXISTING GRADE PRELIM PRELIMINARY � CLO CLOSET EDWARDS , CO 81631 CR CLOSET ROD 4TY QUANTITY 970 926 4151 F 970 926 8961 ` GRAPHIC SYMBOLS MATERIAL SYMBOLS GENERAL NOTES � ISSUE/REVISION DATE NO DRAWINGNUMBER DRAWINGTITLE 1 . DO NOT SCALE DRAWINGS . IF CRITICAL DIME �ISIONS DO NOT APPEAR ON THE DRAWINGS , NOTIFY ARCHITECT . � CONSTRUCTION DOCUMENTS 8 SEPT 08 BATT INSULATION PLYWOOD 2 . IF DISCREPANCIES OCCUR BETWEEN DRAWINGS OR BETWEEN THE DRAWINGS AND SPECIFICATIONS , NOTIFY FLOOR PLAN - LEVEL 1 THE ARCHITECT FOR RESOLUTION . TOWN OF VAIL UPDATE SET 05 FEB 09 1 DRAWING TITLE 1 /4�� _ � �-o�� (2 / A408) 3 . THE CONTRACTOR SHALL VISIT THE SITE AND BECOME COMPLETELY FAMILIAR WITH ALL EXISTING CONDITIONS IN `, � � �� _ a a � � � a I,GIVI,FttIE RIC�II� IN$ lll A�IQN I Ht AKtAS � r C� (� N5 I t{ U � I IUN F� KIUhC I� 5 I HK I INV VV� hCK. DRAWING SCALE PARENT DRAWING a � � ° 4 . COORDINATE THE FOLLOWING WITH THE OWNER AND PROVIDE A SCHEDULE INDICATING PROJECT SEQUENCING , 0 2� a� s' CONCRETE MASONRY UNIT RIGID INSULATION UTILITY SHUTDOWNS , SITE ACCESS , AND TEMPORARY UTILITIES . 5 . THE CONTRACTOR SHALL KEEP PREMISES FREE FROM ACCUMULATION OF WASTE , MATERIALS , AND DEBRIS BAR SCALE THROUGHOUT THE ENTIRE BUILDING AREA AND PROVIDE DUST AND MUD CONTROL . — EARTH STEEL 6 . DIMENSIONS LOCATING NEW CONSTRUCTION ARE TO THE FACE OF THE FRAMING AND CONCRETE OR CENTERLINE o�wiNCNUMSER = - OF STRUCTURE BY WAY OF GRID LINE UNLESS NOTED OTHERWISE . FINISH DIMENSIONS ARE TO FACE OF FINISH . . - - A-�� SHEETNUMBER 7 . CONTRACTOR SHALL PROVIDE SHEET METAL BLOCKING IN WALLS TO RECEIVE ALL ATTACHED EQUIPMENT , r � DETAIL CALLOUT °Q ° GRANULAR FILL STONE PLUMBING FIXTURES , FURNITURE SYSTEMS , CASEWORK , ETC . �, fY , J A-000 8 . DETAILS AND NOTES INDICATE TYPICAL CONDITIONS . FOR MINOR DEVIATIONS FROM TYPICAL DETAILS ARE TO BE ;�`r...w - �— - - - ANTICIPATED AND ARE INFERRED . DETAILS AND NOTE � PROVIDE DIRECTIONS AND OUTLINE THE DESIGN INTENT . THE �� ` �.- :� GYPSUM BOARD WOOD BLOCKING � G( T^ y , `" + v '�` CONTRACTOR SHALL USE PROFESSIONAL JUDGMENT WHEN DEALING WITH SIMILAR CONDITIONS . � � "� '� DRAWING NUMBER 9 . THE CONTRACTOR SHALL INVOLVE THE ARCHITECT IN THE PRE-CONSTRUCTION AND COORDINATION MEETING WITH � �� ; . � � � ;� °� SUB CONTRACTORS AND TRADESMEN . THE CONTRACTOR SHALL RELY UPON THE ARCHITECT TO COMMUNICATE THE A-000 SHEETNUMBER SECTION CALLOUT � a a ��C^ Y �, ��`v � PRECAST CONCRETE r'I a a ° DESIGN INTENT AND EXPECTED RESULTS . � ��-� ��I� , 10 . ALL PENETRATION OF FIRE RESISTIVE FLOORS , WALLS , AND OTHER ASSEMBLIES SHALL BE PROTECTED WITH � DRAWINGNUMBER MATERIALS CONFORMING TO UNDERWRITERS LABORATORIES ( UL) LISTINGS FOR "THROUGH PENETRATIONS FIRE A-oo A-oo BUILDING SECTION CALLOUT STOP SYSTEMS . " THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE BUILDING INSPECTOR PRIOR TO SHEET NUMBER AP PL I CATI O N . 11 . ALL U . L . LISTED ASSEMBLIES SHALL BE CONSTRUCTED IN COMPLIANCE WITH THE MOST CURRENT EDITION OF DRAWINGNUMBER UNDERWRITERS LABORATORIES FIRE RESISTANCE MANUALS . 12 . ALL SIGNS REQUIRE SEPARATE APPROVALS AND PERMITS . SHEETNUMBER � � 13 . WHERE FIRE EXTINGUISHER CABINETS , ELECTRICAL PANES , OR OTHER EQUIPMENT ARE RECESSED IN FIRE RATED � ELEVATION CALLOUTS ASSEMBLIES , MODIFY ASSEMBLY TO PROVIDE CONTINUOUS ENCLOSURE FOR UNINTERRUPTED FIRE RATING . 3 -oo0 1 A350 2 14 . TO ISOLATE SOUND , ALL PIPING SHALL BE RESILIENTLY ATTACHED TO STRUCTURE AT EVERY POINT OF CONTACT . � 2 APPLY TO BOTH PLASTIC AND IRON PIPE . SEE PLUMBING SPEC . U ` 15 . ISOLATE PIPE RISERS WITH 3/" UNDER A RISER CLAMP WHERE THEY ARE SUPPORTED FROM THE FLOOR SLABS --� � EXTERIOR INTERIOR 16 . SQUARE FOOTAGES ON PLANS EQUAL GROSS FOR BUILDING DEPARTMENT USE . ONLY . NOT TO BE USED FOR SALES J W � OR LEASEABLE AREAS . � � � — W LEVEL 1 FIN FLR ELEVATION DATUM � � � � 100 ' - 0 ' � � � � � O � O ' � oo � ROOM NAME—�ALES � � ' ROOM IDENTIFICATION � � ROOM NUMBER 07 Q Q � � � �C O �^ G � L.J� 0 0 0 62S � 000 DOOR, WINDOW AND � STOREFRONT IDENTIFICATION � CI� � � _ DOOR TAG WINDOW TAG STOREFRONT TAG TAGS � � J W — � � Q — P 2 WALL TAG �" � � r � J � M 1 MATERIALTAG ATION VICINITY MAP NORTH FRON METAL STUD \\ TAGE ROqp DRAWING NOTE � �.�o SP�OOC� �RFEk wEST RoqD � 2�/s� � DIMENSION ��0 �s T � BREAK LINE O � � GENERAL NOTES � _ � � - a \ / � SOUTH FR�NTAGE Rpqp ` O SOLARIS � GREEK � SITE w GoR� ¢ � 1 IVE � PLOTTED 09/08/08 9 08 �J8 AM REVISION CLOUD � AST ►�1EAD � ❑ o ��u N CHK'D BY Maggie Fitzgerald, AIA � � G��li�� (�9 � COPYRIGHT OO 2008 BY DAVIS PARTNERSHIP P C , ARCHITECTS N o�-`� o �j � �� SHEET NUMBER O � NTS C NORTH ARROW � � . D P A PROJECT�l� �� BY06232 00 ' � FINAL CD ISSUE - 8 SEPT 08 � ,��,�� COlor�do 36" MIN 18" 6" MAX � - � � 1 2" 1 2" F � J' � � � ' 1 � I F USH VALVE SHALL BE � - � 32" CLR TO < - PLACED ON OPEN SIDE OF � ' ':s TOILET TYPICAL CLEARWIDTH ANYAMOUNT WALLMIN ` 2 ALLOW28" CLEARTO � IRE � c� -%:`� LAVATORY MIN P� Z � z I � � � H�� h � t ts } l� �O� o LOBBY 4 � � PROVIDE o � � z `.';, l.s BLOCKING AT � � �'' � `->- ° 0 EACH GRAB o � ;�::''' N ; i;; � � ¢ ;: a _ � DIAPER BAR � � ± � ;>;,;;;, N CHANGING Z z ,. .:;; � " ;,, Z � - o STATION ° / � � .�,: v � � w � � ; >>;:: o z � m : :;�; WASTE � � `�� _ � � � o RECEPTACLE � '`"'` � ) c� � � - SANITARY 2301 BLAKE ST , STE #100 �I � � _ � �I � � N NAPKIN o ❑ DENVER, COLORADO 80205 , . :;:<:::: � DISPOSAL � 303 861 8555 F 303 861 3027 o. ,...: .: , :: :: : :::: APPROXIMATELY 7" HIGH x 5" WIDE APPROXIMATELY 10" HIGH x 7" 1MDE - ,"+ � I � I � ° ` �� "' '"'�� 0225 MAIN STREET UNIT C101 ° EDWARDS , COLORADO 81632 SURFACE OR SEMI-RECESSED WITH XENON STROBE VISUAL I I o � o � MOUNTED MOUNTED 48" ABOVE SIGNAL MOUNTED AT 80" ABOVE ° ° 18" MIN 32" MIN 970 926 8960 F 970 926 8961 FINISH FLOOR TO LEVER FINISHED FLOOR � "' 60" MIN FIRE ALARM PROTRUDING OBJECTS TOILET ACCESSORIES GRAB BAR DETAIL TOILET DETAILS , 25 NTS 2' 0 NTS � 5 NTS � O NTS 5 NTS �i LOBBY PANEL PROVIDES i 703 4 2 WHERE TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN NOTE PROVIDE HANDRAIL EXTENSIONS �� SHALL BE POSITIONED ON THE LATCH SIDE AT DOUBLE DOORS AS REQUIRED AT WALL MOUNTED INFORMATION F R E R ' (BOTH ACTIVE LEAFS) POSITION AT THE RIGHT OF THE RIGHT LOCATIONS SEE PLANS AND AND EMERGENCIES HAND DOOR SECTIONS � HALLSIGNALS ' � �~ �� H � � m �� TACTILE AND BRAILLE � y � ��' �� MOUNT CONTROLS IN FLOOR SIGN AT BOTH � � � MIN O °'� THISAREAONLY JAMBS � 1936 MONTAUK HIGHWAY � �� GFCI GFCI �G 4 � c p 631I 537 35 5 FT631 � 37 0558 � AREA OF THERMOSTAT SWITCH ECEPTACLE , RECEPTACLE J J '� MIRROR � � REFUGE 00 ❑❑ o o❑ � �, 0 210 EDWARDS BLVD ,SUITE D-207 o i y REMOVABLE SEAT � ` � o � � 6 / � �= EDWARDS , CO 81631 ` � � � � � � � � / � 970 926 4151 F 970 926 8961 � _ o � � � � � � � � G�� CLCCTRIC HOOK y �� HALLCALL � z � � ❑ � d �� TOWEL % HANDoDRYER REMOVAB EAT, / " ` BUTfONS � i ISSUE/REVISION DATE NO � co o M BASEMENT J l w N a PARALLELAPPROACH �o� FU� WID HOFTUB'O� � D � O RING � � O / •� CONSTRUCTION DOCUMENTS 8 SEPT 08 � � KITCHEN BATHROO ,r y v a / a � RECEPTACLE ' y � TOILET � ¢ z � '��y � HOISTWAYACCESS BY KEY LAUNDRY, ,�y � PAPER o � o = o i � �,��' / � TOWN OF VAIL UPDATE SET 05 FEB 09 UTILITY ROOM W y a � � F- c� f- �� - . � a, � 6 y � � �� o � � � � � PERPENDICULARAPPROACH �ti h �' � 1 � - � - Z o � ` � / / pD W� Sh � J M � 1 � i d � �! �/ � z °= w � m `n �AUTOMATIC DOOR � � � ° REOPENING SENSOR TYP ; � , � TACTILE SIGNS ELECTRICAL MOUNTING HEIGHTS 19 WALL MOUNTED HANDRAIL 14 TOILET ACCESSORIES 9 BATHTUB DETAILS 4 ESEVATOR L� BBY � 29 NTS 24 NTS NTS NTS NTS � ` ` � 1 '-0" FIXED SHOWER HEAD ' ' , a - _ �EXTENSION 1�2" DIAGUARDRAIL ° , - - - HANDHELD SHOWER HEAD, �� HOSE TO BE 60" MIN IN LENGTH � � , � � ' `�, - 4 SPHERE MUST NOT PASS � � �' , ,4 r .. ..� THROUGH ANY POINT � � ` � - _ MOUNT CONTROLS IN ' � FIRE NOTE -%_ ` ""�� `, EXTINGUISHER FIRE � �� Q � THISAREAONLY , � � z / ; �,, ;. ,, ;, . u �� CABINET EXTINGUISHER EQUIPMENTCONTROLSMUSTBE o � � CONTROL � � �� HANDLE WITHINTHISAREA — � ° LOCATION � 3, z � �t� ��, ii o � 1%" DIA HANDRAIL l� ' MAXIMUM x "- ""' '' � LL- HEIGHTTO BE 2'-0" MAX 2'-6" `=' � SANITARY `'"`'"'` � � ; � h , , �� l � � 48" A F F , „ , „ LL � �/�� p�q NAPKIN FOLDING SHOWER SEAT A Q COORDINATE 2 "0 MAX 2 -6 O �„ DISPENSER � \ �1'� _Y. , . � ' o HEIGHT OF � , _ _ _ _ m o RAILING TOWEL ° 23" � s' '� `/C � , , m , , � � ��::�: �� _ _ - 3t�i in CABINET WITH - �- - - - - N --Q� SOAP ~ � "' �' � � V � f � r DISPENSER � � °o ;<,;>:,:; I � � i"� LOCATION OF � � - - - � M , TOWEL �''�-----! = EXTINGUISHER � � � o BAR � � J � „�s� INSIDE _ DISPENSER � � I I � WASHER a _ _ -' �' � _ D O O A HER CLEAR - OR � � � N `L i � �,"� W S `��,: ; z - � � � � � � �� ° >,s:. ; OR I FLOOR I � � DRYER c � o w a. z z = 36� � /a°�� = DRYER � SPACE � Z � � � o � � � � � "�''" G� � � �� O � � � o "' °' o C b � Q � 0 � J : _ c'::i. _ . C � �' � O ��/�y J I I . v v � 0 � �� 'V� � . . � � ~ ~ �- \ � � „ - � - - - � � �— RECEPTACLE � � ° � CHANNEL STRINGER (TOE OU� \ � � � � � � � ALTERNATE LOCATIONS OF PANEL WITH SIDE OPENING DOOR _ - SIDE APPROACH PLAN SIDE APPROACH ELEVATION � � � 16" MAX � , � - � - —STAIR TREAD �- ", FOLDING SHOWER SEAT FIRE EXTINGUISHER CABINET LAUNDRY EQUIPMENT STAIR RAILINGS TOLIET ACCESORIES SHOWER DETAILS 3 ELEVATOR CONTROL LOCATIONS (� 28 NTS 23 NTS 1 8 NTS � 3 NTS 8 NTS NTS J J W � ti � 16'-0" MAX 1%" DIAGUARDRAIL DRINKING FOUNTAIN NOTES „ I FLOOR � � � z 1 SPOUTS SHALL BE NO HIGHER THAN 36 FROM FIN SH n/ � ,, . ; : : : ,< , : ,> � 2 WATER AT LEAST 4 HIGH SO AS TO _ THE SPOUT SHALL PROVIDE A FLOW OF " Z %" MIN LL 1 DIA HAND RAIL ALLOW INSERTION OF A GLASS OR CUP � r / i - 0 ,. .:, .. ::. , .:< .. �i)::Yi:`:ri:+.i:`n:'v�:::'ii<iiii•::.': '� ::i:::i:i::ii::J:p�.ii�i/. y T E FLOW OF -m M ,,. , ,.. ,;. :. ,. ; . , . •- ; _: :�. . .; . , :: ,< : ,:: -,:. : �: .:;<: .;� .:: .:::::::::>;::: ND BOWL SPOUTS MUST BE POSITIONED SO H 3 OVAL OR ROU � ;�:`< «> " :: ::::::::.:.: <:. ;;<':`. <:. s:>:::::_':,: >: : .:,: . . ... �, ; , ;. :.<.<:::.:>..: :>�::r. ..:,.:.::>.:<: . :.;;,;; _ .... ........:.:. ;,;::;: • W > . ,>_>.;:-•: ....::::.:::. ., :,:;: _:.; ;. � :.> :: :;:;.: .::<.>�<>>;>: . ..:;:>:;_ .� : .<;: :::.>:. .: ,: :::>:.:::-:> : . >. <:�:;-:; �� „ •::<::>:;;.,: ::>:.: <:_ ._:;:� :.::: . .::::, ,. : � � .: :,;.. .:: :::::. .. .: .: : . . :.. :. : ".':''.;:,.::: :. ':'<;:x:t� :�:. >%?'t� :. €€ � �� ``� �.i:<�tl:>i':i:�>. :.�_, ._; ... :; � .:.. , <x.,;;::.<: n ,,.,, ,.;;;, ; , ... :.; ;:,: 4 SPHERE MUST NOT PASS WATER IS WITHIN 3 OF THE FRONT EDGE OF FOUNTAIN ,...:... ..__. :. . : : . ;'<,::: ::::::;,.:,>:;:�,:::::<:::> :;_:€::<:«.: :-:: • :<:: ..:>.. . .;.<:.::: .: .:. . . . .:. „ �...::..:..:: . : .::.::: ..: .: : :.>. .: < ;;;, <,<:.:. .:::::::::<:::::::`::;: <<: ,;:: . `: <:�::�::<: 4 CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE z • - � I ;>::;-;i"`>::; :''' ::`` :::' ';;'< THROUGH ANY PO NT ; :: :,>>:<: � ;:>.:';::..:<;:::':::::;;: ::� ' >:: : :::><;::: .:>:_:; >: _::: . .. .:;:�::: :::; " :.::. .::.. . � � . : _.: ; , .: 5 � 6 � O •.>s:: :::.;:y'::>:<:: :... : .... :. ...:.. ::.. . . . , . . . ::.: :.;:<.. . , ... v:>::,._::.: <;:: TING OF THE c� HAND SHALL NOT REQUIRE TIGHT GRASPING , PINCHING OR TWIS _ � O z -m \ - 5 � L N T BE GR EATER THAN L HA L O T VATE CONTRO S S E T AC I f `:`;:;;::. . '=:r>�: � � � WRIS T THE FORC O , -::::<� :;` � � 0 3 4 O ��.� �-;: : Z D FORC E � � '�°,'::':::t>'' ; , :�•;::;,,; ;: z - POUN S 1 . o . o � !,i.J"'�� 1 : 5..:.. . . �� . . � e0 � o �:I:l,�.: . �<::;��><�: 15 MIN � � '.:�'�': o , o . a ;:::�;:::;;: ,,. . _ n n �� o , a � - ;:'*�� :� z v� ¢ - � : s � , . \ / \ _/ 1 MIN _ a o � 2 :.,:� � � J 1 . -:. � � o : . : ,:, ;. , ; . — oo . o . . :. .. ��,-: � � �. a o :-;:; . : � � m Q � � : ; � , _ _ � Q : ;:` � . � oZ -� 1 � , � .,::,.. . � �� , O,,;.< . � � o S B � -- , 7 -19 0 �- . m w 0 >>.�`> ';r >; � � � � ��;,;; !. W � � a > U W 0 : , � � >.:,..::: .,:;.'` , ;::: :. .>„ , >':��;<:: i:> - � O OPEN CLOSE � - � I-- C7 - � � � O �� N 00 Z � DOOR a n :; � t4 DOOR4 D D Z J � O O � — v � � Q -��; �< �;:'s':,.�< .:>;>...%. %> — �i O � L _ _ I..L� � � _ � � - I � _ � _ � _ - W � � — _ , �, � � — — v M '!':F)i'. :�� W . J O � ALARM ST P � i ^ O O / Z O m X d O t x 2 ENIN !� O O T EAD 1 EXT S 0 — � , R z - � a i s s � cn — s J i z � � 2 W � \ Z � Z i / — 0 W ' � ' - ' �.: . . . - , � 5 � n - - - � c� � �:��::;;�� _ o _ cr� � � - - � C!� c� �j `*' a � m ;;. o� � = v' � � :< . :.: Q i ¢ _ co .. � � \ �` - M � _ – � _ 1�, — — 21 MAX - � � Z � � N � � � � 2�� X \ . r � � � e , \ � 48" MIN I I SIDE VIEW FRONT VIEW W � � � 8" MIN 6" MAX �- � — IN SLEEPING ROOMS OR SUITES HAVING A LINEAR DIMENSION EXCEEDING 16-0", SHELVES CLOSET STAIRTREAD \ � � -� 24" MIN \ � THE FIRE ALARM SHALL BE MOUNTED 16'-0" MAX FROM THE HEAD OF THE BED � / LOCATION MEASURE� HORIZONTALLY EQUIPMENT PERMITTED IN SHADED AREA Q r FINISH FLOOR —� ALARM LOCATION IN SLEEPING ROOMS O FIRE ALARM REACH RANGE STAIR RAILINGS DRINKING FOUNTAIN URINAL DETAILS ELEVATOR CONTROLS � 27 NTS 22' NTS 17 NTS 12 NTS 7 NTS � NTS TOLIET PAPER DISPENSER NOTE. TOILET PAPER DISPENSER IS SHOWN IN PREFERRED LOCATION � MOUNTING HEIGHT CAN VARY FROM 15" MINIMUM TO 48" MAXIMUM TO WHERE PAPER IS DI SPENSED PHOTOELECTRIC TUBE BYPASS SWITCH o WHEN UNDER GRAB BAR 1 5" MIN CLEAR IS REQUIRED FROM TOP OF DISPENSER TO � BAR 11 " MIN WHEN ABOVE GRAB BAR 12" MIN CLEAR IS REQUIRED FROM BOTTOM OF DISPENSER TO � BAR OBSTRUCTED HIGH FORWARD REACH �o° CONTROL PANEL %" RADIUS MAX SEE DETAIL 17" MIN FOR o a �� 11 " MIN 1%" MAX MOUNTING o 0 24 30 ROUNDED � Z" �U( HEIGHT ° NOSING 42" MIN 36" MIN I 6" MAX � / ACCESSIBILITY o � -� - ' - , �° i Y . � �� __ _ - - /" RADIUS MAX � � � �' � "' I �. , � ? 12" MI I � � � � � � ,�9 �1 � "'< , � � � � a �%° � ANGLED NOSING � 4,'� ,�� I a � ' '� I " 1 ' � ifl - - �1 Z � � � 7u-9n � I M � z ` I I 'V' � � � r2 Z Z � G .' �—,�- � , � o � I � 1 � 2�� ►ZA��us tW1)c `,� e, � � � � � �� I � 18 `� 0 O � FLUSH RISER N N � O � I � EMERGENCYTELEPHONE PLOTTED 09/08/08 9 08 08 A��1 6 y � - - SIDE VIEW FRONT VIEW �v' 20"-25" MAX � � CHK'D BY Maggie Fitzgerald, AIA MAX SIDE REACH OVER OBSTRUCTION 15'-0" MAX 50'-100' 50'-100' 15'-0" MAX �2�� S" MIN KNEE CLEARANCE 6" MAX TOE CLEARANCE COPYRIGHT O 20�8 BY DAVIS PARTNERSHIP P C , AR H SHEET NUMBER ALARM SPACING IN CORRIDORS OR HALLS C � T RY DETAILS TOILET DETAILS ELEVATOR �� 1 �N �Y c FIRE ALARM REACH RANGE STAIR TREADS & RISERS LAVA O c 2V NTS 21 NTS � 6 NTS � � NTS V NTS � NTS _ D P A PROJECT # �E 232 �� - FINAL CD ISSUE - 8 SEPT 08 n 2 2 �.�� ul1� Coloca � , i \ / � ' . - � Archit ts � � Niarc E. E5 ��osa - Solans Project Pa e 3 • Solans Pro ect . P g J Page 5 Solaris Project Page 7 2301 BLAKE ST , STE #100 David B. Robmson, P E Vail, Colorado March 20, 2007 Vail, Colorado March 20, 2007 Vail, Colorado March 20, 2007 DENVER, COLORADO 80205 u,�na,�a n. Nfatthies, �.E Admin�strative Modification Re uest Adrruntstrative Modificat� on Re uest Adrrunistrative Modification Request 303 861 8555 F 303 861 3027 EhGINEERINC, INC Stephen C Rondinelli, AL� q q ' L�uS.-rthq. 11vn�h Ertd'rt.tnnJ Robect D1. "hLke" Cordero, P.F'. 0225 MAIN STREET UNIT C101 � A two-way fire department communtcations system EDWARDS, COLORADO 81632 March 20, 2007 � Pressunzed sta�rways (smoke-proof exit enclosures) m lieu of vest�bules serving floor levels more ITEM #1, PROVIDING TWO REMOTE I�IEANS OF EGRESS F�tOM THE NORTHEAST AND 970 926 8960 F 970 926 8961 than 75 feet above the lowest level of fire department vehicle access. Pressunzation will be NORTHWEST CORNER GROUP R-2 DWELLING UNITS Mr. Charlte Davis, Ch�ef Building Official provtded throughout the entire space of the exit enclosures, as well as, the tire-resistive rated exit Building Safety and Inspection Services passageways prov►ding e�ress to extenor exit discharge doors Once occupants enter the See attached 11 "x 17" PDF drawin�s after th�s narrattve showma the six locattons thts condttion Town of Vail, Communtty Development pressunzed, protected exit enclosures they will not discharge into any unprotected, non- occurs . 77 South Frontage Road pressunzed intenor spaces of the building Vail, Colorado 81657 • An emergency radto ampliftcatton system 2003 IBC Requirements 1 -970-479-2142 (Office) • A Fire Command Center (FCC) cdavis@vailrov com Exception 2, Section 1014 2. 1 of the 2003 IBC requires a separation dtstance (remoteness) of the ADMINISTRATIVE MODIFICATION REQtTEST The floor levels (the floor namin� criteria has been modified and finalized as follows, remember the two exit doors or ex�t access doorways to be not less than 1 /3 the length of the maximum dtagonal THREE SEPARATE REQtTESTS Mr. Mike McGee, Deputy Chief/F�re Marshal building is addressed as 143 East Nleadow Drive from the south side of the building) , areas and uses dimenston of the area served This exception ts allowed when the butlding has a NFPA 13 or Town of Vail, Fire and Emeraency Servtces as defined by the 2003 IBC are as follows 13R fire spnnkler system The Solans butldmg will have a NFPA 13 fire spnnkler system SOLARIS PROJECT 42 tiVest :��leadati� Dnve 143 EAST MEADOW DRIVE Vail, Colorado 81657 • Garage Level, 107,000 s uare feet entirel below �rade with Grou S-2 enclosed arkina and There are five sinrle-storv Group R-2 dwelling umts located on the Northwest and Noctheast VAIL., COLORADO 1 -970-479-2135 (Office) q ' y ° P P ° corners of Levels 4 5 and 6 and that have over 2,000 square feet of �ross floor area and an ' mcidental mechanical areas � 1 -970-376-0738 (Cell) occupant load of greater than 10. Section 1014. 1 requires at least two exit access doorways from mmcQee@va� l �ov com • Level 1 , 78 ,0(?() square feet, �t �r�c1e nn the snuth (Meadow Dnve, addressed side) s�de and 2 these dwelling units However, the two exit access doors from these five single-story un�ts are stories below �rade on the north side with Group S-2 enclosed parking, Group M mercantile, not 1/3-remote from each other This condition occurs on Level 4 (Umts 409 & 416). Leve15 Mr. John Plano, Plans Exarruner/Senior Inspector Group A-13-plex movie theater, Group A-2 food/dnnk restaurants, Group A-3 bowling alley (Un � ts 508 & 515) and Level 6 (Unit 614) Agatn, these five stngle-story residences (409, 416, Engineering, Ine. Pre aced for. and incidental mechanical areas 508, 515 and 614) are sin�(e-storv units. P Mr. Matt Royer, Buildino Official Colorado Inspectton Agency 5420 W,aRO RoAO , SUITE 200 Davis Partnershtp Architects Municipal Building Department Serv►ces • Leve12, 72,(}00 square feet, above b ade on the south side and below Qrade on the north side with The sixth location where tlus cond�tion occurs involves the Leve16 of the 2-story dwe(linQ Un � t A RVADA, C� 80002•1838 0225 Main Street, Unit C- 101 1 ?_Rfi C'hamhPrc A �P�„P e,, , rP � tn1 the entrance to the Grou 5-Z enclosed arlun araQe Grou NI mercantile, Grou A- 1 movie 607 wICIl Gb°I'GJ3 4GGG8J �vVIJ �., �t �� a��.t �.,« «1�� vu L�vlI1 LGVGIJ G dIIII 7 WILII d[I U(7CI1 I[ILCRUC PHUNE 303 4Z274�0 Vail, Colorado 81632 P O Box 1618 p P g g ° ' P p stairway between the floor levels. S �nce the open dwelling stairway ts not remote from the FNC 3034227900 Office 970 926 8960 Eagie, Colorado 81631 - 1618 theaters, a support area for a Group A-2 food/dnnk restaurant and inc �dental storage and comdor access door on Level 6, a remote second means �s needed on the Level 6 of Unit 607 Fax 970 926.8961 1 -970-328- 1790 Office mechanical areas � ) The 947 squaze foot living space on Level 7 of this dwelling unit has access to the comdor on �ohn plano@coinspect com Level 7 (without havmg to travel down to the Level 6 dwelling area) and the open dwe(ling un�t ISSUE/REVISION DATE NO ATTN• Maggie Fitzgerald & Scott Nevin matt rover@coins ect com • Leve13, 57,368 square feet, at rrade on the north (Fronta�e Road) side and 2 stones above grade P stairway, which does travel down to the Leve16 dwellmg area. The open dwelling unit statrway on the south (Meadow Dnve, addressed s �de) side with a large main lobby entrance to the Group is not needed for eb ess access from Leve17 of Untt 607, since the area from Leve17 has egress PROGRESS SET 02FE607 1 R-2 residences and Group B support areas for Concterge services. access to the comdor DESIGN DEVELOPMENT 20JUN07 2 RE: Solaris Proiect at 143 East Meadow Drive, Vail, Colorado, Administrative Modification GRADING & EXCAVATION PERMIT 01JUL07 3 � Re uest for Alternate Nlethods and Materials for Three Items. BCER Engineering Project #479 06 • Leve14, 53 ,637 square feet, entirely above grade with Group R-2 residences and small inc�dental This condit�on does not exist on any other units not located m the Northeast and Northwest CD / PERMIT 26SEP07 4 � 001 .00. areas for �anitor service, electncal equ �pment and trash chute access corners of the building A(so, Unit 310 (Northeast corner of Level 3) has an extenor exit TOV RESPONSE 11 FEB08 5 discharge door remote from its corndor exit access doorway. Untt 712 is a single story unit on CONSTRUCTION DOCUMENTS 08AUG08 6 Dear Charlie, Mike, John and Matt • Leve15, 49, 142 square feet, entirely above grade with Group R-2 residences and small �ncidental the Northwest corner with no more than 2,Q00 squaze feet of floor azea and requ�res only one ex�t. TOV UPDATE 05FE609 7 BCER Engineenng, Inc areas for �an�tor service, electncal equ�pment and trash chute access There aze no Northeast and Northwest corner umts on Levels 8 and 9. TOV UPDATE #2 17APR09 8 5420 Ward Road INTRODUCTION Arvada, Co(orado 80002- 1838 • Level 6, 46,857 square feet, entuely above grade with Group R-2 res�dences and small �ncidental Objective of Establishin� an Equivalenev in this Renort Office: 303 .422.7400 This report is intended to establish a Code Equivalency approach for three destgn issues covered in this azeas for �amtor service, electrical equipment and trash chute access - Fax: 303.422 7900 report as allowed by Section 104 1 l , Alternative Materials, Design and Methods of Construction and The 1/3 remoteness requtrement is intended to provide occupants with an alternate exit access Equipment in the 2003 Internationa! Building Code (IBC) for the Solans Project in Vail, Colorado. The • Level 7, 39,347 square feet, entirely above grade with Group R-2 restdences and small �ncidental route in case one exit access route is unavailable due to a fire or some other event. The objective BCER Pro� ect #479 06 001 .00 a roach descnbed here w�ll rovide a basis for the e uivalenc that ou can consider for our a roval. areas for �anitor service, electncal equipment and trash chute access. of this alternative desi a roach is to rovide two alternative exit access aths that would be March 20, 2007 Pp P 9 Y Y Y PP � PP P P The intent of this report is to establish the basis of altemate destgn methods that is at least equ�valent to 1/3 remote from each other and at least one of these exit access paths would be ava�lable in a fire the prescriptive requirements stated in the 2003 IBC The design team feels the alternative design � Level S, 22,820 square feet, entirely above grade (greater than 75 feet above the lowest level of event. methods presented in this report aze equivalent to the prescnptive requirements in the 2003 IBC, but the fire department vehicle access) with Group R-2 residences and small mctdental areas for Janitor team is also recentive to discussina further improvements to the proposed desi �,n methods � f the Town of serv�ce, electncal equipment and trash chute access Method of Obtaining an Equivalenev �� 9 � Vail feels an equivalencv has not been established. � ,9O � E �iE �d 0 F \47906001�L.IFE SAFETY�SOLARIS VAII. ADMIN MOD 03 20 07 DOC F 147906001�L.�E SAFETI'\SOLARIS VAIL ADMIN MOD 03 20 07 DOC F 147906001�[.IFE SAFETYISOLARIS VAIL ADMIN MOD 03 20 07 DOC � � a �u �"=; 5420 WARD ROAO, $UITE 200, /�RVADA, COLORADO 80002-1838 � TEIEPHONE 3Q31122-7400 � fr�X, 303-422-7900 5420 WARD ROAD, $UITE 200r ARVADA, Co�oRnoo 8p002-7 838 � TEIEPHONE, 303-422-7400 � FAX 303-422-7900 5420 �VARD ROAD, $UITE 200, ARVADA, Co��w�oo 80002-1838 � TELEPHONE 303-42Z-7400 � FAX 303-422-7900 � � � � l�cFi� �� Z Z a SED ARG`� L � - Solaris Pro ect Pa e 2 - Sotans Yro�ect Pa e 4 • Solans Pro ect . l g g j Page 6 Solaris Project Pa e 8 Vail, Colorado g � Vail, Colorado March 20, 2007 March 2Q 2007 Vail, Colorado March 20, 2007 Vail, Colorado Mazch 20, 2007 ��C-tlptil �� E'�� ,c%S(j'1.�"�i � Administrative Modification Request Administrative Modification Request Adrrunistrative Modification Request Administrative Modificahon Request TABLE OF CONTENTS Section 104. 11 allows for the acceptance of an alternative matenal, design or method of construction + Leve19, 1 ,000 square feet azea, entirely above grade (greater than 75 feet above the lowest level The origmal design of these dwelling units shows the exit access doorways to the corridor where the building official finds that the proposed design is satisfactory and complies with the mtent of of fire department vehicle access) serving a smgle Group R-2 residence below (this small 1 ,000 without the required 1/3 remoteness dtstance between them. There is a wall that divides the INTRODUCTION 3 the provisions of the 2003 IBC, and the material, method or work offered is at least equivalent to that square foot residential area accessed from a single residence on the Leve18 floor below). Note dwelling umt azeas roughly in half. This wall is proposed to be constructed as a 1 -hour fire Q presenbed in the code. Compliance with the specifie performance-based provisions of the IBC m lieu of The larger, center Leve18 condo unit will be one smgle dwelling un�t (not two divided units as partition with an automatic-closing, 20-mtnute rated, non-lockin� door (to allow for ea ess from W U BASE BUII..DING & STTE INFORMATION 4 specific requirements is also a permitted alternative shown on earlier plans), which will have access to 2 exits at all times. The design team and eiiher side) on a magnetic hold-open device connected to the dwelling unit and fire alarm system J owner are committed to not allowmg any lock-off, rental dwellmg units anywhere in this smoke detectors, this exit access door could be located along this wall that is 1/3 remote from the � J OVERVIEW OF THE THREE ADMINISTRATIVE MODIFICATION REQUEST ITEMS 6 _T_ he desian team reQUests that each of the three Admimstrative Modificat�on Request Issues presented in buildmg. The smalll ,OQO squaze foot Leve19 floor azea above the large, center Level 8 umt is a corndor exit access door. This would provide the alternate exit access route from each "hal�' of - this renort be considered individuallv for approval or rejection. All approved issues in this report will permanent and unlocked area with full egress access at aIl times for egress. Since the 1 ,000 the dwelling umt. Since a fire is unlikely to occur in both "halves" of the dwelling umt at the � � ITEM # 1 , PROVIDING TWO REMOTE MEANS OF EGRESS FROM T'HE NORTHEAST & also have to provide an "overall equivalent" approach based on the intent of the IBC. This report presents square foot area on the Level 9 floor allows for a limited occupant load of 5 people, it is the intent same time, the intent of having an alternative remote exit access path available in the event of a (n � � NORTHWEST CORNER GROUP R-2 DWELLING LTNTTS '7 aIl the anticipated des�gn issues in this repoR so their overall affect on the pcoject can be assessed for of the design team and owner to provide ea ess from this space via an open dwellmg unit fire is met with this design. ITEM # 1 SIGNATURE PAGE 9 consideration of approval, but the design team requests that each design issue is also given individual stairway to the Level 8 floor. ' � � consideration Conclusion 0 � Z TTEM #2, BASIS FOR ESTABLISHING THE TYPE OF CONSTRUCTION 10 The design team will provide a set of current progress drawings for reference with this report. � � > ITEi�I #Z SIGNATURE PAGE 13 This report �vill present each issue individually �vith code and/or engineenng refer�nces that either The approach descnbed above to provide 1l3-remoteness for an alternate exit access for the � � � support approval or rejection of the proposed equivalent design method. The intent of the documentation OVERVIEW OF THE THREE ADMIMSTRATIVE MODIFICATION REOUEST ITEMS dwellmg units described should not be thought of as being sirrular to a horizontat exit. A W O O TTEM #3, OMISSION OF FIl2E-RESISTNE RATED ELEVATOR LOBBIES OPENING INTO in this report is to give a complete review of the available code and fire protection references to provide a horizontal exit would provide an area-of-refuge for occupants to remain and a 2-hour rated "exit", � � RATED CORRIDORS IN GROUP R-2 AREAS 14 valid consideration of the proposed equivalent design methods. This report was requested by the Solaris design team to provide a basis for establishing an equivalent and this design does not do this. The design is intended to provide an alternative path azound an � � � �- ' TTEM #3 SIGNATURE PAGE 17 design method for the three design issues (#1 & #2) presented at the September 26, 2006 meeting and an exit access route that is blocked in the event of a fire for the immediate egress from the building. � The acceptance of the design equivalency presented in this report is intended to apply only to the Solans additional design issue (#3) that was identified after the meeting. These tssues prese�ted in this report Thus the design provides an alternative "exit access" route, not a protected "exit". Since the � intent of Section 1014.2. 1 is to rovide two remotel located exit access routes, � � ADMINISTRATNE MODIFICATION REQUEST CONCLUSION 19 project for the specif'ic application described. This equivalency is not applicable to any other project and include. p y the design team z is not intended to establish a precedent for design in other projects. believes this approach provides an equivalent solution to this requtrement. J O W � • Item #1 (Paoe 7), establish an equivalent design method to resolve the remoteness of the second O J � BASE BUILDING & SITE INFORMATION means of egress from six Northeast and Northwest corner Group R-2 dwellmg units based on the O �/ O O requirements of Exception 2, Section 1014.2. 1 of the 2003 IBC. 11 "x17" PDF drawings aze � The proposed Solaris project site is located at 143 East Meadow Drive in Vail, Colorado. The site is attached for review showing the six locations ttus condition exists. � U �/ � bounded by • Item #2 (Page 10), establish an equivalent design method for the Type of Construction based on � J � � • The South I-70 Frontage Road on the north _ � � T a b l e 5 0 3 a n d S e c t i o n 4 0 3 .3 . � ♦ ^ o East Meadow Drive on the south (addressed side of the building) n/ � V J " Slwil Contor Road o� ch� ��t • icem �s (rage 14), establlsh an equrvalent design method tor the or►ussion of fire-resistive rated LO \ � � • An ad oinin ro ert on the west. / � a, J g P P Y elevator lobbies opening mto the rated comdors in the Group R-2 areas as detailed in this section � ° of the report z J � This building will consist of a 7-stones above grade on the north side and 9-stones above grade on the N �i south side. The top floor is 65 feet above the road access on the north side and 92 feet above the plaza Each of the three Adrrunistrative Modification request items (#1 , #2 and #3) will be presented individual � O � w access on the south side. By the defimtion in Section 403 . 1 of the 2003 IBC, the building will be for consideration m a single section of this report with an individual signature page for approval . r' � ^ o considered a hieh-rise structure since the highest occupied level (Leve19) is more than 75 feet (92 feet) N �� J above the lowest level of Fire Department access on the south side (Meadow Avenue) of the bu�lding. N � The building will be built with non-combustible construct�on as determined by the outcome of this zo Admimstrative Modification request. � The life and fire safety features of this building required by the 2003 IBC/IFC and Vail Amendments o w�ll be included in the design with: KEYPLAN 0 � • An NFPA 13 automatic fire sprinkler system throughout the buildmg g a • An NFPA 14 standpipe system � � • A fire pump. � �� • An emergency and standby power generator An emergency voice/alarm communication system fire alarm system w - o � Q F 14790600I�L.IFE SAEETYISOLARIS VAQ.. ADbtIN MOD 03 20 07 DOC F \47906001�L.IFE SAFETY�SOLARIS VAII. ADMIN MOD 03 20 07 DOC F \47906001U.�E SAFETYISOLARIS VAIL ADMIN MOD 03 20 07 DOC F.1�1790G00I1LIFE SAFETY�SOLARIS VAIL ADMIN NiOD 03 20 07 DOC w � � I J � a 5420 WARD ROAD, $UtTE 200, ARVADA, COIORADO 80002-1838 � TELEPHONE• 303-422-7400 � FAX, 303-422-7900 5420 WARD ROAD, $UITE 200, ARVADA, COLORADO 80002-1838 � TELEPHONE 303-422-7400 � FAX 303 -422-7900 $420 WARO ROAD, $UITE 200, ARVADA, COLOfL1D0 80002-1838 � TELEPHO�VE 303-422-7400 � FAX 303 -422-7900 Q N 5420 WARD ROAD, SUITE 200, ARVADA, COLORA00 80002-1838 • TELEPNONE 303-422-7400 • FAx 303-422-7900 � J W � � �--�. O � J � W> N ` W � J =� J � � � ° � � ADMINISTRATIVE ' `� � MODIFICATION o _� o � v N � � J N � `i� � � � � o � PLOTTED 2 / 11 / 08 � T- - o � � -° CHK'D BY Dave Leiker, P E ' 0 � � COPYRIGHT 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS � � ,�, O I o SHEET NUMBER x � x �_ , a / � ``' Z E � � ?Q � D . P .A. PROJECT # D�c 2 2 �Q(�6232. 00 NU � � � Y x o ��It� LO b1 i � ' � ' . - � Archit ts 2301 BLAKE ST , STE #100 DENVER, COLORADO 80205 303 861 8555 F 303 861 3027 - Solans Pro�ect Page 9 0225 MAIN STREET UNIT C101 VaiI, Colorado March 20, 2Q07 .�_ = EDWARDS , COLORADO 81632 Adrrumstrative Mod �fication Re uest {,�• z 3 e s e � s 9 ,o „ ,2 ,s ,4 ,s Q,e Q,� ,s ,e Qzo z, zz zs z< 4zs ze z�� z� 970 926 8960 F 970 926 8961 � r �P �_� _ _ _ � _ _ _� � �_ _ _ _ _� � _ _ ��_1MP�c�<Enw,aluv.f � _� _ _ _ _ � _ _ _ _ _�_ _ _ _ _ � _ _ ; J_ _ � _ _ �_ _ i _ _ _ _ _ _� �_ ui( �wnmav � � / � n t3� � �� SIGNATURE PAGE — — � r q � � _ � � i � i , , 1 i TELECOUIWNTI � I ' I ' ' f � � I � I MuiEFOURP ADNIINISTRATIVE NIODIFICATION REQUEST, SOLA�iIS PRaJECT, VAIL COLORADO I ; �'� ' ' ' ' '�� -1' E r-i' ' r�' ' ` ' I ' ' ' ` � ' °°"`�"` I C� � � o � � ° � � � ° i � � -1 ° ° � -I ° � " o � o � o � »�, �. � � �� ( � � � ITENI #1 , PROVIDING TWO REMOTE MEANS OF EGRESS FR01�I SIX NORTHEAST AND � ' '�5 � � i � � ; � ; � � § � � �°�'� � ^ ; ' _ _ � _ _ _ _ � _ ' � y ; NORTHWEST CORNER GROUP R-2 DWELLING UNITS — - — � � � v � —� � — I- T " � - - � "I � - - - T- - -` - - � - - fi — � — 1— - i ; - � fi,�a� � i I— � 1 - " - '� OilIERINK` � GN'S�T I I I � I I I � 1 1 1 1 ' I RIRP ROOM 1 ' ELECT SUBSi ' 1 I /- wai[=ow�wc ua xY C111B aalAeoowrc*w. 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' . ' . - • Archit ts 2301 BLAKE ST , STE #100 DENVER, COLORADO 80205 303 861 8555 F 303 861 3027 0225 MAIN STREET UNIT C101 r � zs 2s I ze z7 ze EDWARDS, COLORADO 81632 f � �} � �) � �(� � `� 10 11 12 tI3 14 tI5 16 17 78 19 20 21 22 23 �) � � I I I Y I Y � I I I 1 I I I 1 1 I 1 I I 1 I I � 1 1 I I I � 1 ,� 1 ' I 1 I I � r i i M , ., U ,y r .� ' , T i .- „- � � ` � I ( 970 926 8960 F 970 926 8961 Erass �( _ r_ _ � _ _ yy� � _ �� - '� _ _ �_ � � _ t _ - I� T - Y Y Y 1 T Y _' _ t�ii� vSr'pi UrWEiiNdVTY y — i• � -1 �� Y— ^ � - t � - ' � i ^- ,.., �. 1 ( 1 � _ _ _ � _ _ � _ � — ' - - 1_�_� _ _�_ _ _ _ _ "*- - - ' A 1 2 { 3f 4� � �� } �6� J ) 8 9 �0 11 72i � 13 1S 15i ( 15rn 18 (19 zo 121 , � i21 ) � i2� (25; �61 i27) (za � < . ( -. __� � . . � . � . . . Solans Pro�ect Page 10 Solans Project Page 12 Solans Pro�ect Page 14 Solans Pro�ect Page 16 Vail, Colorado March 20, 2007 Vail, Colorado March 20, 2007 Vail, Coiorado March 20, 2007 Vail, Colorado March 20, 2007 Administrative Modification Request Adrmmstrahve Modification Request Administrahve Modification Request Administrative Modification Request � 4. Finally, the spnnkler system for the lower three floor levels (Garage, and Levels 1 & 2) o The fan system shall be equipped with a smoke detector that will automatically shut � � - � Archit t$ ! ITEM #2, B�SIS FOR ESTABLISFiII`tG THE �YPE OF C0IVSTIdUC'�IOI`t will be designed and installed to provide a sprmkler density of 0.2 gpm/ft'` over a 1 ,500 I�M #3, Oli1ISSI0I�1 OF FI�tE-P.ESISTIVE R�.�'EI) EL�VA�OR �,�B�IES DI��1�1II+1G �1VT0 down the fan system when smoke is detected m the system (I would further recommend square foot desib area for alI areas on the lower three floor levels Normally, NFPA 13 I�T'ED CORRIDORS �N GIZOU�' R-2 ARE�S manual ovemde control of the fan system in Fire Command Center for the fire 2003 IBC and Other Renuirements would allow a fire sprinkler density of 0 IS gpm/ft2 for parking gazages and 0. 1 gpm/ft' department ) for low hazard areas such as assembly occupancies (restaurant seating, movie theaters, 2003 IBC Requirements Table 503 of the 2(}03 IBC requires Type I-B construction for this butlding. With Type I-B bowltng alley, etc ). The fire spnnkler system in the Loading Dock on Leve13 will be a A separate fan system shall be used for each bank of elevators. construction and a NFPA 13 fire spnnkler system the buildmg can have unlirmted floor area and provided with a fire sprinkler density of 0 2 gpm/fr' over a 1 ,500 square foot design area. Section 707. 14 1 of the 2003 IBC requues a fire-resistive rated (FRR) elevator lobby for elevators accommodate Group A- 1 occupancies up to the 6TH floor above grade and all other proposed The fire spnnl:ler system on the residential portions of the upper floor levels (Levels 3 opemng mto a FRR corridor as requtred by Section 1016. 1 . The separation walls of the elevator e The supply fan shall either be ad�ustable with a capacity of at least 1 ,000 cfm per door, or occupancies up to the 12TH floor level above grade. through 9) will be provided with a fire spnnkler density of 0. 1 gpm/ft2 over a 1 ,500 are required to have a FRR as required for a fire partition ( 1 -hour) and the required opening specified by a registered desi� professional to meet the requirements of a designed 2301 BLAKE ST , STE #100 square foot design area (without the use of the "room design" method) protection (45-rmnute doors). There are 4 exceptions to Section 707. 14. 1 m the 2003 IBC that do pressunzation system The use of the CONTAM computer modeling software is DENVER, COLORADO 80205 Smce the butldmg is a htgh-nse accordmg to Section 403 . 1 , Sect�on 403 3 allows for a reductton not apply to the Solaris building. Table 1016. 1 requires at least a 0.5-hour FRR comdor on the recommended over providing a prescnptive 1 ,000 cfm per elevator door CONTAM can 303 861 8555 F 303 861 3027 of the Type I-B construction to Type II-A construction for all the proposed occupancies except Providmg Type I-A construcrion on the lower three floor levels (Garage, and Levels 1 & 2) of the floor levels with Group R-2 areas. Since there are no listed 0 5-hour assembltes, the building wtll account for wtnter and summer temperature, and wmd effect extremes to validate the fan 0225 MAIN STREET UNIT C101 '� the Group M retatl spaces (present on the lower Plaza and Promenade floor levels) if spnnkler building and a 3-hour FRR "podium" floor/ceihng assembly between Levels 2 and 3 floors wtll be designed with 1 -hour FRR comdor assemblYwalls sizes used EDWARDS , COLORADO 81632 I control valves are provided for each floor level that have supervisory tamper switches and water- provide 3-hour FRR structural frame elements and containment to address the fuel-toad threat 970 926 8960 F 970 926 8961 flow initiating devices. posed by the Group M (retail) occupancies present in these areas. A future Group M (retail) Ob_iective of Establishin� an Equivalency in this Report e The pressurization system shall be provided with standby power from the same source as occupancy located anvwhere on the lower three floor levels (Garage, and Levels 1 & 2) will have other required emergency systems for the butlding. The 2003 IBC Commentary expiams the renson why Group M (retail) occupancies cannot get tl�e Type I-A construction, a 0 2 gpn�/ft2 fiie spritikler waler den�ity and 2-hour fire bamer separation FRR elevstor lobbies are required to prevent smoke from rrugrating mto elevator shafts from a reduction from Type I-B to Type II-A constructton as follows "This reduction ts not a hcable from other rruxed-use occu ancies fire on a Group R-2 floor level or from smoke escapmg from elevator shaft on the non-fire Group o � PP P The elevator pressunzation system shall be activated upon activation of the buildmg fire I R-2 floor levels . Smce the floor levels below the Grou R-2 floor levels are not re uired to have alarm system or upon act�vation of the elevator lobby smoke detectors to moderate- azard uildings because of their customary higher fuel loads" Group F- 1 p Q ', (factory/mdustnal), M (retail) and S- 1 (storage) occupancies have higher fuel loads than other The Group R-2 residential dwellmg units on Levels 3 through 9 floors contam roughly half the FRR comdors or elevator lobbies, the ob�ective of this requirement for the Solans buildmg ts il occupancy types This should be obvious if you think of the shelves of stored merchand�se that ts fuel load resent �n Grou M retail occu ancies The T e II-A construction ro osed for these lirrut smoke escaping from the elevator shaft on to the Group R-2 floor levels. The ob�ecttve of , P P � ) P YP P p Other sources of engineenng cntena can be used, but the above 2006 IBC critena would be the � - present m most retatl stores. Engineenng data also supports this conclus�on The Pnnciples of levels is appropriate for the potential fire threat that �s present and no other rruxed-use (non- this equtvalency would be to provide at least this level of protectton for the Group R-2 floor most consistent cntena wtth the 2003 IBC design used for this buildmg. Providing elevator shaft `" Smoke Mana ement text b Milke and Klote has data for establishin desi fires. A t ical rate residential occu ancies are located above these levels . levels. g y g � YP ) P pressunzation will linut the possibility of smoke rrub atton throughout the buildmg to a greater of "heat release per unit of floor area" from a fire for mercantile occupanc�es is 44 Btu/s-ft2 extent than providmg FRR elevator lobbies on only the Group R-2 floor levels (Morgan, 1975) . A typ�cal rate of "heat release per unit of floor area" from a fire for office Two-hour FRR shafts (statrways, elevator hoistways and mechanical) will be present to limit the Method of Obtainin� an Equivalency building occupancies is 20 Btu/s-ftZ (Law, 1982). The h�gher the Btu/s-ft2 value is, the higher the spread of fire to upper floor levels. Conclusion destructtve thermal (heat) effect on the structural frame members m a fire. Also, NFPA 13 The use of pressunzed elevator shafts (and stairways) is an effective means of preventing smoke requires 0 2 gpm/ftZ for mercantile occupanctes and 0. 1 gpm/ft'' for assembly, business and Conclusion from entenng these vertical shafts. Every buildmg is sub�ect to what is none as a "stack effect". Providing pressunzation of elevator hoistways in the Solans builduig in lieu of providing FR.R i residential occupancies, which also recogntze the higher fuel loads present in mercantile In simple terms stack effect can be explained in terms of the well-known phys�cal phenomena, elevator lobbies on the Group R-2 floor levels exceeds the level of life-safety provided by FRR occupancies. The ro osed alternative desi rovides an e uivalent level of structural frame fire rotection wh�ch causes warmer air to nse to the top of a space and cooler au to descend Wanner air ts less P P � P 9 p elevator lobbies m these locations. The design cntena m the 2006 IBC listed above should be based on the T e I-A construction and 3-hour FRR horizontal se aration necess for Grou M dense (weighs less) than cooler air (weighs more) In a building there can be three possible YP P ary p followed if this alternative is approved. BCER Engmeenng will provide the Mechanical Table 601 of the 2003 IBC requires 2-hour fire-resistive rated (FRR) structural frame and (retatl) occupancies due to their higher fuel load. The use of 2-hour fue bamer Separated-Uses effects: Engmeer of Record (Flack & Kurtz) for the stair/elevator pressunzation systems with a complete Engineering , I ne. , floor/ceilmg elements for Type I-B construction, and 1 -hour FRR structural frame and from Section�!'able 302.3 .2 offers addittonal compartmentaltzation that is not required due to the rational analysis for the design utilizmg the CONTAMW design software. In lieu of the floor/ceilmg elements for Type II-A construction. Based on the engmeering data above for the unlimited floor area allowed by Table 503 . The 0 2 gpm/ft2 fire spcYnkler density provides • No stack effect causing the air m the buildmg to nse or descend This would occur if the prescnptive rule-of-thumb design guidelines, the CONTAMW design will take into account 5420 WnRO Rono , SUITE 200 threat osed b the different occu ancies the use of T e I-B construct� on is definitel additional su ression rotection and allows the location of Grou M retail uses an where on atmospheric air temperature outside the building is exactly the same as a umform ASHRAE weather extreme des� re uirements to rovide the ro er rotect�on at all times A RVADA, CO 80002•1838 P Y P , YP Y PP P P � ) Y b'n q P P P P appropriate for Group M (retai () occupancies the lower three levels (Garage, and Levels 1 & 2) Thus this design method exceeds or at least temperature of the air mside the building PHO►vE 303 422 7400 �l'IPPrC TF1P IPVP� nf f ra rrntectinn intended 6y the IRC �nd offers extrs fire reeietive protootion to FAX 3U3 4ZZ 79UU Obiective of Establishing an Equivalenev in this Report establish a valid equtvalency for this alternate method • Normal stack effeet causing the atr m the building to nse. This would occur if the atmospheric air temperature outside the buildtng is less than the atr temperature mside the Since only a portion of the Levels 1 and 2 have Group M (retatl) occupancies the design team is buildmg Since there is no such thing as an airtight buildmg, Outside air seeps in through ISSUE/REVISION DATE NO mterested m findtng a way to establish an alternate Construction Type criteria that addresses the lower floor levels and inside air seeps out through upper floor levels. The effect this has mtent of the IBC and provides an equivalent method to protect the structural elements of the in the event of a fire inside the building is the smoke rrugrating into vertical shafts PROGRESS SET 02FEB07 1 buildmg based on threat level caused by the proposed occupancies . The design team would lilce (elevator, stairs, mechanical, etc .) rises to the top of the building through the shafts and DESIGN DEVELOPMENT 20JUN07 2 to propose a design that protects all structural frame elements to an acceptable level based on the fills the upper floors with smoke. These are the temperature condittons that would GRADING & EXCAVATION PERMIT 01JUL07 3 potential fire effects normally be present in Vail, Colorado (except dunng hotter daytime, summer CD / PERMIT 26SEP07 4 � temperatures) This would be the predorrunant effect normally seen TOV RESPONSE 11FE608 5 , The retail spaces on Levels 1 and 2 are located above the (below-grade) Gazage Level. They are CONSTRUCTION DOCUMENTS 08AUG08 6 TOV UPDATE 05FE609 7 a so located below the upper Levels 3 through 9 contaming Group R-2 dwelling levels � TOV UPDATE #2 17APR09 8 F \479060011LIFE SAFETX�SOLARLS VAIL ADMIN MOD 03 20 07 DOC F �47906001�L.IFE SAFETIISOLARIS VAII, ADMIN MOD 03 20 07 DOC F \47406001�I.IFE SAFETYISOLARIS VAIL ADMIN MOD 03 20 0? DOC F \47906001�L.IFE SAFETY�SOLARIS VAII, ADMIN MOD 03 20 07 DOC 5420 WARD ROAD, $UITE 200, ARVADA, COLORADO 80002-1838 � TELEPHONE 303-422-7400 � FAX 303-422-7900 5420 WARD ROAD, SUITE 200, ARVADA, COLORADO 80002-1838 � TELEPHONE 303-422-7400 • Fnx• 303-422-7400 5420 WARD ROAD, SUITE 200, ARVADA, Co�ottn�o 80002-1838 • Te�EPHONE. 303 -422-7400 • Fnx• 303-422-7900 5420 WARD ROAD, $UITE 200, ARVADA, COLORADO 80002-1838 � TELEPHONE 303-422-7400 � FAX 303-422-7900 , . . . � Solaris Project Page 11 Solans Pro�ect Page 13 Solaris Pro�ect Page IS Solaris Pro�ect Page 17 � 9 Vail, Colorado Vail, Colorado March 20, 2007 Vail, Colorado March 20, 2007 Vail, Colorado March 20, 2007 March 20, 2007 Q�� 90 Administrative Modification Request Adm�nistrative Modi�cation Request Admimstra.tive Modification Request Administrative Modification Request � y � �� O ' T N The proposed design shows mixed-use occupancies on the Levels 1 and 2 that include several SIGNATURE PAGE � Reverse stack effect causing the air m the buildmg to descend. This would occur if the SIGNATURE PAGE � �:�- � Group M (reta.il) tenant spaces. Given the prescriptive requirements of the 2003 IBC, the whole ADMINISTR�.TIVE MODIFICATION REQUEST, SOLARIS PROJECT, VAII. COLORADO atmospheric air temperature inside the building is greater than the atr temperalure outside ADMINISTRATIVE MODIFICATION REQUEST, S�LARIS PROJE�T, VAIL COLORAD� 2 25L� 7 entire building would have to be built with Type I-B construction (2-hour structural frame and ITEM #2, BASIS FOR ESTABLISHING THE TYPE OF CONSTRUCTION the building (during hotter daytime, summer temperatures). Since there is no such thmg ITEM #3, OMISSION OF FIRE-RESISTIVE RATED ELEVATOR LOBBIES OPElVI1VG IN'TO li�-, �C�� ,� � floor/ceiling assemblies). Even though the current design only shows retail uses on the lower two as an airtight buildmg, Outside air seeps in through upper floor levels and inside air seeps RATED CORRIDORS IN GROUP R-2 AREAS �� '� � � Prepared by: pQ REG/ out throu h lower floor levels. The effect this has in the event of a fire inside the S Ci� levels, retail spaces (with their higher fuel loads) could be located all the way up to the top floor �Q� Sl � �p REG/sr ED � R •' " "• Pre ared b � e•••. level of the buildin and u to 12 floor levels above BCER ENGINEERING INC. � .• HAf °• � buildin is the smoke mi atin into vertical shafts elevator, stairs, mechanical, etc. P Y' �. \��e�• F�, g p grade according to the IBC. This is not the � o�; �� < °. c� � case in the proposed design and the higher fuel loads only occupy a small portion of the overall �' �9 4%:� descends to the bottom of the building through the hafts and fills the lower floors with BCER ENGINEERING, � r: lF . 4 building. Q(.� � � 0 33259 � � March 20, 2007 smoke. This would be the less common effect normally seen. �' �° �►% , : � ��!� � A:o 33259 �� M a r c h 2 0, 2 0 0 7 I f t h e b u i l d m d i d n o t h a v e t h e r e t a i l s a c e s t h e b u i l d i n c o u l d u a l i f f o r t h e r e d u c t i o n fr o m David Leiker, P.E. O�, •.�� .•'��`�' Date Since this buildin g is a hi gh-rise accordm g to Section 403 . 1 o f the 2 0 0 3 I B C an d t h e d e s i g n t e a m `�' �' g P g 9 Y F .....• �, . . i C a `/F� � O�l�'U� T f f ,v� Type I-B to Type II-A construction Senior Fire Protection Engineer sS/ONAi. �� does not wish to provide smoke-proof enclosures with vestibules according to Sections 403 . 13 David Leilcer, P.E. .�'FS••o ...••��G Date and 1019. 1 .8, pressurized stairways (without vestibules) will be provide according to Sections Senior F�re P rotection Engineer S�0 N A� Method of Obtaining an Equivalencv Reviewed by: 909.20.5 and 909.20.6. BCER ENGINEERING, INC. Reviewed by: The design team would like to propose the following design improvements to exceed the 2003 Unfortunately the IBC does not recognize and provide for an adequate method of limitmg smoke BCER ENGINEERING, INC. Q IBC requirement for Type I-B construction for the whole building: - -�-�-�• March 20, 2007 migration in a high-rise building due to stack effects. The IBC does require smoke-proof � enclosures (with the option of stairway pressurization) and mechanical shafts witli dampers to �� March 20, 2007 w J 1 . The first design improvement would provide a.n increased Type I-A construchon (3-hour Steve Ron melli, AIA. Date limit smoke migration. These efforts are rendered ineffective due to the presence of elevator � J structural frame and 2-hour floor/ceiling assemblies) for the lower three floor levels Director of Fire Protection and Life Safety shafts that aze not required to be pressurized or have elevator lobbies on floor levels with non- Steve R dinelli, AIA. Date — rated comdors, which are all occu ancies with the exce tion of Grou H some I and R Director of Fue Protection and Life Safety containm� some Mercantile uses (Gazage, and Levels 1 & 2) and Type II-A construction P P P � � � Architec Record Acceptance by. occu ancies. Providm ressurized elevator shafts in lieu of elevator lobbies actuall � �1 � � ( 1-hour structural frame and floor/ceiling assemblies) for the upper seven floor levels P g P Y `„ � containin Res�dential uses accom lishes the mtent of the code and exceeds the level of life safet rovided with FRR Architect Record Acceptance by: t ' ' P � YP . W g (L,evels 3 through 9). The Type II-A construcrion would be elevator lobbies on just the Group R-2 floor levels. � allowed �f the Mercantile occupancies were not present. 3f? 3` �f �� 3 �� r Z 2. The second design improvement wouId provide a 3-hour FRR floor/ceilin� assembl,y Gary a s, clutect of Record Date The 2006 IBC took a positive step in the right duection to help correct this prescriptive oversight. � � � between Levels 2 and 3 floors, which would separate the Type I-A construction below Davis Part ers ip Arclutects Exception 6, Secrion 707. 14. 1 of the 2006 IBC states, enclosed elevator lobbies are not required Gary A , itect of Record Date � from the Type II-A construction above (similar to the "podium" style construction where the elevator hoistways is pressurized according to Section 707. 14.2 (new sectian in the Davis Part rs p Architects � W O Owner A tance y: 2006 IBC). Section 707. 14.2 has the following requirements : � � n O allowed in Section 508.2). The 3-hour FRR horizontal assembly would separate the Owner Acceptanc by: `J Q � Mercantile uses from below from the Residential uses above with 3-hour FRR • Elevator hoistways shall be pressurized to maintain a mimmum positive pressure of 0.04 � Q construction. The Type I-A construction below would provide 3-hour FRR structural S1� 3'/ a --� � support for this 3-hour FRR assembly. There is a depressed floor section on Leve13 of inches of water column and a maximum positive pressure of 0.06 inches of water column �j� ,�3� a � � � � the residential section that will be provided with 3-hour fire-resistive separation from the Peter , Owner Date with respect to adjacent occupied space on all floors. This pressure shall be measured at the midpoint of each hoistway door, with all ground floor level hoistway doors open and Peter Kn le, Owner Date � Z O w floor below as described in the text of this pazagraph. The Loading Dock on Level 3 w�ll O \ also be provided with 3-hour fire-resistive walls and floor/ceihng assemblies to separate Town of Vail Acceptance by. all other hoistway doors closed. The supply air intake shall be from an outside, J � J it from the residential portion of Leve13 . uncontaminated source located a minimum distance 20 feet from any exhaust system or Town of Vail Acceptance by: O outlet. These pressure critena provide a narrow range for design, but can be achieved � O O with proper barometnc relief dampering or other means. � /'1 � < , � 3. Third, the design team would not utilize the Non-Separated use provisions m Section " , v � 302.3. 1 between the mixed-use occupancies (Group A- 1 , A-2, A-3 , M and S-2) present Charhe Davis, Chief Building Official Date on the lower three floor levels (Gazage, and Levels 1 & 2). Table 503 of the 2003 IBC Vail, Colorado • Standby emergency power will be provided to the mechanical elevator hoistway Charlie Davis, Chief Building Official Date = � � � would normally allow both Type I-A or I-B construction on the lower floors to have pressurization systems according to the Section 909.20.6.2 requirements for pressurized Vail, Colorado I,_, J � ^ oao unlimited allowable areas and allow the mixed-use occupancies on these floor levels to Town of Vail Acceptance by: stairways. � � v J � Town of Vail Acceptance by: O � � �,; omit fue-resistive separation walls between mixed-use occupancies (Section 302.3 . 1 ). � M�xod��o I'RR fl� o L� � �ow W �II LG �llVVlIIGII LGlWGG11 Illll[Gll UJG UC:C:UPQ[i(:ICS C1Il LII�. � r��y �luc,� �y��ciii �La� i� pzu � vf �lic prcaaurica�ivn 5ya�ern ahall be prv[e��eci wi[h �rie same o lower three floors accordin � to Table/Section 302 3 2 for Separated Uses with 2-hour FRR as requued for the elevator shaft enclosure (2-hours). z Q ° fire barriers between the mixed-use occupancies The construction of occupancy Milce McGee, Deputy Chief/Fire Marshal Date J ,.,; sepazation walls will help compartmentalize a fire occumng on the lower three floor Vail, Colorado • 1'he fan system provided for the pressurization system, when located withm the buildmg Mike McGee, Deputy Chief/Fire Marshal Date � O � levels to limit the fire effects on the structural frame elements of the overall bu�ldmg. shall be protected with the same FRR as required for the elevator shaft (2-hours). Vail, Colorado � W N C� 0 °' F \47906001�L.IFE SAFETriSOLARIS VAIL ADMW MOD 03 20 07 DOC F 147906001�L.IFE SAFETriSOLARIS VAIL ADMIN MOD 03 20 07.DOC F.\47906001V.IFE SAFETriSOLARIS VAII. ADMW MOD 03 20 07 DOC F \479060011LIFE SAFETY�SOLARIS VAIL ADMIN MOD 03 20 07 DOC _ ` 3 � Z O Q 5420 WARD ROAD, $UITE 200, ARVADA, COLORADO 80002-1838 � TELEPHONE• 303-422-7400 • Fnx. 303-422-7900 5420 WARD ROAD, SUITE 200, ARVADA, COLORADO 80002-1838 � TELEPHONE 303�322-7400 • FAX 303 �22-7900 5420 WARD ROAD, SUITE 200, ARVADA, COLORADO 80002-1 83 8 � TELEPHONE 303-422-7400 � FAX, 303-422-7900 U 5420 WARD ROAD, $UITE 200� ARVADA, COLORADO 80002-1838 � TELEPHONE 303-422-7400 • Fax 303-422-7900 � KEYPLAN � O � w > , Q ' N Solaris Project Page 18 z Vail, Colorado March 20, 2007 o Administrative Modification Request a � � Q ADMIIVISTRATIVE MODIFIC�sTION REQUEST CONCLUSIOr1 N Based on the anal sis ��forined in this re ort, BCER En ineerin su orts the a roval of i Y � Pe P � g PP PP � Administrative Modification Request Items #1 , #2 and #3 . The design team is receptive to further � discussion and clarification for these design issues and can amend this request if the Town of Vail feels additional measures are need to establish equivalency. The equivalencies presented appear to meet the Jintent of the IBC and does not lessen the level of fue and l�fe-safety of the buildings i � Please contact me at 303-422-7400, Ext. 285, or by cell phone (303-$ 17-2299) if I am not in the office, AD M I N I STRAT IVE ��, should you have any qnestions regardmg this report. � MODIFICATION � � a `o Prepared by: �Q,O TF cn �, BCER ENGINEERING, � �,O H E /s a � . . e.. . � '��G C �.;pF �� c, � :: � j � (� p 33253 �� 4 PLOTTED 2 / 11 / 08 �, � ^ �/ :� �;�c� Murch 20, 2007 J o «bti '•. .•' � CHK'D BY Dave Leiker, P E �° David Leikec, P.E. S10 N A�- Date � COPYRIGHT 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS � o Senior Fire Protection Engineer �, o Xo DML:scr x � SHEET NUMBER � _ Attachments: PDF drawings attached within this report for Item #1 �° `` � Full-size set of progress drawings � � z �w � � D . P . A. PROJECT # D`C 2 2 200906232.00 N " N �A��uilt o � v � � Y X � C ' ' � . ' . - • Archit ts 2301 BLAKE ST , STE #100 DENVER, COLORADO 80205 303 861 8555 F 303 861 3027 0225 MAIN STREET UNIT C101 � EDWARDS, COLORADO 81632 970 926 8960 F 970 926 8961 � ; Engineering , Inc. S42O WARD ROAD , SUITE ZOO /� RVADA, C� $��2-1838 I PHONe 303 422 7400 r�x 303 422.7900 ISSUE/REVISION DATE NO Solans Pro�ect pa�e � Solar� s Pro�ect Page 3 PROGRESS SET 02FEB07 1 blarc E Fspinosa Vail , Colorado Au�ust 9, 2009 Va� l , Colorado August 9 , 2009 DESIGN DEVELOPMENT 20JUN07 2 Da� id B Robmson, P.E. Mod �ficat�on to Item #2 – October 23 , 2006 Modification to Item #2 – October 23 , 2006 GRADING & EXCAVATION PERMIT 01JUL07 3 R�chard D. hiatth�es, P E. Admm � strat► ve Modtfication Request Admm� strative Modification Request CD / PERMIT 26SEP07 4 EhG(NEERIAG, I�C Stephen C. Rondmelly AIA L<.+ rrt rtp lhn�u�b '[njm.ertrt./ Robert hL ��Mike" COCC�CCO� � r'. TOV RESPONSE 11 FEB08 5 � ITER7 #2 PROVIDIrVG T�t�O REMOTE d1F_ANS OF EGRESS FROM THE NORTHEAS7' AND "e �rt ", �uid th�s des�,�n does nat do thrs T/ie des�gn �s nztende�l to p� oiJrde nn alternat� ve path CONSTRUCTION DOCUMENTS 08AUG08 6 NORTH {�'EST COR�\'ER GROUP R-2 D �T'EI LING UNITS �uound arz e� tt access rotrte that ts blocked rn tlte erent of a fire fo� t/te �nr�rre�/rate eg� ess fiont t/te TOV UPDATE 05FEB09 7 bu�l�lrrig Thus tlae desrgn proi�rdes an ulte»u�tr � �e "e� � t nccess " � orrte, not a p� otecte�l "e.� rt ' TOV UPDATE #2 17APR09 8 August 9, 2009 2003 IBC Reqrriremeitts Scnce the uttent of Sectcon 1014 2 1 ts to provirle nvo remotely located eact access � autes, tlie desig�a tea�rt vel�eves tltis appr-oac/t prov�des an eqtcivale�at solutto�a to this requ�reme�it ' MaRm A Haeberle, C B O Except�on 2, Sect�on 1014 21 of the 2003 IBC requires a separat�on d�sta�ace (remoteness) of tl2e Chief Building Offic�al t�vo e,rct doo�s or exit access doonvays to be �aot less tha�t 1/3 the length of the mcrxifnu»z diagonal Town of Vail deme�zsion of the area served This except�o�t cs allowed �vhen the buildcng has a NFPA 13 or 13R Please contact me at 303-422-7400, Ext. 283 should you have any questions regard�ng this report 75 South Frontage Road fire sprinklef• system The Solarzs bicclding wrll have a NFPA 13 fire sprcnkler system Vail, Colorado 81657 970.479 2142 (o) �� CQ� T/te Group R-2 d�velli�tg ttrzrts labeled "F " located on the Noi tliivest cor�ier and "N" ofa tlie Prepared by ��i �iQ 970 376. 3672 (c) Nojtheast cor•�ier of the Condo 2 Level ar:d the Condo 3 Level have over 2, 000 sqi�are feet of BCER ENGINEERING, INC. c�P ST iiEP �OO MHaeberleC vailgov com gross floor area and a►t occupant load of greater than 10 Secttori 10141 requires at least t�vo � � Q-� q0 exit access doorways from tlzese dwella��g units. This condztion occurs on the Condo 2 Level in !X � � O U�uts 2-F & 2-Nand the Cardo 3 Level rn Units 3-F & 3-N. 2 5� ,7 p c� STEPNE �J RE: Solaris Project at 143 East Meadow Drive, Vail, Colorado � �� D Modi�ication to Item #2 - October 23, 20U6 Administrative Modification Request Tlzis conditio�z does not e.rest on an other oor levels. ( , � Ste hen Rondmelli, AIA � � � j / ,� y ,fl Unit 1 -N Condo 1 Leiel has an extertor P exct door remote frona ats corrcdo�- exit access doonvay Uizits Pentliouse-F a�id Pentlaoarse-N D�rector of Fire Protect�on and Life Safety �/ \� � This is a wntten request to modify the currently approved October 23, 2006 Administrative Modification (Condo 4 Level and Condo S Level) Izave an open stainvay tn the tuttts tliat ca�t be designed to SFD AR �� j � as directed by Dan Feeney (Solaris) Mr. Feeney has discussed with you the currently approved one hour have a 1/3 rentote�zess d�sta�ice fio�n their corrrdor exit access doonvay C'�. ��f, rated wall separatmg Residential Units 409, 416, 508, 515 and 614. In keepmg with the admimstrative �SED AR �� a ( modification the design of these dwelling units shows the exit access doorways to the corridor without the Obiective of EstablishinQ a�t EQuivalencv in this Report Town of Vail Acceptance by required 1 /3 remoteness distance between them. There is a wall that divides the dwelling umt areas roughly m half This wall xs bemg constructed as a 1 -hour fire partition and was to have an automatic- The 1/3 remoterzess requ� renaeiat is uztended to provide occuparats wcth an alternate ex�t access closing, 20-mmute rated, non-loclang doar (to allow for egress from either s�de) . The door was to be on a route iit case one exit access roi�te is u�aavaclable due to a fire or sonte other event. The objecteve magnetic hold-open device connected to the dwellmg unit and fire alarm system smoke detectors of this alternatcve desrgn appr oach cs to provide t�vo alter�aatcve ex� t access patl�.s that wou/d be Martm Haeberle, Chief Building Official Date �k�l��T/D�t1 LIF� �9F� 0�5(/L7'J��t1% provid� ng the alternate ex�t access route from each "half' of the dwellin umt � � g 1/3 remoCe frorn each ot/ter- and at least o�ae of these extt access patlis wotcld be avaclable ttt a fi� e Vail, Colorado eve�it. The requirement for a second exit remotely separated by 1/3 of the diagonal distance for the units referenced above was required by the 2003 IBC Based on the occupant load factor of 200 square feet per Method of Obtai�zi�tt� a�t EQUivaleitcv occupant the square footage of the umts resulted more than 10 occupants and therefore required a second Mike McGee, Deputy Ch�ef Date exrt. Tlte orcgaaal deseg�i of these dwellrng tnuts sltotivs tlie extt access daorways to dte corrrdor Vail, Colorado � witltoact tlze required 1/3 rentoteness dcsta�ice benvee►t tlze�n There ts a tivall tliat dcvides tlie W U In the 2009 IBC, the occupant load factor remams the same but an exception to IBC Section 1015 1 1 has dwelling unit ai•eas rortghly ui half. If thes tvall could be co�tstrircted as a 1-hour fire partttcon J been added This except�on states that; "In Grou R-2 and R-3 occ�spancies o,ze means of egress �s w�th an a�etomatec-closing, 20-mine�te �ated, �zon-lockin.Q door (to allow for e,�ress fi•om erther CC Chief M�ke McGee, Deputy Chief/Fire Marshal � J — nerrnrtte�l � rrlltm and frorn r�t�lirrdcrrrl du cllrn � rrnrts 1 � ith a ma � imuni oc, c, �ipunt luud uf 20 w/ae� e thc sideJ on a rnagnetcc hold-open devece co�inected to the dtivell�ng unit and fire alnrm systent smoke Town of Vail, Fire and Emergency Services ^ dwellrnQ u�ut ts equrpped throughout with an automat�c sprutkler svstem " This results m an occupant detectars, thrs exit access door could be located along this �t�all that �s 1/3 reniote fi•om the 42 West Meadow Drive � �/ load of 20 m the residential dwellmg unit being provided with a single exit m heu of two exrts as corrcda�- exit access dooi-. This wottld provide the alte»aate exit access route from each `7zalf" of Vatl, Colorado 81657 � � L.L currently designed. tlte dtivell�,zg imrt. Sutce a fire is u�tlikely to occur i�a botla "halves " of tlie dtivelling unit at tl2e . � w same tai�ae, the intent of havi�tg a�a alternatave re»tote exit access path available i�a the eve�at of a mmcgee@vail �ov com Q (� � Based on this new code provision Residential Umts 409, 416, 508, 515 and 614 would not re uire a �, Q fir-e is nret tit�itlZ tltis desigit � � second exit and therefore would not need to comply wrth the adrtumstrative modification � The des�gn team and contractor are contmumg with the installation of the second exit, but will delete the Coirclresio�r � one hour fire rating on the wall separahng the referenced unrts w O O Tlte approacla described above to provtde 1/3-remoteness for a�t alter�tate exit access for t/2e � For refere�ice pa��poses the exce�pt of Item #2 from the October 23, 2006 Adrnenistrative Modrfication �s dtivelltng u�iits descrabed shoulcl r2ot be thought of as being sanular to a Itonzo�atal exit. A � � � � provided below in ctalics horizo�ttal exit wocsld provide ari area-of- refuge for occupants to remaen and a 2-hour rated �' C �DOCUMENTS AND SETTWGS\SCR�L.OGAL SETTINGS\TEMPORARY INTERNET C 1DOCUMENTS AND SETTINGSISCRIL(�CAL SETTINGS\TEMPORARY INTERNET Q � � FILESICONTENT OUTLOOK\6KP6D4M.1�'vIODIFICATION TO SOLARIS VAIL ADMIN MOD iTEM #2 10 23 06 DOC F1LESICONTENT OUTLOOK16KP6D4MJ1M�DIFICATION TO SOLARIS VAIL ADb4IN MOD ITEb4 #i2 10 23 06 DOC � Z O W l � J Q. ' 1 5420 WARD ROAD, SUITE 200, ARVADA, COLORADO 80002 -1838 • TELEPHONE 303-422-7400 • FAX 303 -422-7400 5420 WARD ROAD, SU1TE 200, ARVADA, COLORr�DO 80002-7 $3 $ • TELEPHpNE 303-422-7400 • FAx 303-422-7900 O � O O J � (� U � � _ ^ � � � Y � — � � d � O � � � *� � o z � o J - N � O � w N C� 0 °' N 3 � Z O Q U L� � � � W � Q � H N Z � � Q (O I � Q cn J � � -�-+ N � O N � ! w 1 � N a--� � ADMINISTRATIVE � �� MODIFICATION Q v � N o J � � `i � N � o� PLOTTED 2 / 11 / 08 a�_ J o CHK'D BY Dave Leiker, P E. � •--- 0 COPYRIGHT 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS ^O � O � o SHEET NUMBER � x � X � i o.,�'� V ' Z � � Z a � D . P .A. PROJEC��/ ��'�� SY 06232 . 00 (n U N � � Y X o DEC 2 2 200 ; �A�E�ui�� Colorada � � - � � , ' • - � Archit ts 2301 BLAKE ST , STE #100 + ` DENVER, COLORADO 80205 303 861 8555 F 303 861 3027 Solans Pro�ect pave � Solaris Pro�ect Pa�e 5 0225 MAIN STREET UNIT C101 EDWARDS , COLORADO 81632 Vail , Colorado AuQust 9 2009 Vail , Colorado August 9, 2009 Otis Elevator Company 970 926 8960 F 970 926 8961 Dtarc E ESpmosa Mod �f�cat � on to Item #6 - Octobe� 16, 2007 Mod �ficat�on to Item #6 - October l6, 2007 Da� id I3. Robmson, P E Admm �strahve Modificatwn Request North Amer�can Operations o � �s Richard D. biatthies, �� E ministrative Modi �cation Request 20� 7 Curts sveec � CNGIVEERL\ G, IAC Stephen C. Rondmelh, AI4 Denver, CO 80265 A Umted7echnologies Company c�Ja.. �,�; � .,� ,hr� ��n. rn� Robert A1 "DLI.e" Cordero, P E (303) 298-9300 Prescr�ph ��e 2003 /13C Reprurenrents /'or x�lrrclr a�l Fqrrrti�aleircl� ir Pron�sed � • P� oi�tde rrn Equr ��crlent 90-mrnrrte. uuton�ruic - closeng p � otc�cted dani openu�g fioni T�1C'I P CUC' lW0 c�. ��3 �BC �J/ ('SG ! 1�)!ll 'C / P[�! !I1 C'I)fL'/ll5 IllCll /JIIS SPC�lO/1 O� I�1f5 �� t�lti�]Z SCL'�iS /O CSICI�J�lS�] U/1 ��L' 1 'CllUl" � l0 (�IC 2-�101l1 FR2 LevBj 1 L'.tll �7QSSQ�L'li '(71' SG'I L'[/1�� ,SIRU lt Ql 1 � It 1l�10LI! Clll June 29� ? ��9 August 9, 2009 Egui ��alericJ�fa ele � utor lobGy) Tlc�s door could be /tcld open b� a derrce � ofurected to t/ie fi � e ala� ��r "�:. . . system and jeleUSC GfJJOi1 CiCI1VQI1011 Of C!/l QIRI /R E-tl'IATL/Ol�'E PAGE - Martin A Haeberle, C B O 1. The IBC generally reqtrucs FRR cor� ido� s anrl elc ��atof lobbces fo� flno� le��els sen'Ulg Dan Feeney Chtef Butld� ng Offictal C� oup R occupa�ac�e + • Provide (a no� mnllv �ton - � eqrrned) 1 -ho�ir FRR elevntor lobby (titvth '/�-/toit� , self-c2osi�tg Solaris Town of Va� l doors) at the Rc�ta� l 201 tu�tt on Leve12 Tlns optron ►i•o�rld reqrru-e the � clocatro►i of thc 75 South Frontage Road 2. Elevato�s a� e not pe� nutte�! to open utto e.�rt passageways C�u-rently, Ele►�ntoi 1 opens 90-muzute, Stan-►a ay 1 door to the south s �de of Stamt a_y 1 Thrs opt�on ►� o�t(d dec� ease RE: Hoistway Entrances Va� l , Colorado 81657 rnto the FRR extt pnssnge�ta� se�vrng Stau-►i�ay 1 the anaount of leasable space for Retarl 201 Solaris (Vail, CO) 970 479 2142 (o) 970 376 3672 (c) Tlie first Equri�crlency utvolves the folloti�•u�g Sect�on 70714 1 of t/ie 2003 IBC � equtres a fi � e- i-esest� ve • Pro��de an E�urrale�rt 90-muu�te, atdomnt�c-closntg p� otected door openutg fionr Dan: MHaeberle@va� l,gov com rated (FRR) ele►�aro►- lobbyfa� ele►�nto� s ope�tutg ntto a FRR coi-rrdof• as req�t� � e�l b�� Sect�o�i 10161 Tlie EJevator 1 to the 1 -/iour FRR Level3 co� irdo� serruig U�itts 301 & 302 (►vtt/totst rt�i sepa� at�orl ►ralls of the elei�nto� a� e icquned to hnve a FRR as �-equired for u frre partrtcon (1 -hour) a�id ele►�ator lobby) Thrs doo� cottl�l be lield open l�ti� a de►�tce conriected to the ftre nl�um To follow-up your request, piease be advised that all standard hoisnvay entrances have a U.L. "B" the requu-e�l openuag p� otect�at (45-nrnurte doo� s) s �stem and release u �o�a actrvnt�o�� o an ala� m I g p typical tvall arran e ) E .f which has a 1 h hour ratin when installed er the g ments. A label is applied to Engineering T11C. RE : Solaris Project - 143 East Ylcado�� Drive, Vail, Colorado all hoistway doors and to all drywall hoistway frames. Masonry frames are not rated and therefore � Modification to Item #6 Re��ision in the Smoke Controi Design Criteria for Stairway # 1 and Secno�r/I'ab/e 10161 � egu�res at least a 0 �-hour FRR cor�zdor o�a the floo� levels w�th G► oup R-2 n�-eas • Provtde (a nn� mn/l>> i�on -� e�uu•e�/)_90-nrrnute, nutomnt�c-closing protected door openulg do not have an a lied label ' the ratin is reached via PP � g the metal frame being grouted solid 5420 WnR� Rono , SUITE 200 evator #1 Sutce there are no ltsted 0 S-hou� assenrblees, t/ie burldu�.p ►t�rll l�e �lesrgned w� th 1 -hour• FRR corrrdor fran Elevator 1 tn the no�a -� nted Level �l cof � �dor se�vcn� Un� t 401 (w�t{iout an elevatoi- �1 RVADA, C� 8��2•1838 ugust 13, 2007 (Revised October 4, 2007) Administrative Modification Request acsenrb!>> ►vct/ls on the G� oup R-2 flno� le ��el r Based o�i t/tts requu en�ent, die C� oup R-2 d«�e[lnag rnuts lobb��) Thcs door could be held open by a de►��ce coiuzected to the fere nlarnr system nnd Please let us lrnow if you have any questions. o�i the S6V Gut/�ling sect�on Le ►�els 3 anc14 served by Stau-►vay I and Ele ►�ator 1 wor�ld �io� uially � eqtcu e a � elease i�pon activatto�i of nfi ala� m PHOtvE 303 4227400 This is a wntten request to mod� fy the approved Administrative Modification referenced above as 1 -hour FRR corrtdor servin� thPnr HrnvF�i�n� Fr�a� hnn �_ ep�r,,,,, � nl �s 1 nllca � �r n ��.-.-,�o, ..,,:anrr= n f,vc 303 -�22.7900 directed by Uan reeney (Solaris) Mr Feeney has discussed w� th you the elim�nation of the 90 r�unute (suigle) Group R d►vellutg unrt to !�e iio�t - rated Cr ►�e�i this e_rce�t�on, tlie small con-rclo� sepa� crttne U�tit Refer to tlte _�ve 8- 1/2 " x 11 " drart�i�r.�s for the Stair►v��-I/Elevator-1 area oii Levels G, 1, 2, 3, 4 a�rd 5 Ve Trul Y ry y ours, rate oor on the open � ng of Elevator 1 on Levels 1 , 3 and 4 This door will be replaced w� [h a Smoke 40l oit Leve14 fia�i Stnn-ii�nv 1 and Elevnror 1 rs allo�t�ed to be �to�i - i•ated (as slco►v�t o�t dte ctu-rent for tlee proposed desig�t of t/te rated lobbres and doors descrrbed above for Ontio�r B follo ►ti�iirg t/tis ISSUE/REVISION DATE NO Guard — Model 400 at all three of these levels Attached are the deta� ls for the Smoke Guard roll -do�vn 7/1/2007 Grnduig � Ercavat�o�t pern��t scrbni�ttal d� awutgs) PaSe• Jr:srv ��iam�eao�a� ^ smoke control device over the opening of Elevator # 1 at Levels 1 , 3 and 4 The arch� tect of record will PROGRESS SET 02FEB07 1 provide architectural details and modificat►ons to the existing permrt set of plans under separate cover Sectron/7'able 1016 1 ►vill re�rure a FRR co► r�do� rervuig Unrts 30I and 302 on Leve13 and Sect�on Adnauustrntive Modrficat�on ReqUCSI �IC191 #� �}Vf (II O(lllOil B ) !'QCII/BSIS lITC Qp�)YOl�al o an Egu� vnlencv Tim Thom son DESIGN DEVELOPMENT 20JUN07 2 tivt re�u� re a -liou►- FRR e/evato► lohbv on thrc floor level Orignially, Itent #3 ut the Mardt fi-oni tlie Totivii of Vatl to allotiv tlie rrse ofa 90-ni�itute n� otected door openr�i � fi'om Elevator 1 o►r Le►�el 1 p Attached w� th th �s document is documentat�o� from Otis Elevator venfymg that the elevator doors and 20, 2007 approved AMR (Om�ssao�i of FRR Elevator LobG�es Ope�tuig uito Rated Con-�dors zri Groi�p R-2 (u2to the 2-hour FRR exrt pasc�rQe�va��) and Level 3 (utto tl�e 1 -horn- FRR corrrdo� ) Sr; ort or Senior Aecount Manager GRADING & EXCAVATION PERMIT 01 JUL07 3 pn f CD / PERMIT 26SEP07 4 frames with a grouted frame have a 90 ►runute UL `B " ratmg The Smoke Guard will prevent smoke Ai-eas) establ�slied a�i equrvale�icy to onttt tlte elevatvr lobfiy Uy p► ess�nz�ing the Elevator 1 core establis/it�ig t/tis Equtvalency rs dre ad�litro�zal, ,io,1 -reqrnre�l, snroke nzcgrctt�oir p►-otectioii gauied by tlie 1 - Cc: Ron Johnson-TWC TOV RESPONSE 11 FEB08 5 � mtgrat�on rom the corr�dor into the elevator hoist-way Attached � s the Smoke Guard Model 400 cut accordirt.g to Exceptton 6, Sect�on 70714 1 of the 20061BC Altlrough the desrgn teanr still �nterrds to use /io�sr FRR elevator lobbres on the Gafage Lei�el nnd Le ��el 2, w�tli the protect�ai fiont the 90-mt�tute CONSTRUCTION DOCUMENTS 08AUG08 6 sheets th�s approved 1 ST AMR Equcvalency ort Elevators 3 and 4 seiving tlte Groirp R-2 floor levels, ii�e tiv�ll /iave protected doa- opennag fi•ont Elevator 1 oia Level 4 Chns Keran-TWC TOV UPDATE 05FE609 7 to sates y the prescrtptive FRR elevntor lobhy req«irement for the Uiitt 301/302 ca•ridor smce tive ca�ai2ot TOV UPDATE #2 17APR09 8 Since the intent of Item #6 in the Adm� nistrat�ve Modification, as referenced below, ts related to the pressunze the Elevator 1 shaft Conclr�sron smoke control system design cnteria for Stairway #1 , the replacement of the door with the Smoke Guard device has also been rev�ewed by Brian Thompson, PE, Fire Protection Engineer of Record for the Smoke Sulce tlie Gforip S-2 (Gara�e Let�el) and Grar�p M (Levels 1 & 2) dn rrnt ► eqtin•ed FRR rnr� r�/nrs frnm T1r� d� srg,r tea»r helrerer Ad»rntrstratire R�odrfrcatro�t Reqtrest Iter�z #6 (ii•tth Optio�z B) avv ��e ctllvti�s fv� Contiol System. His concuiience with tliis modiGcation is ind�cated on the signature page of this letter Sectcoir/Table 10161 for bucldcfags tiveth fire spri�akle� systerras, diese floor levels do not requa� e FRR an Addendum to modify the requtrement i�t die 1ST AMR (Ite�n #3) to allow t/ie Elevator 1 sltaft to be �ton- � - elevator lobbies. It sltould be rtoted tltat ASME A17. 1 reqeeires srnoke detectors located near elevator pressttrtzed Option B prese�ated in thcs section also mitagates tlie snaoke niigratiorz lzazard of the Elel�ator openi�tgs to provide a �rtea�is for elevator recal! co�itrol A�i elevator lobby provides a nto� e su�zable 1 s/zaft oii all floor• leveds, as effectively as pr•essc�r�zi�zg tlie sliaft wotdd. Adnac�itstratii�e Modrficat�o�a enclosctre to facilitate smoke detector activatio�a for elevntor recall Request Ite��a #6 (tivath Option B) also prov�des cz viable Equivale�zcy to allow for a 90-naanacte p� otected doo�• opencng fiorn the Elevator 1 shaft to t/ze 2-hour FRR Le►�el 1 exct passngetiti•ay The addtttonal, non- Tlre second Eqzrivaleiicy rss��e �fzvolves Elevator 1 opencizg into the FRR exit passagetivay se�ve�ig requtred protectcve featu�-es orz Levels G, 2 and 4 strpport tlics eqnivale�2cy. T/ze design teant reqitests tlie Statnvay 1. Section 1020 4 states, elevntors shall not open cnto exit passageways Also, Section 3002 7 approval of Itent #6 (►vith Optio�a B) of dzcs 2ND AMR presented aUove an thas sectton 1 req�ceres sepa� ate protecteve enclosures for stczirways and elevators Sectio�t 3002 7 does �zot allow a O� C Q( O conurto�i e�iclosttre for botla the elevator and stntnvay sltafts. The ceu•rent 7/1/2007 Graduag a�ad Stau�rvay 1 ►vrll /iave a p� essarrized snzoke coritrol systern accorduig to tlze 2003 IBC artcl fi �•e engtlzeering �� 9.90 Excavatto�z permit sctbntattal drawings cncorrectly show Elevator 1 openi�ag into the Staanvcty 1 extt requirenients �Q� O passageway on Level 1. � $T � p � � �� Y N Please contact me at 303-422-7400, Ext. 283 should you have any questions regarding this report � � �, C 1DOCUMEI�TS AND SETTINGS\SCRU.,OCAL SETTWGS1TEh1PORARY INTERNET C �DOCUM$NTS AND SETTINGS\SCR�L.00AL SETTINGS\TEMPORARY INTERNET FILESICONTENT OUTLOOK\6KP6D4M.1�MODIFICATION TO SOLARIS VAIL ADMIN A40D 1TEM #6 8 13 2007 DOC FILESICONTENT OUTLOOK\6KP6D4MJ�MODIFICAT[ON TQ SOLARIS VAIL ADMI�T r10D 1TEM #6 8 t3 2007 DOC �jC �� j�s� RG��,��' O q 542� WARD ROAp, SUITE 200, ARVADA, COLORADO 80002-1 $38 • TELEPHONE 303-422-7400 • FAX 303-422-7900 5420 WARD ROAD, $UITE 2Q0, ARVADA, COLORApO £3000Z-7 838 • TELEPHQNE' 303 -422-7400 • FAX. 303-422-7900 D A . , , , - , £ �ria�v F� F Ga.tSU�i�Ni Solans Pro�ect PaQe 2 Solans Pro�ect paae q, Solans Pro�ect Page 6 Vail August 9, 2009 Vail , Colorado August 9, 2009 Vail, Colorado August 9, 2009 , Colorado ModificaUon to Item #6 — October 16, 2007 SMOKE GUARD� s�jstem Modification to Item #6 - October 16, 2007 Modification to Item #6 - October 1G, 2007 � Administrative Mod �f�cat �on Request Adrrumstrative Modification Request Admimstrative Modi�cation Reguest Q � C� •`� 99 � � o d ,� � ,� Q o System Descripdon. The Smoke Guard� system Mode1400 (1VI400) � U ,`P O creates a code compliant s►noke and draft control assembly ��hen pa�red � � Obiective of Establislri�rQ a�t Epuivaleitcv in tlris Revort �,j SrEpNrcid O �v�tl� comman f�re-rated elevator doors Tl�e Smoke Guard screen co�l- j � , sists ofa remforced, transparent, polyim�de film. 'I�ie film edge is con- � � a- re e� ciice pu�poses the excei�t of Itena #6 frorn tlie October 23, 2006 Adnrrnrstratave Modrf icatron rs Pre ared b ,� ,� provcded below i�a rtalics Origtnally, Itenr #3 in the Mn� c!z 20, 2007 approved 1ST AMR (Onusseon of FRR Elevator Lo�ib�es p y nected to flex� ble ma p � •• BCER ENGINEERING INC. gnetic stn s �vhich adhere to ferrous metal ra� ls as pe�au2g cnto Rated Corrldors cri G� oup R-2 Areas) The fi � st object�ve of this 2ND AMR sectioii �s to ' 47 ,` M400 pHY51CAL PROPERTIES the system deploys creatmg a t�ght seal. Tlie M400 uses standard butld- � � � ITEM #6. BASIS FOR A REVISION IN THE SMOKE CONTROL DESIGN el�minate t1Te elevcztor pres,rurizatiora Equrvalency established �n tlze 1 S� AMR for ONLY Elevatar 1 . By �jC �V _ ` , � ing po�ver The system may be connected to sta�idby power. � w CRITERIA FOR STAIRWAY 1 AND ELEVATOR 1 om�ttuzg pressunzat�on of the Elevator 1 shaft, FRR Elevator 1 lobbtes will be reqiiired on at least the �i- . - , � ��S `�� August 9, 2009 alr leakage , ' Q � � Le>>el 3 FRR cor� �doi . Tlte ob�ectcve of FRR elevator lobbtes is to p� event smoke from nugrating froni �D A � G = � � , . - � . . x TEST STANDARD� UL 1784 cnd IBC 2003 Codes and Standards. The M400 works m con�unction with the al- � r— Expla�tatio�t of the Smoke Control DesiQ�z Issue witlz Stairwav I a�td Elevator 1 elevator shafts on to upper Group R-2 floor levels. §715,3 . 3; IBC 2006 §715.d.3. 1 , Stephen Rondinelli, AIA Date - * - � � < ready flre-rated elevator doors to exceed the NFPA and IBC require- � TEST PARAMETERS: m6z.. allowable �is 3 � Tfie second objectrve of tltis 2"'D AMR sectiori ts to find ma Eqcuvale�at �raea►zs of c�llotit�cng Elevator 1 to Director of Fire Protechon and Life Safety ' � ' cFm%sF"� O l , inch wg C�P, 72 ° F 'and ments for a smoke and draf� control asseinbly This enables tlie The s�rtoke control pressurizatto�t requirements for siair►vays arul elevator shafts servtftg tlie �•es�dential � j elevator to open directly onto the corridor. � W O floor levels tivere analyzed in deta�l with several scena� ias usirzg the CONTAMW conzputer nzodel open cnto the exet passageway on Level 1 If Elevator 1 can be isolated (protected) fi•om t12e other floor � ,- 400 ° F_ or 84°cFm � fo� 'a 4'�z 7' ele�ator O involvirig drfferent temperatitre and wcnd extremes (winte�/70°F/sununer, and �vitl�/►vithout a 30 mph levels beyond what is prescraptavely requcred, then opencng tlte elevator iizto ex�t passa ewa ma be Reviewed by • ` .� ' doo� o enin'" ' � -� � " ° - � � � .. P 9 ,'„; ; � � � g y y �.' -� TEST, RESUUSrtACHIEVEDi cir leakage less System Operation. The Smoke Guard system �s des�gned to protect posseble ' : '�'� r ;` � °' ` `� t � ;� _ � " elevaior o enin s and shaft from vertical smoke migraUOn. The s s- � Q ►viizd), and with all statnvay doors closed or the top t�vo doors open a�zd the level of dcscharge doors � F t�icn :33 cEm/sF�opening' or� 9 '24,, cFm kr p g y Bnan Thompson , PE, Smoke Control System F�re Protection Engineer of Record , � , , � a, _ - .� ,, , � , , ;q, � , . _ , a � open. ere were issues meetrng the narrow range of presstires required tn the 20031BC, but through �� .� , _ x 7 elevator door°opening' �-., , - , ' � tem will deploy when the smoke detector in front of the efevator I"� tlte process of the engineering analysis it was deternained tltat all the stairways and elevator shafts Method of ObtaiiiinQ an EQUivalencv � , . - , . , . . , � �/ � opening goes into alarm (or on loss of power to the un� t). T}�e system z �'�' Town of Vail Acceptance by . � ` , airleaka e � , ,e` � E �',=� r� �� (excluding Staanvay 1 and Elevator 1) cnu/d hP pressurrzed to nutigate s�noke ntigration hazards � ,.�' ta : - f ,, x - s,�: � r-�� , -. , A �.� � ; ' � �s not designed to deploy on general alann O W We establ�shed above that tlte noia-pressaa-ized Elevator 1 shaft would o�aly prescriptevely require a FRR � ` �hsr. srnN�dRn:_ NFPA 105 ��= 'y � � � � ' A s t h e l o b b smo ke d � _ � _ � o � . � � � Y � � . - �„ P �= �'� °'_ - =" y e tec tor goes mto a larm t he e le�^ator �vill au- � e l e v a t o� l o b b y o�t t h e U n i t 3 0 1/3 0 2, Le ve 1 3 F R R corrr dor. T he Untt 4 0 1, Leve l 4, non-rate d corrcdor is TEST PARdMETERS; max: allowable� -. , � � � a c z s e c t i o r a o f t h e b a c i l d c n g a l l o w s ai r movemera t cn an d occt of t he bui l d�ng base d o�z stack effects caused ` tomaticall return to the recall floor If an elevator occu ant were to ) �iot required to have a FRR elevator lobby. Tlte Group S-2/B/Mflaor levels (G, 1 & 2) below die Group ` � -=�3 cfm/if @� up fo 0,3 inch"wg ,@ �!�00 ° F ,', Y P � by tenaperature diffe�-e�ices arzd tiva�icl effects. Most of tlie time these effects can be accornmodated by the � ` - '� or ,e4,cfm ,fo� =a-4'=x 7, ' elevator,doo� , encou�ter a deployed M400, a screen rewind switch located on both O O O R-2 floor levels (3 & 4) are �iot requ�red to have FRR corridors or elevator loUbtes, Martm Haeberle, Chief Building Official Date " ry = °y �- � ' `'T' sid V.. s»to�:e co�ztrol desagn, but the soutlawest corner of tlae Solaris butld�ng (wl:ere Staerway 1 a�td Elevator 1 Va� l, Colorado � openingi� '., ' - ; ,: : � . �,�.v -, _: -,, • � � es of the screen will allow for earess. If smoke is still actively t1 ! r • *� r,w^ r} < ' J-:"f' : :` t "� ^ c ` b � � are located) does not allow for tlze sinaultaneous pressurczntton of both Staarway 1 a�zd Elevator 1 A ' " � , °r�sr Resu�rs°ACHIEVEO�air leakog"_e' le`s`s� � � be�ng detected, the screen will then rede lo to seal the o enina. � Additionall � the Elevator 1 o enin rnto the Level 1 exit assa etiva or Sta��-wa 1 as rohtbcted b the � ;_ t _ , , __ p y p b ^ � maximum pressure d�ffe�•entaal of approxunately 0 35 tndtes of water column will allow a stair (or � ' p g P 8 Y.f Y P Y � ° ,, than �1 ,34 cfm%sF openmg_at 0,3 �nch� or � � IfAC power �s lost, the Smoke Guard s stem M400 o erate � � Y elevator) door to be opened withira the maxcmum forces allowed by the 2003 IBC Above 0. 35 inches of IBC The IBC does not spec�fically prohcbit an elevator lobbv openin� into an exit passageway, although � _ ; < r - : . _ , y p s on a J ,- , 3 _7.52� cFrn fo��a^_�`x 7' elevatordoo_r. fail safe bas�s triggenng screen deployment, A deployment delay is �� n ct would be reasonable to require 2-hour FRR elevator lobby walls and 90-minute protected openings fo�• ' J opening- •,-�T -� -_.• " ' � .`':,x � l� �,"� , -. built mto the s stem to avoid nuisance de lo s v J tivater colunz�t presstire dcffe�-eiit�al, the door opening fo�•ces are too great. Mike McGee, Deputy Chief Date y _ Y p y on brief ower outa e. � � tlae connection of an elevator lobby to the 2-{toacr FRR Sta� nvay 1 exct passagewczy A�a elevator lobby � � p g � Q � ` Y�- : '� �� `" As ower is restore Vail, Colorado o enrn orce� � P d, the screen will automatically re�vind into the slzould not be co�:stdered an trnoccup�ed space stnce ct would be ttsed for tlte circulatton of occtcpaiats. � p g j �" "; � \ � �' The assue of simtdtaneo«sly pressaerizl�ig Stacrway 1 and Elevator 1 was expinined to the TOV dur�ng die � ' -`+ ` � hnucin� T�u �anit Fo�turoa w oclf aot�vatin t��u�,, , - a�� ,,t��, J � -- ,- - TCG�T OT/�NDARO. 200�' IDC s 10�00. 71� ` � b � Iuly 74/� S �M7 anoor;�,,qr Tlio darign toam lacac ca prrfcr;,r:cc fur- prr.aau� cGiias St�� rvuy 1 u�ul lec� v[R� f, , _ � � - 2006 IBC ' § 1008 1:2 ° j� ; z o Elevator 1 tivtthout snio�e co�atrol pressurizat�on. A solut�o�a for this design approach is prese�ited tn tlus There are hvo possable optro�as to estaUl�sla an equtvalency. The Option A titi�ould be ta � tesr"� PARAMEiERS^ Force <. 30 I65. ; _ ' � � � Unit Dimensions. The M400 is ava ►]able in custom screen sizes to J CC. Chief Mike McGee, Deputy Chief/Fire Marshal f� t o sectro�a (#6) of thcs 2 Admijiistrative Modcficatio�i Request (AMR) r . TEST R�SUITS�ACHIEVED: �S_IL7S appl�ed � door opemngs up to 60" �v�de (assuming a standard 2" elevator door � N • Provcde the prescrrptavely requtrecl l -hotrr FRR elevator- IoUby (ivcth j/a-hocer doors) ora Town of Vail, Fire and Emergency Services � � , �_ ot the edge of s`creen matenol "� O r' y p f y the U�ut 301/302 LeveZ 3 FRR corndor. Thts o � q g f 42 West Meadow Drive , , � � v, ` r - . franie). Consult srnokegua�d can or your local distr�butor far detalled r � /� Staan�ay 1 �tiill have a pressurazed s�noke coiatrol s �stena Tlie ressu� tzatao�t o Statrwc� 1 was done to � ption ti�otald r-e aiii•e a re-desi �i o U�ut information on this product � v J 301 Vall, Colorado 81657 ; " . �Jldnrnrab�litysia"n"rlards _�� ; = � �_ w prescraptively alleviate tlte �teed to provcde vestibules on Stainvay 1 Tlze f YCf��tlCl'S,fY0772 lj1C VFES CClll TEST STANDARD ASTM� E-84 � - l , � also arse Stainvay 1 to sc�fely access trpper res�dentcal floor tevels No eq��tvalency is necessary for F e" ; - - " (V mmc �ee@vailgov com --. resT Par�MEreRS: _ � Installation. Al) Smoke Guard umts are mstatled by factory zeco;- � pressuriztrtg Statnvay 1 ' • Provide a�a Encrcvale�it 2-hour FRR elevato�- lobby and �vith a 90-ntc�zute protected door � ' fl&me spread ��25 �, ; , -=,� � . " ' � mzed personnel Tl�ere is minimal pieparahon t3�ark Installatinn re- o-: openi��,q fi-om Elet�ator 1 to th� 2-horir FRR I ei�el 1 �rit prrcca,;ei�ln�� sPn ��1r� Stainra�� 1 ' r -- 's'moke generafion, < 50 �� - ,T ' �: ` . . quires a clear, plumb, unobstructed tivall surface above the hoistwa Stacnvay 1 and Elevator 1 serve the followang basentent and four upper floor levels and occupanctes T/zcs opt�ora would decrease the a�nount of leasable space f0)' RC1Q[Z 102. r ' - TEST RESULTS ACHIEVED: remforced hlm , ' � door, 120v AC ower and a UL 268 conf r ' Y � � � ' ` P o m�ng smoke detector � s ezceedsYGlass A building building�` � � ," K�rP�nN a �," � ',� " roduct starida�ds -� �. " '"''" ,- ' ` - - � ` � • Garage Let�el • Groi�p S-2 enclosed parkirtg garage e�ztirely below grade. Optton A tivotlld fiot �ltittgate sntoke sp1-ead cnto tlie Elevator 1 sltaft frona Lel�els G, 2 and 4. �- P - �- � � � Smoke Guard systems meet or exceed the requirements of: � Tliies, tl2e Grotep R-2 Unit 401 o�t Level 4 cortld be sttsceptcble to smoke mtgrattoft, ►vhtcli would = � f � flame "sp�ead �ndex � 0 � _ � . - , i • UL 1 " �� Level 1 � A 2-laoccr ire-► escstive rated FRR exit assa ewa sen�in tlze u er Gro« M smoke gene�ated�= 5= � , 784 Arr Leakage Tests of DoorAssemblres � • � ( ) p � y g pp p affect the safery of occupants tivho may be sleepang Optio�a A cs also rzot prefe►-able to tlze descgra ' , , _ i , � (Level 2) and Group R-2 (Levels 3 & 4) occispancies � r. � � - � , , , ' • UL 864 Control Unrls for Frre Protecteve Srgna/utg Systems " �'�' � Level 2 � Group M r•eta�l space. teant due to the need for the re-desag�a of U�zit 301 - " , � - - , , , • ICCEvalirntro�r Servrce Report ESR-1136 > _ , - . - _ . , � Q • Level 3: Tivo Grotrp R-2 dwelluig units corzraected by a 1 -hour FRR corridor � • �000 Internatronal Buildi��g Code Section 714 2 3 � • Level 4: D�ie G�-oup R-2 dtivellcng unit The Option B would be to • 2003 Internatioital Buildrng Coc�e 715. 3 3 oZ ,,� SMOKE GUARDs • 1006Inter»altonal Bzrtldtrt Code Sectton 71 S 4 3 • Provade (a ��nrmallv iton-r•enasi� ed) 1-IiourFRR elevator lobby (witlz 3/a-12our self-closr�tg � sysre,�u g � � • NFPA 105 Installutto�t ofSntoke Coittrol Doo�• Assentblres " a doors) o�a the Garage Level Thas optio�a tivo�tld require the relocation of the 90-muuate, � Statnvczy 1 door to the sout7� sade of Stac�way 1 800. 574. 0330 C 1DOCUMENTS AND SETTINGS\SCR�I.00AL SETTINGSITEMPORARY INTERNET C \DOCUMENTS AIVD SETTINGSISCRU.00AL SETTINGS\TBI�4PORARY INTERNET WWW. SMOKEGUARD. COM a C �DQCUMENTS AND SETTINGS\SCR�L.00AL SETTINGS\TEMPORARY INTERNET F1LES\CONTENT OUTLOOK16KP6D4M.1�VIODIFICATION TO SOLARIS VAIL ADM1N MOD ITEM #6 8 13 2007 DOC FILES\CONTENT OUTLpOIC\6KP6D4M1�.1�40DIFICA7'lON Tp SOLARIS VAIL ADMIN MOD ITEM #6 S 13 2007 DOC F1LES\CONTENT OUTLOOK\6KP6D4M.11I�10DfFICATION TO SOLARIS VAIL ADD'IIN MOD ITEM #6 S 13 2007 DOC � / , SG50-d, REV 8 • � 20D7 SMOKE GUARD, INC � � $420 WARD ROAD, $UITE 200, ARVADA, COLORADO 80002-1 83 8 • TELEPHONE• 303-422-�40Q � FAX 303-422-7900 5420 WARD ROAD, $UITE 200, ARVADA, COLORADO 80002-1 a3 £3 � �fELEPHONE 303-422-7h00 • F�x 303-422-7900 $420 WARD ROAD, SUITE 200, ARVADA, Co�oanoo 80002-1838 � 7ELEPHONE 303-422-7400 � FAX• 303-422-7900 0 � a� w J N � ADMINISTRATIVE � � ��' MODIFICATION � � � � -� Qo � � J � `i� � o PLOTTED 2 / 11 / 08 o � � J'o CHK'D BY Dave Leiker, P E 0 � � COPYRIGHT 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS � +. � SHEET NUMBER I o x � x � - oj` Q E �y' N Z � � D . P .A. PROJECT # D�c 2 2 2�p�p6232 . 00 � U N � � Y ��llle� LO Oic1 xo , C ' � . ' . - � Archit ts _ �- 126V AC IINE IN ' `"� - - (by others) ~ � � � 2301 BLAKE ST , STE #100 - � ;..:�'"� l� _ �=�= HoUSING DENVER, COLORADO 80205 _ .,�.:. - >�=°' _ _ ; .- = - =-r ' � SMOKE 303 861 8555 F 303 861 3027 � - -- � - ''z,"'�'..�_-;l LL ;� ;`sa.. � QETECTOR � . .s=,. . k , t '.'}5 a ,��?` � ' �,51 � 1 �`�'� _ T.` �3� � `� -a�' - N.y'°. - � ..�""'� _ MoUNT� NG PL,4TE - `�"�� j ��- I 0225 MAIN STREET UNIT C101 � �5�� :.' a.� EDWARDS , COLORADO 81632 - r -. --�.�,.a� _� +;��,`,:-. _ ? _,.�".� � I ` 1�'a� � - .�r"'�r' '" -. _ _ ,_ ` _ _'S..v3yri��» ° �' w _,.- ST i `- _ J� 3�a•n +�._ _�I J, r. -` Y`"_ ' - ? �F, �n!{ }��v�4�i�`�=�> "�:k � � � � s °`Yl�. '+�ni?� �'� ��`yJ' i _ - - i '� Yi�4�.S�rr -i�° '$hT"._ T� - Fi r ' - " _ _ _ ' ' ' � ..hak'£x-X�°� �s��}r. y�`'� 'a�' ' ' ,,.4 'y �d=.�.'9�' 's 3'�'kf`_ '� � - ' _ �''-c, l�� g i-�ea w'l�-y�x �- F = f n �' __-g` �_.`a'}�x''-�'+A_+� t � ` . � �.,�- t•y" ' -'`� �, _ ��'��''�'.-�� 5 � � ° y - } P- � � � a~ ��4 ' �"�` =� � { KEVIAR�' • . � ` - , � � - E— CABlES • _ - ' � . ` - ,- JUNCTIGN 80X � _ t , � �"° A��ss ALTERNATE RAIL OPTION " ° _ _ REQUIRED) REWIND MOTOR _ - ; _ - ` � - ' " INSIDE NOIJ`' INCr a� � � � � ? � " - — �� SMOKE DETECTOR - _- �� FLEXIBLE ----- POLYIMIDE � , � - - � � , �,�'; �� ,� MAGNETIC �— GEILING oR SoFFIT BY OTHERS �, -� ; -,- SCREEN ; � - - - _ " �=._�;x� =_ s ., - � - EoGE NORMALLY CLOSED REINFORCED � ' - � � �'x � ` -� - `�� WITH NOMEXa ; ' - ' = :_'_ '� " ' - A�iu�RT RA�� DRY CONTACT � �.. � - ` - . , � �,� °�?>` � OPENS ON ALARM � � ' - _ - _ °� - _ , r _ "�'_ � � - =r.�' ' -_ �' - t � - ' � ' � .>' _F �- _ - _ � ' � F�;~£ F 3�j _ � O 3 � _ ��' . "* " - � ' _ � - - _ P _' � � � ?n:£� `�� $ END- OF- LINE DIODE , - - _ �.. •r�- - - � - _ _ � ` �c=`` - . ° _ SCREEN _ _ - - =s'�� , =- - a = � - "� = x :�'� � �. ` � REV,riNp FURNISNED BY SMO< E GUARD � �� - '� �� g � � ,� ' �1 .� � � _ ; _ � _ SWITCH - AUXILIART R4IL 120VAC INSTALLED BY OTI-! ERS g g _ _ En ineerin Inc _ _ , f� _ � � _ ;�., AUXILIARY N C t - � �� - � - _-- =:�= - - CONTAGTS � AT INITIATING DEVICE � ° � _ - � : .-, f ~ �=-, �._� __�- � - E_ 120VAC COM �. # : - ; __ _ ; �Y ; \\ BY OTNERS S42O WARD ROAD � SUITE ZOO � - _ - ' $ '��,.��?``.•- ` - _ � ' _ \ \ N 0, m ` 3 9V 2W A RVADA C� $��2-1838 ° : . _ � .� �� r - ' i2ovaC i2ova,C PHONE 303 4227400 � f ' � = . ��°�_ _ � - �. �: t �=s: �_�_ �ou7 F�vc 303 4227900 : - -c` - ° ' -a=�'_='"� ' - � ` ' -� ' STU6 RAIL� GAIV KCPLAGC FULL L�IVGTH ALARM GIRGUIT -�°` - THRESHOI� LANUING �LEVATION - READI' STATE SEGTION - READY STATE 2A f1AX ( AUXIUARY RAIL � 2 � ""�'�� ' `f `�� r� - "y� AUXILIARY RAILS WNERE ELEVATOR JA�1B IS I BY 07NERS � . �� __ ,_ .� ; .�� uousiN� ( � - � °' �`� ` ` ' � - " FERROUS JUNCTION ( t - ,.;�---�- `� AUXILIARY RAiI BACKER t AT LEAST 2" WIpE �X ISSUE/REVISION DATE NO � PROJECTS BEYOND WALL � �'��,�3 SriOtcE GU�tn° PROGRESS SET 02FEB07 1 , � � systems � �� p�D �� DESIGN DEVELOPMENT 20JUN07 2 - — _:_.. " n �.- = y US PATENT NUMBERS 7,00o ede • 7028 7d2 AND OTHER US PATENTS PEND�NG �—±� GRADING & EXCAVATION PERMIT 01 JUL07 3 � � - — --, -- UP TO 4 NOUSINGS CAN BE WIRED CD / PERMIT 26SEP07 4 ' • � �i . �_ � _-_ _ � � TO AN END-OF- LINE DIDDE AT AN TOV RESPONSE 11FEB08 5 � � NOU5ING SIDE VIEW AUXILIARY CONTACT SR� OKE GUARD systenl __ � NSTRUCTION DOCUMENTS 08AUG08 6 L�sted Releasing Device. The M40Q features a � ^ TOV UPDATE 05FE609 7 � odel � 00 ° - _ � releasing device tested in accordance wrth the UL � �� TOV UPDATE #2 17APR09 8 $64 standard ;` v}_ ` : � _ - - - - _; WIRING DIAGRAM - ALL ELECTRICAL BY OTNERS F'a� l Safe Secu ►•e. The M4UQ operates on a fail Re�vind S�vitch. The Smoke Cuard system � 5c�1 t�SSEt��1' (�pwrEn) safe bas�s The loss ofAC powerwill trigger rcwind switch may be activated from both s�dcs of 1 screen deploymcnt Thcre is a deployment delay the screen Th�s feature allo�vs elevator occupants � • s��e Nrs on power failure built � nto the system to avoid to exrt from the elevator car using the intenor n�usance deploys on brief power outage. Upon (shaft s�de) of the sw�tch The screen �vill then rc- I.ANDiNG ELkVAtION — DEPLOYED STATE SEGTION — DEPLOYED STATE restoratron of power tl�e screen will automatically deploy after egress, as long as the smoke detector s�,� rtrs ' rewmd into the housing Tl�e unrt also fcahcres a conhnues to be activated, providtng conUnued . _ self-act►vattng hous�ng donr closcr. smoke protection for the elevator ho� st�vay , s�+o�.-e �F., cu� W I R I N� D I �GR�►M ; s,.,oKF�,��j�CUARO ; �� i oN � s�c� i oN www smokeguard ,cam DESfGN DETAILS FOR f1400 SMOKE GUARD SYSTEM SHEET A OF 4 �� q9� www.smokeguard com DESIGN DETAILS FOR f1400 SMOKE GUARD SYSTfM, DIMENSIONS AVAILABLE FROM YOUR LOCAL DISTRIBUTOR su��r 2 oF a " � $ T EEJ � - � Y f�! � 20 � fi�,� \��V l Z Z v �SED AR �`� � �,e��7,o ,v L�F� ��'sv�7� � . .• . ' . .�. , � - � _ ; • ~ J ; � � 120V AC C� � LL ALARf1 CIRCUIT � � � 3 � � z NOU51NG GLEARANCE t � � > � ' ' � o ' - - - - - - - - - - - - ' ' _ _ � � w L � � O - - - - - - — ---------� � - - - - - - - , , hiOUNTING � i SMaKE DETECTOR a PLATE � � Q � � i � � CEILING OR SOFFfT ' NOISTI�AY �LEVATOR JAf1B � � Q � i i � ° J z � W � � 0 � � � � � � a , � � Q � CEIUNG OR SOFFIT DOOR � O O � I 1 � � OPFN I NG � � (� � C� ( N S AUXILIARY RAIL TOP OF � ^ � Y 1 I o ' NE DA AMB � i i � ~ J � F � � N j � SCREEN ASSEf1BLY CLEARANCE O ` N I � ELEVATOR JAMB PR0.IEGTION � / �••L•■ ° i I —'-- ELEVATOR JAf1B � Q AUXILIARY RAIL Q ' 0 3 2� Z J ; � � � � � � � ° ; NEAD SECTION DETAIL � PLAN AT JAMB (V C� � N � LANDING ELEVATION SECTIDN 3 � ; Z ; . 0 , a U Scale NTS � Scale NTS Scale NTS , L� KEYPLAN 3 � � i � O � . F �I �AD S �C�" IIJN D�i"Ai L � PLAN A�" JA1'18 a � r .+� � . _ � coN��c�aR ' s PR �P��►� i oN sc� �r�AT i c � � sF,o� _ �: ��ARn � � SMOKC _��• - �GUAAD � ` www, smokeguord com DESIGN DETAILS FOR M400 SI`IOKE GUARR SYSTEf1! DIMENSIONS AVAILABLE FROf1 1'OUR LOCAL DISTRIBUTOR SNEET 3 OF a N wwwsmokeguard com DESIGN DETAILS FOR (°IA00 SMOKE GUARD SYSTEM, DIMENSIONS AVAILAB'_E FROf1 YOUR LOCAL DISTRIBUTOR su� i oF a ; - z . � � � ' 0 Q � I � Q cn J T � N �-- � � N � J N N �, ADMINI TRATIVE �� ` MODIFICATION Qa � � , �� o o � T � PLOTTED 2 11 08 ° `v CHK'D BY Dave Leiker, P E 0 N � COPYRIGHT 2006 8Y DAVIS PARTNERSHIP P C , ARCHITECTS a � � � � c°fl SHEET NUMBER ! x ° { x � � , � o� Q , � � � ' i z�!; c D . P .A. PROJECT # D�� 2 2 �Q09�6232 . 00 , J N " � �A��ui9� (,o nr� � � � � � Y X � � - ,s, i , ' • ' � Archit ts �F� �-�,, . ,, M_ ; t� �� . , _� F := r ` � a�r' '�y.c ;,�'m,a � ��IItC �' ii15�11i053 2301 BLAKE ST , STE #100 �_�� _ � � - -' + ; yi f_` °� � ;" A '� t� �� >� ; ? .'t _`'Da� id B fcob�nson, I�.E DENVER, COLORADO 80205 _ � � � � x ; � ' , �� {� �'.- --�4 .�<< 'Ricliard U Illatthics, P e. Solaiis Pro� ect Solans P� o� ect �� '' e Page 3 303 861 8555 F -, ' � '� _i ',� r� ��` ` Siephen C. Ronduiclli, AI3 E N G I (�! E E R i N G ; ` " � ° `' ; �' _ ' , , a� �� 'R ' r.oer� t at ••it �t�e° co, �tet o, t� [. Vail , Colo� ado pa �e 5 SoIaris Pro ,,ct 303 861 3027 t�aiI , Col �rado ° � � Page 7 O� iginal �iu�ust 13 , 2007 Origitial Au,ust 13 , 2007 Varl, Colorado Or� �Tinai Au �r � 0225 MAIN STREET UNIT C101 } , 1� '_ }, ' ' '9 �", �� Seconti Administiative T�odificat�on Re uest � �ust 13, _ 007 � i � � � � � 4 �` � �� t` � � � � ` ` - "'� y { ` ! � µ q Revised, Apn14, 20� 5 Second Admtn� strahve Modificahon Request Revised Apnl 4, 2008 Second Admiuistrati� e Modificahon Rec� uest EDWARDS, COLORADO 81632 Revised . April 4, 2005 970 926 8960 F 970 926 8961 The ti�e � � � fre s�fet}� features of tliis buildulg rec� uired by the 2003 IBCIIFC and Vait Amendnlents Au�Tust 13 , 2007 �vill he included in tlie desi �rn ��•ith ITE�7 #4 U'I'ILIZE � LII4TITED AR�OUI\TT QF COII�I3USTIl3LE �'t'pOD 1�ZAT � � � l�, � � `1/� � � Re� ised October 4, Z007 ` U EI2IAL �,s ARCI�ITECTURAL TRI11'I It7QRE TI�AN 40 fE �T AI3pV� GIt�+,DE evised : Aprii �E, 2Q0� � A.n NFPA 13 automatic fiie spi7nkle► s}�stem tlu-ou�hout tlle buildmb e An NFPA 14 standpipe system Prescripti� e 2003 IBC Re�uirements for �i�hich an Ectui��alenc� is Proposed ` A�r Charlie Davis, Chief Building Official a A fire pump � Building Safety and I�ispection Services Q An emergency and standby po�ver genei ator This section reviews the presci-�ptive require�uents of the IBC, «�hich this AMR item is aslang � � ADMINISTRATNE MOD FC ATION RE �N � �' ��'i � �., ; To�vn of Vail, Coimnunrty Developmeirt e An emergency voice/alai7n conunumcation system fire alarni s stem relief from based ou an e uival ` 77 South Frontage Road y q ency Section 1406 2 2 of the 2003 IBC allows Type I, II, III or THREE SEPARATE REQUESTS • An emergency radio amplification systeul in lieu of a t��o-�vay fire department conmiumcations IV buildin�s that do uot exceed tlu-ee stones or 40 feet to have e�tei7or �vall covenn s constructed Vail, Colorado S 1657 of wood Where the fire separation distance from th Q � 1 -970-479-2142 (Office) system ( e buildm� eYtenor wall to the property hne SOL�IS PROJECT � Pressunzed stainvays (smoke-proof exit enclosures) m lieu of vestibules servin� floor levels more or center of the public way or street) is 5 feet or less, combustible e�tenar wall coverings camiot cdavis(n�va� l �ov com than 75 feet above the lo«�est level of fire department vehicle access exceed 10 percent ' 141 EAST NIEADOW DRIVE VAIL, COLORADO � �,�"`�""-`�'"�`°--- ----~ Mr Mike McGee, Deputy Chief/Fire Marshal • A Fire Command Center (FCC) � � � �� 3 �� ' Section 1406 2 2 roliibits combustible architectural trim on the extenor wall of the buildm� for , _� _ � To�vn of Vail, Fire and Emergency Services The floor levels, areas and uses as defined by the 2003 IBC are as follows. heights that exceed 40 feet above the grade plane Archrtectural tnm above 40 feet b � � �� ' ; � 42 West Meadow Drive is reqwred to be constructed of approved non-combustible matenals and secured to the «all ��th metal or �� ¢�,�� r� � ��{i� „ ai , Colorado b1657 • Garaae Level, 107,000 square feet, entu-ely below grade �vrth Group S-2 enclosed arkm and uttier apUroved non-combust�ble brackets The mtent ot this code re uirement is to r � 1 -970-479-213� (Office) P g spread of fire across the extenor surface of the o q p event the Prepared for. `_ � 1 -970-376-0738 (Cell) uicidental mechanical areas buildmb Engineering, Inc. ]11111CQC@nQ,Vc111 �OV COIll �liIEC � 'lhlichin an E uivaloncy in this Rc oi t J'�LO WAKV RV/�U 1 --- • Plaza hve of F.ct, Q n �, � Su � t 200 Davis Partnership Architects ' r ' '" � � i � � � � nr � G� ;:� Leve1 7R n(ln crli �ara fPPt, ,c 8r�d0 on tho 3o„ch „d,, a�,�I L�tvw graae on tne nortll side ' o�-s hznll� e �� , u, u � c- i oi -- ��- - - - -- tivith Group S-2 enclosed parkmg, Group M mercantile, Group A-1 3 -plex movie theater, A RVADA, C� 80002-1838 Mr John Plano, Plans Examinei /Senior I�ispector Smce the ob� ective of Section 1406 2 2 is to prevent the s�read of fire across the f PHONE 303 422 7400 Vail, Colorado 81632 Mr. Matt Royer, Buildmg Official Group A-2 food/dnnk restaurants, Group A-3 bowhng alley and mcidental mechanical areas ace of the Office 970 926 5960 eatenor wall on upper portions of the extenor wall beyond the suppression capabihties of the fire Frvc 303.422 7900 Colorado Inspection Aaency department, any use of combushble wood archrtectural tnm more than 40 feet ab FaY 970 926 .8961 Mumcipal Buildmg Department Services • Promenade Level, 72,000 square feet, above �rade on the south side and below grade on the ove grade cannot allo«� fire to spread from one archttectural wood feature to another wood feature Therefore the _86 Chambers Avenue, Surte # 101 north side �vrth thz entrance to the Group S-2 enclosed parlang garage, Group A1 mercantile, ob� ective of this report and the proposed desi�n prevent the spread of fire from one � ISSUE/REVISION DATE NO ATTN Maggie Fitzgerald & Scott Nevin P O Box 1618 Group A- 1 movie theaters, a support area for a Group A-2 food/drink restaurant and mcidental vood element storage and mechamcal areas to the next ad� acent wood element by providing separattot� of the wood elements and breaking the Eag e, Colorado 81631 - 1618 Chain of Fuel PROGRESS SET 02FEB07 1 1 -970-325 - 1790 (Office) DESIGN DEVELOPMENT 20JUN07 2 � � � o ul t�lano(n�co111Spect com • Lobbv Level, 57,368 square feet, at grade on the north side and above grade on the south side The des�gn will attempt to mrtigate the hazards ofusmg wood elements over 40 fee GRADING & EXCAVATION PERMIT 01JUL07 3 matt rover(c�,comspect conl with a large mam lobby entrance to the Group R-2 residences and Grou B su ort areas for t above the CD / PERMIT 26SEP07 4 Concierge services p pp ground by usulg a limrted ``I�eaw timber" des�gn approach that prevents a Chaiu-of Fuel" from developmg by providing separation between wood elements The remamder of the exterior finish TOV RESPONSE 11 FE608 5 matenals (sidtng, tnm, fascia, etc ) will be non-combustible, fiber-cement cementitious matenal CONSTRUCTION DOCUMENTS 08AUG08 6 RE: Solaris Proiect at 143 East n7eado�v Drive, Vail, Colorado, Second Administrative • Condo 2 Levet, �3 ,637 square feet, entirely above grade wrth Group R-2 residences and small TOV UPDATE BCER Engineenng, Inc incidental areas far � anitor service, electncal equipment and trash chute access 05FE609 7 Modificltion Repuest for Alternate Metl�ods and I17aterials for Multiple Items. BCER Engineering Additionally, the wood element features must be securely attached and remau� m 1 ce TOV UPDATE #2 17APR09 8 5420 Ward Road Project #�379 O6 001 .00. buildui if i nitcd to i � � p a on the Arvada, Colorado 80002-1838 • Condo 3 Level, 49, 142 square feet, entirely above grade with Group R-2 residences and small for a si nifi ant a � et �iit ui� uiies fiom falling ob� ects that couId ui� ure fiiefigliters oi civilians Office: 303 422.7400 Dear Charlie, Mike, John and Matt mcidental areas for� anitor service, electncal eqwpment and trash chute access � mount of hine (at least 2 hours). Each of the main stauways serving the upper Fax• 303 .422.7900 residential floor levels will have an automatic-wet standpipe hose outlet on each floor level to allow for suppression activities at higher elevations on the exterior walls m the event that oue of RODUCTION � Condo 4 Level, 46, 857 square feet, entirely above grade with Group R-2 residences and small the wood extenor elements is ignited BCER Pro� ect #479 06 001 .00 incidental areas for Jamtor service, electrical equipment and trash chute access Origmal• August 13 , 2007 These modifications to the currently approved Administrative Modifications are based on Revised. October 4, 2007 Refer to the attach Drawing ELEV 1 and ELEV2 for actual locations and sizmg of extenor wood discussions benveen Brian Thompson P.E., Schirmer Engineering and Dan Feeney, SolAris with � Condo 5 Level, 39,347 square feet, entirely above grade with Group R-2 residences and small members The elements shown on the drawings m RED are the combustible exte � Revised : Anril 4, 2008 Charlie Davis Town of Vail BuildinQ nor wood � � b Official and A'Iike MeGee, Town of Vail Fire Marshal. BCER mcidental areas for � anitor service, electrical equipinent and trash chute access. elements referenced in tlus report, witli the exception of a few wood elements on the East Engineering was not a part of those discussions, but supports the changes to this docuwent. Elevation. The CAD program would not print these elements in red but the a • Condo 6 Level, 22, 820 s uare feet ent�rel above rade , y shown a�id � O � C OC O q � Y g (greater than 75 feet above the lowest labeled on the drawmgs . Listed dimensions of the extenor wood elements are listed m inches This report is mtended to establisli a Code Equivalency approach for several design issues covered in this level of fire department velucle access) with Group R-2 residences and small incidental areas foi � q report as allowed by Section 104 11 , Alternative Matenals, Design and Methods of Construction and janitor service, electncal equipment and trash chute access. �Q� 9� Equipment m the 2003 International Buildmg Code (IBC) for the Solaris Pro� ect m Vail, Colorado. The � STEPH €fiJ O � Y � 542D VI/ARD ROAD, SUtTE 200� ARVADA, Co�oR.a�O 80002-1838 � TELEPHONE 303-422-7400 . FAx 303-422-7300 5420 WARD ROAD� $UITE 2��, /aRVADA, COLORADO 80002-1838 � TELEPHONE 303-422-7400 s Fp�( 303-422-7900 f�C �� 5420 WARD ROAD, SUITE 200, ARVADA, CO�ORADO 80002-1838 • TELEPHONE 303-422-7400 • F,vc 303-422-7900 ��s�� A R �� T � i Salaris Pio� ect Or' Q P� ��e 4 Solaris PioJect , YG 1�0 l � iM � � ^ V�G,(�+, ' � Page 2 Solat�s Pro� ect P� e 6 Solar�s Pro� ec,T Va� l} Colorado ginai • Au�ust 13, 2007 Vail, Colorado ° Page S Second Ad�iiimstrative Modificatioi� Re uest Orlgi2� a1 ' August 13 , 2007 Vail , Colorado Oziginal • August 13 , 2007 Vail , Cola� ado �1 Revised Apri14, 2008 Second Admmistrative Modification Re �2est Onbma] Au�ust 13 , ?OQ7 � Revised • Apn14, ZOOS Secoud Admintstrative Modification Request Revised Apn14, 2003 Second Adnunistrative Modification Request Revised: AprzI 4, 2005 approach described here ��ill Z�rovide a basis for the equ�valency that you can consider foi _vour approvvaI d Condo 7 Level, 1 , 000 square feet area, entirel above grade Ii'Ietriod of ObtaininQ an Equivalencv TIie mtent of tl�is report is to establisl� the basis of alternate design methods that is �t least equivalerlt to y (greater than 75 feet above the Q the piesci7ptive requuements stated m the 2003 TBC The design team feels the alternat� ve design lot��esf IeveI of tre departme�it vehicle access) seivm� a single Grotip R-Z residence on the r , ABLE OF CONTENTS Condo 6 Level (a small 1 ,000 squaie foot residential area accessed from a single residei�ce on tlie The To�vn is receptive to the use of these eatenoi c V uiethods preseuted iu this ieport aie equivalent to the piescnptzve requireinents iu the 2003 IBC but ilie ) ombustiUle wood features if tlie fire hazards � � INTRODUCTION floor below associated with tliem can be mitigated by the utilization of a safe design The hazards and design � 3 team is also rece tive to d�scussin� further im rovements to the ro osed desi n methods if the �Town of J nutigation measures associated with extenor wood elements are described belo�v. � ail feels an e�uivalencv has not been established The design team �vill pro«de a set of current progress drawings for reference �vith tliis report. � BASE BUII,DING & SITE INFORMATION 4 - � Sechon 104 11 allows for the acceptance of an alternative matenal, design or method of coustruction The pnnlary fire hazard mitigation strategy associated witli usmg tl�e combustible arclutectural � � � OVERVIEW OF THE THREE ADMINISTRATIVE MODIFICATION REQLTEST ITEMS 6 OVERVIEW OF THE THREE ADMINISTItATIVE A'IODIFICATION RE I1EST IT�MS elements would be to � where the buildmg official finds that the proposed design xs satisfactory and complies with the mtent of � w the provisions of the 2003 IBC, and the matenal, method or work offered is at least equivalent to that This report was requested by the Solans design team to provide a basis for establishing an equivalent • Protect the wood architectural elements froin igmtion 0 � TTEM #4, UTILIZE A LIIVIITED AMOLJNT OF COMBUSTIBLE WOOD MATERIAL AS prescnbed in the code. Compliance with the specific performance-based rovisions of the IBC in lieu of �/ �- Z A.RCHITECTUIZAL TRIM MORE THAN 40 FEET ABOVE GRADE P design metliod for the three design issues (#4, #5 and #6). These issues mclude: • Or if igmted, prevent the igmtion of additional wood architectural elements or the LL '7 specific requ�rements is also a penrutted alternative extension of the fire to the intenor of the buildmg � � ITEM #4 SIGNATURE PAGE 11 • Item #4 (Page 7), estabhsh an e uivalent desi i i q gi nethod to utilize a limited amount of � w The desi�n team reauests that each of the three Administrative Modification Request Issues presented m combustible wood matenal as architectural tnm more than 40 feet above grade based on Section The igmtion of wood and the spread of fire across its surface can de end on sever �� r � O O ITEM #5, COMMON PATH OF TRAVEL IN EXCESS OF 75 FEET IN GROUP R-2 DWELLING this renort be considered mdividuall for a roval or re� echon. All approved issues in this report will P al matenal iJNITS 1406 .2 2 . factors. Some of the more unportant factors include: v Q 12 also have to provide an "overall equivalent" approach based on the intent ofthe IBC This report presents � � >- ITEM #5 SIGNATURE PAGE 15 all the anticipated design issues in this report so their overall affect on the pro� ect can be assessed for � Item #5 (Pa e 12 , establish an e uivale L consideration of approval, but the design team requests that each design issue is also given individual g � Q nt design method to resolve the conunon paths of travel • Size and dimension of the matenal Wood elements with smaller dimensions will ignite 1� � \ ITEM #6, BASIS FOR A REVISION IIV THE SMOKE CONTROL DESIGN CRITERIA FOR exceeding the 75-foot lunitat2on ui the Group R-2 dwelling umts based on the requirements of easier and bum faster � � J STAIRWAY 1 AND ELEVATOR 1 consideration Section 1013 3 of the 2003 IBC z 16 • Orientation A wood member m a vertical onentation (a post) will allow fire to spread J O O W ITEM #6 SIGNATURE PAGE 20 This report will present each issue mdividually with code and/or engmeering references that either much quicker than a wood member in a horizontal onentation (a beam or rail • Item #6 (Page 16), establisli an equivalent design method to form a basis for a revision m the � O � 'J � support approval or re� ection of the proposed equivalent design method The intent of the documentation smoke control design criteria for Stauway 1 and Elevator 1 • Number of wood items and nroximitv to other matenal A suigle wood iteui will burn O � ADMINISTRATNE MODIFICATION REQLTEST CONCLUSION in tlus re ort is to slower than two identically sized wood items in close proximity to each other. The O � 21 p give a complete review of tlie available code and engmeenng references to provide a radiant and convective heat from a burnin wood item will eventu � Y valid consideration of the proposed equivalent design methods Each of the three Admmistrative Modification Request items (#4, #5, and #6 will be resente g ally cause the ignitian � � � ) p d mdividual of a close adjacent wood item and the two burning items will radiate heat between them = � � for consideration in a smgle section of this report with an individual signature page for approval. to mcrease their burnmg rates. � � �� The acceptance of the design equivalency presented m this report is intended to apply only to the Solans - project for the snec� fic anrl , �ar;�n de��nbad T'hi� oqui-. alcuoy ., il�e Q�,�,ll�dble to any other pro�ect and Smce the size and dimension of the wood m v J is not mtended to estabhsh a precedent for design in other pro�ects aterial affect the igrution capability of the L.L � � � architectural element, only solid wood elements without voids should be allowed The cross- o � � BASE BUII,DING & SITE INFORIIZATION sectional dimensions of tlie wood element will also determme how long it will remain mtact m O � N the event of a fire Wood is a char-f ozmmg combustible matenal Charred wood has no strength Z � � to support its attachment to the buildin so the remainui un-cl� w The proposed Solans project site is located at 143 East Meadow Dnve in Vail, Colorado The site is g g arred material is what actually ---� will keep the wood from fallmg off the building This renort to establish tlie tli�ckness of waod � O ° ounded by. � °' members relies pnmanly on engmeenng � ud ent rather than a calculated or modeled metliod, � /� • The South I-70 Frontage Road on the norih due to the vanabilrty of char rates for different condrtion and matenals (V v , � East Meadow Dnve on the south N � • To provide enough wood strength to keep a wood member from fallin off a ' Vail Center Road on the east g the buildmg for at � � An adjommg property on tlie west least a 2-hour fire exnosure, the following diniensions are recommended � 0 � A 4-inch minimum thickness for anv wood member attached directly to the non � This building will consist of 7-stories above grade on the north side and 9-stories above grade on tl�e combustible extenor wall surface. j There should also be af least 4 in KEYPLAN w south side The top floor is 65 feet above the road access on the north side and 92 feet above the plaza ches of wood from t the center of attachment bvlt to the edge of the wood member parallel to the attaclunent F= access on the sauth side By the definition ui Section 403 1 of the 2003 IBC, the buildmg will be bolt (i e. , at least an 8-inch width}, or some other means of non-combustible br acketmg � considered a high-nse structure since the highest occupied level (Condo 7 Level) is more than 75 feet (92 supportmg the lower edge of the wood member. N feet) above the lowest level of Fu-e Department access on the south side of the buildmg. The buildmg will Z be built wrth non-combustible construction as determined by the First Admmistrative Modification � An 8-inch mmimum Q Request (AMR) dated March 20, 20Q7 and approved by the Town of Vail. thickriess for anv wood post architectural member that can be � - ex osed to fire on all sides that is not attached dtrect to the n - Q� p on combustible surface of the extenor wall If the length or weight of the wood member is significaut, � � � � � � 5420 WARD ROAD, SUITE 200, ARVADA, COLORADO 80002-� 838 • TELEPHONE 303-422-7400 • FAX 3Q3-422-7900 � 5420 WARD f20AD, SUITE 200, ARVADA, COLORADO 80002-1838 � TELEPHONE. 303-422-7400 • FAX 303-422-7900 5420 WARD ROAp, SUITE 200, ARVADA, COLORA00 80002-1838 � TELEPHONE 303-422-7400 • FAX 303-422-7900 N � 5420 WARD ROAD, SUITE 200, ARVADA, COLORADO 80002-1838 � TELEPHONE. 303-422-7400 • FAX 303-422-7900 J N -f-� N � �� N � ADMINISTRATIVE Q v 0 MODIFICATI � N ' �� a � in 3 +� p � / O >..� v � J � 0 PLOTTED 2 / 11 / 08 � � � �o CHK'D BY Dave Leiker, P E � � � X � a COPYRIGHT 2006 8Y DAVIS PARTNERSHIP P C , ARCHITECTS a o � z SHEET NUMBER � � N z � � E � J D . P .A. PR �C 2 2 ��09 NU N � � Y - OJECT � 06232 . 00 Xo �.��,�sl� �' cal��ado C ` � � , ' . - • Archit ts 2301 BLAKE ST , STE #100 DENVER, COLORADO 80205 303 861 8555 F 303 861 3027 0225 MAIN STREET UNIT C101 Solaris Pro ect R � So (aris Pro ect ^ Sclans Pro ect Solans Pio� ect EDWARDS , COLORADO 81632 ) Pa�e 1 _ .1 Pa�e 1 �� J Page 1 b Page I � 970 926 8960 F 970 926 8961 Vail, Color�do Oiigtnal Auaust 13 ?007 Va� l Cololaclo Oiiguial �ugust 13 , ?Q07 Vail , Colorado C�itgiiial Au�ust 13 , 2007 Vail, Cc�lnrada Original �ugust 13 , 2007 Seconti Administrative Mod� fication Rec� uest Revised Apnl 4, 2005 Second Admmistrative R�odiiication Request Revised Apnl 4, 200S Second Administrative Modificatioia Request Revzsed April 4, ?OUE Second Admimstiati��e Modificat �on Request Re� ised April �, ?O�S sprinklers 1TJitli tli� s lar �e desian at ea, the likelihood of a�i uncontrolled, fast-�rowing Obiectis e of Establishin6 an Equivaten�� in this Rep� rt I'I'L:�i� r�, COIi�INtON I'ATII OF TR�V� L IIlT E�CLSS O�' 75 ��T IN GROUP R-2 D��TELLING fire blockin� an egress patll � s gieaily ieduced ITEIt'� #6, I3�SIS FOR A RE�%TSIOliT IN THE SIVIOI�E CQl\'TItOL DCSIGN CRIT�IZIA I�CI � UI�TIT6 TO 12� I'EET STAIit�'�A61' 1 AND ELE�'�TOR 1 - Origmally, Item #3 m the R�I1ich 20, ?007 appzoved 1 ST AA�R (Otniss� on of FRR Elevator Lobbies Open�n� into ltated C.brndoi s ui Group R-2 Areas) The first obJecti��e of this 2�`�D ��R � " � Lookni�, ahead to thc continuously changinb codes, the next code cycle for the IBC is the 2009 - - �- � `� �'_ __ _ _ IBC The ..007 Su lement to the IBC is documentation of the chan�,es resultin, trom tl�e code Etplanatioiz of the Smoke Control Desian Issue �i ith Stairn�av 1 and Ele��ator 1 section is to eliminate the ele� ator pressurization Equivalency establtsl�ed in the 1Sr AMR for '� ^ � rescrintive 2003 fBC Requirements ('or wliicfz an �quivatenev is ProUOSed � pp ' a ONLY Elevator 1 By omittm� pressunzation of the Elevator 1 shaft, FRR Elevator 1 lobbies change �vork perfonned m 2007 The 200S Supplement to the IBC has not been published The Section 1013 3 of the 2003 IBC limits tlie �uaaimum common path of egress travel distance to 7� 2007 Supplement to the IBC does not modify tlie 2006 IBC co�nmon path of e�ress travel for R-2 The smoke control pressurization requirements for stainvays and elevator shafis servmg the �vill be requiied oii at least tlie Leve13 FRR comdor The ob� ective of FRR elevator lobbies is to feet or less The defimtion of Common Path of Egress Travel �iven m Section 1002 states it is, occupancies of 125 feet Nor does the 2007 Supplement to the IBC identify any additional life residential floor levels �vere analyzed in detail «�ith several scenarios usuig the CONTAMW prevent smoke from migratin� from elevator shafrs on to upper Group R-2 floor levels that portion of exrt access (ti avel) which the occupants are required to traverse before two safety features above the 2006 IBC life safety features to further support the 125 feet distance computer model involvm; different temperature and wmd eatremes («�mter/70°F/summer, and separate and distinct paths of egress travel to t�vo exits are available Fiom the 2003 IBC This is an mdication that the 125 feet conunon path of egress travel for R-2 occupancies m a ��ntl�/without a 30 mph wmd), and �vitli all stair«�ay doors closed or the top two doors open and The second ob� ective of this 2"D AMR section is to find an Equivalent means of allowuig Commentary buildmg provided �vrth full covera�e automaric spnnl:ler protection in accordance with NFPA 13 the level of discharge doors open There were issues meeting the narro�v range of pressures Elevator 1 to open mto the exrt passagecvay on Level 1 If Elevator 1 can be isolated (protected) is a distance bema accepted by the buildmg code mterested public and not a distauce bemg requ�red m the 2003 IBC, but tluoubh the process of the en�meenng analysis rt was deternuned from the other flooi levels beyond what is prescnptively required, then openmg the elevator mto �• Th� camrT�� n path ote�ress travel is a c�ncept used to questioned or qualified �vith addrtional life safety features that all the stain�ays and elevator shafts (excludmg Stainvay 1 and Elevator 1 ) could be exit passage��ay may be possible refine iravel dist�noe cr�ena Similar to dead ends in pressunzed to nutigate smoke migrahon hazards oorn flrs an� passagevvay�, a o� mrtt�n path of travei is Conclusion Method of ObtaininQ an Eauivalencv Engineering , Inc. the cUUrse an oxupan[ wdl tra�rei an;i, regardess of Each section of the buildinR allows air movement m and out of the building based on stack effects W whiih r�iut� is ch�ser�, t� or sY�e rnusl pass througN th� , ° e established above that the iiuii- iessuritecl Elevator 1 shaft would onl rescn tivel re uire rartte lo�atian The i�n�th of c�rr� rrsan p �th qf egress Since the zntent of SecUuii 1013 3 �f the 2003 IBC is to linut the travel distance an occupant must caused b} teiiipeiature differences and wind effects Most of the time these effects can be � Y p P Y 9 5420 WnR� Ron� , SuRE 200 tra��el is IinE �ted s� that thw raute t�a rem�le means c� f travel to avoid bemb trapped by a smgle fire (75 feet) and the code development cycle has accommodated Uy the smoke control design, but the south��est corner of the Solans buildmg a FRR elevator lobby on the Unit 301 /302, Level 3 FRR comdor The Umt 401 , Leve14, non- A RVADA, C� 80002-1838 `� egr�ss be� ir7s t� d�ver� e before ih .. occupant has irav- recognized tlus limrt �s really acceptable to be mcreased for occupants familiai �vith their (�vhere Stairv��ay 1 and Elevator 1 are located) does not allow for the simultaneous pressunzation rated corndor is not required to have a FRR elevator lobby The Group S-2B/M floor levels (G, PHO►vE 303 422 7400 B�F.'C� 8f1 EXfh.'SSf1'$ {�IS�Bf`K,'e Tfus rs�uc�es th� possibll�tv eurroundm ^o in a buildino- vr itli au IlI'PA 13 rovidcd C1UtO111QL1G a iuihi�,i � �lcui llic �1c�1 • u oFboth Stairn ay 1 and �lcvator 1 A maxuuuni ic3auio �liCC�.ie,ulial vra ivx1111n1G1 0 33 1 R� 7� helom the Group P_ ? 41oor levolo �3 p- �� aro not rcquucd to liavc I'I'�T� will�lvl � V1 F/�( 303.4227900 that, aur��u� r, t�,e �x �ts are r� rrt�te irarr br,e anoth�r, a b b Y � y ' ° uiches of �vater column �vill allow a stair (or ele ator) door to be opened �rthm the n�xnnum elevator lobbies, s� ngle fire ear►� iti�n w� l r� nd�r tz�tl� pstt� s unava �able team believes it is reasonable to allow the Solans Vail proJect to lunrt common path of egress traveJ to 125 feet and that domg so mamtams the buildmg code uitended level of life safety forces allowed by the 2003 IBC Above 0 3� mches of tvater column pressure differential, the Additionall tl�e Elevator 1 o enm mto the Level 1 exit assa ewa for Stairwa 1 is rohibited ISSUE/REVISION DATE NO features of the building design door openmg forces are too great Y� p g p g y y p It is important to limrt the distance occupants must travel before they have the option of two by the IBC The IBC does not specifically prolubit an elevator lobbv opemne mto an exit different routes to a means of e�ress Havmg two different available routes lessens the hazard of The issue of simultaneously pressunzuig Stainvay 1 and Elevator 1 was explamed to the TOV passage�vay, although it �;�ould be reasonabie ta require 2-hour FRR elevator lobby walls and 90- PROGRESS SET 02FE607 1 a single fire blocking one of these routes, or m the case of a single route (withm the common path during the July 24/25 , 2007 meetings The design team has a pieference for pressunzmg mmute protected opemngs for the connection of an elevator lobby to the 2-hour FRR Stairway 1 DESIGN DEVELOPMENT 20JUN07 2 of egress travel), the only route. Stainvay 1 and leavmg Elevator 1 wrthout smoke control pressunzat�on A solution for this exit passageway An elevatar lobby should not be considered an unoccupied space since it would GRADING & EXCAVATION PERMIT 01JUL07 3 design approach is presented m tlus section (#6) of this 2ND AdmmistraUve Modification Request be used for the circulahon of occupants CD / PERMIT 26SEP07 4 -� Travel from extenor balcomes must be taken into consideration when measurmg the common (AMR) . TOV RESPONSE 11 FEB08 5 path of egress travel of a space The longest common path of egress travel measurement has to There are two nossible options to establish an equivalency The Option A would be to CONSTRUCTION DOCUMENTS 08AUG08 6 mclude travel from the most remote portion of the Group R-2 dwellmg umt, which ui most cases Stain��ay 1 wiil have a pressunzed smoke control system The pressunzation of Stairway 1 was TOV UPDATE 05FE609 7 will be from the most remote point on an extenor balcony In some cases the longest distance done to prescriptively alleviate the need to provide vestibules on Statnvay 1 The firefighters • Provtde the prescnptively required 1 -hour FRR elevator loUby (with 3/ -hour doors) on TOV UPDATE #2 17APR09 8 will from a remote batl�room. Common path of egress travel distance must be measure from the VFES cau also use Stairway 1 to safely access upper residential floor levels No the Unrt 301 /302, Leve13 FRR comdor This option would require a re-des� gn of Unrt "rectilinea� ly" (parallel �vall measuring method), which takes into account travel around furnitu � e equrvalency is necessary for pressurizmg Stairway 1 301 , items in the room and not mclude direct diagonal distances across the middle of the room Statrn�ay 1 aiid �le�-atoz 1 seiti e the follol��ing basenicnt and foui uppei ftooi levels and ` Pro� ide an Equivalent 2-houi FRR elevatoi loUby aud with a 90-nunute protected door Ol�iective of Establishing an Equivalencv in this Report occupancies openmg from Elevator 1 to the 2-hour FRR Level 1 exit passageway servmg Stairway 1 � This option would decrease the amount of leasable space for Retail 102 � The design team would lilce to consider code changes smce the 2003 edrtion that will allow the • Gara e Level . Group S-2 enclosed parkmg garage entirely below grade coinmon path of egress travel to be mcreased from the current 75-foot hmit to a maximum 125- • Level 1 • A 2-hour fire-resistrve rated (FRR) exrt passageway servmg the upper Group M Option A would not mitigate smoke spread into the Elevator 1 shaft from Levels G, 2 and 4 foot limit, in the followmg (32) Group R-2 dwellmg umts. The 125-foot limit was chosen Thus, tlie Grou R- , , because rt has been established in more recent code editions as an acceptable lim�t for R-2 (Leve12) and Group R-2 (Levels 3 & 4) occupancies. p 2 Unit 401 on Level 4 eould be susceptible to smoke m�gration, � hich v� ould � Level 2 • Group M retail space. affect the safety of occupants tivho may be sleeping Option A is also not preferable to the design occupancies. Below is a Table representing those dwellmg umts ui the design where the common • Level 3 ' T«o Group R-2 dwellmg umts connected by a 1 -hour FRR corridor team due to tlie need for the re-design of Unit 301 �`� p � C 0� �9 path of egress travel exceeds tl�e 75-foot limit and the associated common path of egress travel Leve14 One Grou R-2 dwelhnQ unit. �P -90 d�stance or eac dwelltng unit ' P b he Ontion B �vould be to• c� STEPF� Ei�i! O � TOti we Lng mt Conimon Path of Dwelling Unit Common Path of • rovi e a nonna v non-re uq ired) 1 -hour FRR elevator lobby (with 3/-liour, self-closing � E�ress Travel Distance Earess Travel Distauce doors) on the Garage Level. This option would require the relocation of the 90-nunute, Unit 302 79 feet Unit S ld 82 feet Stairway 1 door to the south side of Stain��ay 1 l� � c��s N�� z v � E qRG 5420 WARD ROAD, SUITE 200, ARVADA, COLORADO 80002-1838 � TELEPHONE. 303-422-7400 • FAX 303-422-7900 5420 WARD ROAD, SUITE 200, ARVADA, COLORADO 80002-1838 � TELEPHONE 303-422-74�0 • FAX 303-422-7900 5420 WARD ROAD, SUITE 200, ARVADA, COLORADO 80002-1838 • TELEPHONE 303-422-7400 + FAX 303-422-7900 5420 WARD ROAO, SUITE 200, ARVADA, COLORADO 80002-1838 • TELEPHONE 303-422-740Q � FAX 303-422-7900 �t L 0'h �'w v�4� ��v�."� Solans Pro� ect Page 13 Solans P� o� ect Page 15 Solaris Pra� ect pa�� I � � Solans Pro� ect PaQe 19 Vail, Colorado � � , � Vai1 , Colorado Oii rnal Auaust 13 � Vail Coloiado � � Ori�mat August 13 , �007 Vail , Coloiado Orit,inal August l3 , �007 � � , �007 � Origtnal August 13 , 2007 Second Adznmistrahve Modification Request Revised. Apn14, 2008 Second Aduiinistrative Modtficahon Request Revised April 4, 200S Second Adniimstlative Modificarion Request Revised Apri14, 2008 Second Admuiistiahve Modificarion Request Rev� sed: Apr�l 4, 2005 r , W � Unit � 04 8S feet Unit 514 87 feet SIGNATLTR� PAG� Prescriptive 2Q03 IBC Re�uirements for ��hich an E�uivalencv is Prot�osed �..� � , , , e Provide an �uivalent 90-mmute, automatic-closni; piotected door openmg froni � J Umt 305 99 feet Unit 606 7_5 feet* ADD'IINIS'I'I2ATIVE 1�'tODIrICATION R�QU�ST, SOLARIS PR03ECT, VAIL COLORADO Tl�eie are h��o 2003 IBC piescnptive requueinents that this section of tt�is 2ND AMR seeks to Ele��ator 1 to the 2-hour FP.R Let�eZ 1 exit passage�vay serving Stautivay 1 {tvrtliout an � .. , Umt 306 97 feet Umt 608 86 feet �TEIl� #5, C011'IMON PATH OF TRA� EL IN EXCESS OF 75 T'�ET IN GROUP R-2 D�3 ELLING establish an Equivalency for. elevator lobby) Tliis dooi could be held open Uy a device comiected to the fire alai7n r ^ � � Umt 307 88 feet Untt 609 82 feet LTNITS TO 125 FEET �� systeiu azid release upon aetivation of an alann v , Unit 30s 90 feet Umt 612 81 feet � Unit 309 84 feet Umt 613 87 feet � 1 The IBC generally requires I'RR corndors and elevator lobhies for floar levels servui ' � � Prepared by. c��ORAOp 9 Grou R occu ancies g E Provide (a normallv non-required) 1 -hour FRR elevator lobby (with 3/-hour, self-closmg 0 Z . o . e „ � nrt 311 86 feet Umt 701 Lower Level 80 feet BCER ENGIN��RING, INC. ��°� t 't ^yn4 Fe� p � doors) on the Retai1201 unit on LeveI 2 This ophon would require the relocation of the Umt 312 82 feet Umt 705 77 feet � �` . T�`�� n/ � ` Urut 407 92 feet Urut 712 90 feet , � < <� ,, m� m � 2. Elevators are not pemutted to open into exit passageways, Currently, Elevator 1 opens 90-minute, Stairway 1 door to the south side of Stairway 1 . Tlus option would decrease �� Umt 410 86 feet Unit 713 79 feet ° � `�`� ,,-; �, � � 0 pC�� mto the FRR exrt passageway serving Stairway 1 . the amount of leasable space for Retai1201 . � W O � e y, • � r � O Unrt 414 75 feet* Unit 701 U er Level 77 feet o . David Leilcer P.E. J' `L � Date The first Equivalency involves the followuig. Sechon 70714. 1 of the 2003 IBC re uires a fire- • Provide an E uivalent 90-uunute automatio-closm v Q � Umt 415 87 feet Un�t 703 U er Level 75 feet * ' �o ` °� q q , g protected door openuig from � Umt 501 78 feet Umt 704 U er Level 80 feet Senior Fiie Protection Engmeer �9� �E 1, G1+��`' � resistive rated (FRR) elevator lobby for elevators openmg mto a FRR corndor as requ�red by Elevator 1 to the 1 -hour FRR Leve13 corndor servmg Unrts 301 & 302 (wrthout an Q Umt 506 Lower Level 99 feet Umt 801 Lower Level 75 feet * , � Q � Section 1016. 1 . Tl�e separation walls of the ele��ator are required to have a FRR as required for a elevator lobby) Tliis door could be held open by a device connected to tlie fire alarm � �/ �y fire artition 1 -hour and the re uired o emn LL LZ Urut 509 86 feet Umt 801 U er Level 75 feet * BCER ENGINEERING, INC. ; p � ) q p g protection (45-mmute doors). system and release upon activation of an alarm (*) Uruts with common path of egress travel distances of 75 feet mcluded to be conservative. J z O w . SectionlTable 1016 1 requu-es At lcast a 0.5-hour rRR coiiiaar uu llte IIoor levels with Group R-2 • Provide (a normallv non-required) 90-muiute, automatio-closuig protected door opening O � � Method of Substantiating an Equivalencv ` � ,p areas. Smce there are no listed 0.5-hour assemblies, the buildin� will be desi �ned with I -hour from Elevator 1 to tlie non-rated Le��e14 comdor servmg Unit 401 (without an elevator � � FRR comdor assembly walls on the Grou R-2 floor levels. Based on this re uuement the lobb This dooi could be held o eu b a device connecte O In Section 1014 3 of the 2006 IBC there is a new Exception 4 that states, the length of a common Steve R ndmelli, AIA. te p q x Y) p y d to the fire alann system and � O O Dixector of Fu-e Protection and Life Safety Group R-2 dwellmg units on the SW building section Levels 3 and 4 served Uy Stairway 1 and release upon activation of an alarni � r , �/ pat o egress travel m a Group R-2 occupancy shall not be more than 125 feet, provided that the Elevator 1 would nonnally require a 1 -hour FRR comdor serving them. However, Exception 2, T v � building is protected throughout with an approved automatic sprinkler system in accordance with Section 1016. 1 allows a corridor within a (single) Group R dwelling urut to be non-rated Given Refer to the five 8-1/2" x 11 " drawin�s for the Stairway-1/Elevator-1 area on Levels G, 1, 2, y � � � � Y Section 903 . 3 . 1 . 1 (NFPA 13) Archrte t f Record Acceptance by this exception, the small comdor seuaratin� Unit 401 on Level 4 from Stairwav 1 and Elevator 1 3, 4 and 5 for the proposed design of the rated lobbies and doors described above for O tion � _ � /� �� is allowed to be non-rated (as shown on the current 7/1/2007 Gradmg & Excavation perm�t B fotlowing this page. �/ � v J Research into the 2004/2005 IBC Means of Egress Code Development Cycle uidicated the � submittal drawmgs). � K �I� ov > � " following three supportuig arb ments for the approval of the new Exception #4 for Sechon Aaminisiram�e Moamcanon xe uest ltem #6 ( wrth U tion Bl re uests the a roval of an 0 a, 1014 3 � �ary t�a s, Arcnitect or xecora Date , q p q pp � Sechon/Tanle 1016 1 will renuire a FRR corridor servme Units 301 and 302 on Leve13 and EQUivalencv from the Town of Vail to allow the use of a 90-mmute protected door opening from z ° Davis Pa nership Arclutects Section 707 14 1 will require a 1 -hour FRR elevator lobby on this floor level Ongmally, Item #3 Elevator 1 on Level 1 (into the 2-hour FRR exrt nassa ewavl and Leve13 (mto the 1 -hour FRR � N in the March 20, 2007 approved AMR Omission of FRR Elevator Lobbies O eni co • Larger dwelling units and guestrooms are the norm �n today' s construction, yet the '"� statistical size of the famil has decreased sli htl . This trend results in statisticall few Owner Accept ce by � p ng mto Rated mdor . Support for establishing this Equivalency is the additional, non-required, smoke r O � Y � Y Y Corndors m Group R-2 Areas) established an equivalency to omrt the elevator lobby by migration protecrion gamed by the 1 -hour FRR elevator lobbies on the Garage Level and Leve12, r � /� o people occupymg a dwellmg unit than has been assumed by past codes. pressunzing the Elevator 1 core accordmg to Exception 6, Section 707. 14. 1 of the 2006 IBC with tlie protection from the 90-mmute protected door openmg from Elevator 1 on Leve14. (V �/ J Although the design team still mtends to use this approved 1 ST AMR Equivalency on Elevators 3 N v� � Current code provisions allow up to SO occupants m Assembly, Busuiess and Retail D and 4 servmg the Group R-2 floor levels, we will have to satisfy the prescriptive FRR elevator Conclusion -o occupancies where occupants are unfauuhar with tlieir surroundings, before a second eait Pete bl wner Date lobby requirement for the Unrt 301 /302 corndor since we cannot pressunze the Elevator 1 shaft o is required Residential occupancies may have an occupant load of 10 before a second The design team beheves Adnunistrative Modification Request Item #6 (with Option B) above Q exit is requued, yet "permanent" occupants m a Group R-2 dwelling should be mtimately own of ail cce cepy. Smce the Group S-? (Ga�-age Levcl) and Group I11 {Levels 1 �. 2) do not iequued PRR coilidois allows for an Addeiidum to modify the requ�rement ui the IST AMR (Item #3) to allow the � familiar wrth egress paths wrtlun theu- dwelhng umt and be capable of faster evacuation from Section/Table 1016 1 for buildmgs with fire sprinkler systems, these floor levels do not Elevator 1 sliaft to be non-pressunzed Option B presented in this section also mrtigates the KEYPLAN ° ��C (� require FRR elevator lobbies. It should be noted that ASME A17. 1 requires smoke detectors smoke mi ration hazard of the Elev g ator 1 shaft on all floor levels, as effectively as pressunzing � • Dwelling umts and guestrooms protected with a residential, quick-response spnnkler Charlie Davis, Chief Buildu�g Offic�al Date located near elevator opemngs to provide a means for elevator recall control An elevator lobby the shaft would Admmistrative Modification Request Item #6 (with Option B) also provides a �w system and a smoke detection system provide earlier notificahon and mcreased protection Vail, Colorado provides a more surtable enclosure to facilitate smoke detector activation for elevator recall viable Equivalency to allow for a 90-mmute protected door opening from the Elevator 1 shaft to of occupants � The second Equivalency issue involves Elevator 1 opening into the FRR exrt assa�ewa servm Le els G 2 an d 4 suel ort th s e uv alenc T The des��n te m reeuests he atecroval of Item #6 Z'- Town of Vail Acceptance by. p b y g , pp q y, � q pp The design team would like to have the followmg design unprovement considered to mcrease the Stau-way 1 . Section 1020 4 states, elevators shall not open mto exrt passageways Also, Section (with Option B) of this 2ND AMR presented above in this section. � maximum common path of egress travel distance from the 2003 IBC limit of 75 feet to a linut of 3002.7 requires separate protective enclosures for stairways and elevators Section 3002 7 does Q° 125 feet• ��/r,�/� ��.- %._,_.__�-- � � ,, �/ - �?�� not allow a common enclosure for both the elevator avd stairway shafts The current 7/I /2007 Stairway 1 will liave a pressurized suloke control system accorduig to the 2003 IBC and fire � Mike McGee, Deputy Chief/Fire Marsllal Date Gradmg and Excavation pernut submittal dratvmgs mcorrectly sho�v Elevator 1 openmg mto the engineenng requirements � • The (fu-st) March 20, 2007 AMR estabhshed a NFPA 13 design area for tlie residential Vail, Colorado Stairway 1 exit passageway on Level 1 a floors of 1 ,500 squaxe feet witliout a reduction for quick-response, residential fire � � J T .� N w O N 5420 WARD ROAD, SUITE 200, ARVAOA, Co�oRnoo 80002-1838 * TELEPHONE 303-422-740D • FAx 3Q3-422-7900 5420 WARD fZOAD, SUITE 200, ARVADA, COLORADO 80002-1838 � TELEPHONE. 303-422-7400 • FAX' 303-422-7900 .� 5420 WARD fZOAD, SUfTE 200, ARVADA, COLORADO 80002-1838 • TELEPHONE 303-422-7400 • FAX 303-422-7900 5420 WARD ROAD, SUITE 200, ARVADA, COLORADO $0002-1838 • TELEPHONE 303-422-7400 � FAX 303-422-7900 J � � ADM IN ISTRATIVE � � � N MODIFICATION � � � � -� Qo � � J � � � � o PLOTfED 2 / 11 / 08 o � T-- _°, o CHK'D BY Dave Leiker, P E 0 � � COPYRIGHT 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS � ^O � O � 0 x HEET NUMBER x � __ r � � z � v �- - Q `� Z E�lIEW BY Z ii � D . P .A. PROJEC� # 06232. 00 N� � r��r. � � �009 � � Y ��F��il� Co�or�d� Xo C � . '�� ' • - � Archit ts I 2301 BLAKE ST , STE #100 DENVER, COLORADO 8U205 303 861 8555 F 303 861 3027 So [ aris P� o� ect 0225 MAIN STREET UNIT C101 Page ?0 EDWARDS, COLORADO 81632 Vail , Colotado OI1�111� I Ali �llSt I3 , 2007 970 926 8960 F 970 926 8961 Second Admin� stiative Modii]cation Request Revised Aptil 4, 2005 �IGNATUI�.E F�4,GE r�BIe�INIST��TI�jE � TODI�IC�T�ON ItEQLJ�ST, SOLARIS PR�3EC'�', i 'r�IL COLQRAd?a ITE�� #6/Ontion �S, I3ASI� FQR A R�VISION IN THE Sn�I03{� CaNTROL I3� �iCN C' �iIT�R1� FOR �TAIR�'�'A�' 1 AND �LE��OR 1 Prepared by BCER ENGINEERING, II�C. o��pO� RE�jS�� ` r ��. ��y�CHAE�C o •p�. � ��' - ' y 7 � O � �a . � t � � 0 33259 a : d 2� David Leiker, P E � �. ,�� Date SeniorFire Protection Engmeer ��'�:••. � o ,ee . . .° � `�S�� NAL �-��\` Reviewed by BCER �NGINEERING, Il�'C. `�� Engineering, Inc. � _` � � S42O WARD ROAD � SUITE 2�� Steve - ndinelh, AIA Date A RVADA, CO 80002•1838 Director of Fire Protection and Life Safety PHONE 303 422 7400 Architect of cord Acceptance by FAx 303.422 7900 ISSUE/REVISION DATE NO _ � p , Gary Adams, c itect of Record Date • PROGRESS SET 02FEB07 1 Davis Partners ip Architects DESIGN DEVELOPMENT 20JUN07 2 GRADING & EXCAVATION PERMIT 01JUL07 3 Owner Acceptance by CD / PERMIT 26SEP07 4 � TOV RESPONSE 11FEB08 5 , CONSTRUCTION DOCUMENTS 08AUG08 6 TOV UPDATE 05FE609 7 Peter Knoble, O er Date TOV UPDATE #2 17APR09 8 To n of il c pt . � �� Charlie Davis, Chtef Buildmg Official Date Vail, Colorado Town of Vail Acceptance by , �-�-�'" �� :.-_-----� -1�' ; �l �('- '`� p� 0( p'99 Mike McGee, Deputy Ch�ef/Fire Marshal Date P Vail, Colorado � ST NEFJ O � Y ON � Z 5 7 ,� /cF�is ��`�� z z .� � FD ARG� �� 5420 WARD ROAD, SUITE 200, ARVAOA, COLORADO 80002-1838 . TELEPHONE 303-422-7400 • FAX 303-422-7900 t�r c � � - �� l � Solaris Project Page 21 Vail, Colorado Origtnal. August 13 , 2007 � ' Second Admmistrative Modificat�on Request Revised: Apri14, 2005 w v ADMINISTRATI�TE MODIFICATION It�QUEST CONCLUSIQN � J — J Based on the analysis perfonned ui this report, BCER Engmeeriiig supports the approval of � � Admuustrative Modification Request Items #4, #5, aud #6/Option B . The design team is recepti��e to (n � � further discussion and clanfication for these design issues aud can amend this request if tlie Town of Vail � � w feels addrtional nieasures are need to establish equrvalency. The equivalencies presented appear to meet Q (� 7 the intent of the IBC and does not lessen the level of fire and life-safety of the buildings r G• � � �Please contact me at 303 -422-7400, Ext. 285, or by cell plione (303-817-2299) if I am not in tlie office, � w O should you l�ave any questions regarding this report �,;w. O Prepared by: v Q � � � BCER ENGINEERING, INC. �pp0 REG/Sj � �N � .• • . . . .�� C.� Q '-- � LL O�':•��HAf� �. c� Z W � , , � ; �:.� � J � � ' {� � � o/'2�a8 p ' 1 ; 0 33259 z; / David Leiker, P.E. � :, ; � Date O � J � Senior F�re Protection Engineer o��sS�pNAI. �-��\�� O O Y DML• scr � � �^ � ^ LL � Attachments• Current Grading & Excavation permit submittal drawings � � � /� � Exterior elevation drawings for extenar combustible wood elements � Q v J � 0 o O N z � M U W � �, N � 3 � Z O Q U � � KEYPLAN O � W > a � � z � 0 a N � � Q (/7 J � r-• � `�-- 0 � a� 5420 WARR ROAD, SUITE 200, ARVADA, COLOw�DO 80002-1838 + TELEPHONE 303-422-7400 • Fa,x� 303-422-7900 y.- J N N N� ADMINISTRATIVE � � i MODIFICATION Q v N o � N �/ rn cn 3 o j PLOTTED 2 / 11 / 08 � � CHK'D BY Dave Leiker, P E J � O � � � COPYRIGHT 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS a .� j o SHEET NUMBER x � x � a o �,- Qz � N z � � D 8 � z�, � D . P .A. PROJECT # D�� 2 2 ��0�6232 . 00 � U � � � Y SAFE�uist Colorad� Xo � CODE ANALYSIS PROJECT DESCRIPTION Qi - REFER TO 01 /25/08 SAFEBUILT INC. COMMENTS SECTION 713, FIRE RESISTANT JOINT SYSTEMS: DEFERRED SUBMITTALS WITH ESTIMATED SUBMITTAL DATES ICE RINK MECHANICAL EQUIPMENT ROOM �G032 ON THE GARAGE LEVEL ' THE PROPOSED SOLARIS PROJECT SITE IS LOCATED AT 143 EAST MEADOW DRIVE � IN VAIL, COLORADO. THE SITE IS BOUNDED BY: SEPARATED USES SPA TENANT IMPROVEMENT 6/2/08 THE ICE RINK MECHANICAL EQUIPMENT ROOM #G032 IS AN INCIDENTAL USE AREA • THE SOUTH I - 70 FRONTAGE ROAD ON THE NORTH LOBBY BAR TENANT IMPROVEMENT 6/2/08 AS DEFINED IN SECTION 302. 1 . 1 OF THE 2003 IBC. THIS ROOM WILL NOT � � - � Archit tS • EAST MEADOW DRIVE ON THE SOUTH (ADDRESSED SIDE OF THE BUILDING) 2- HOUR MIXED OCCUPANCIES SEPARATION ON THE BASEMENT, 1ST SKATE SHOP TENANT IMPROVEMENT 6/2/08 BE DESIGNATED AS A GROUP H - 3 OCCUPANCY. THE ROOM IS SUBJECT TO • VAIL CENTER ROAD ON THE EAST AND 2ND FLOOR LEVELS, ACCORDING TO ADMINISTRATIVE MODIFICAl10N OFFICE SPACE 201 TENANT IMPROVEMENT 6/2/08 THE REQUIREMENTS OF CHAPTER 11 OF THE 2003 IMC AND SECTION 606 • AND ADJOINING PROPERTY ON THE WEST REQUIREMENTS SWIMMING POOL TENANT IMPROVEMENT 6/2/08 OF THE 2003 IFC. THE REFRIGERANT USED IS R- 507 AND IS CLASSIFIED DOOR HARDWARE SCHEDULE SUBMITTED AS A GROUP A1 REFRIGERANT BY THE IMC. THE QUANTITY OF R - 507 THE BUILDING WILL CONSIST OF A 7- STORY ABOUVE GRADE ON THE NORTH SIDE 3- HOUR SEPARATION OF THE LOADING DOCK FROM THE LEVEL 3 AREA gOWLING ALLEY TENANT IMPROVEMENT 6 /2/08 REFRIGERANT USED WILL BE 157 . 5 POUNDS ACCORDING TO THE AND A 9- STORY ABOVE GRADE ON THE SOUTH SIDE. THE TOP FLOOR IS 65 CONSULTANT IN CHARGE OF THE DESIGN ( PACE INDUSTRIAL). THE GROUP FEET ABOVE THE ROAD ACCESS ON THE NORTH SIDE AND 92 FEET ABOVE THE INCIDENTAL USE SEPARATION THEATER TENANT IMPROVEMENT 7/7/08 A1 CLASSIFICATION OF THE R- 507 REFRIGERANT MAKES IT THE SAFEST PLAZA ACCESS ON THE SOUTH SIDE. BY THE DEFINITION IN SECTION 403. 1 OF FIRE PLACE FLUE DETAIL 6/2/08 POSSIBLE REFRIGERANT AND MANY REQUIREMENTS FROM SECTION 606 OF THE 2003 IBC, THE BUILDING WILL BE CONSIDERED A HIGH - RISE STRUCTURE TABLE 302. 1 . 1 FIRE- STOPPING PACKAGE 6/2/08 THE 2003 IFC DO NOT APPLY FOR QUANTITIES LESS THAN 220 POUNDS. SINCE THE HIGHTEST OCCUPIED LEVEL ( LEVEL 9 ) IS MORE THAN 75 FEET (92 FIRE- RESISTIVE JOINT PACKAGE 6/2/08 2301 BLAKE ST , STE #100 FEET) ABOVE THE LOVEWST LEVEL OF FIRE DEPARMENT ACCESS ON THE SOUTH CORRIDORS INTERIOR FINISH SCHEDULE 7/1 /08 SECTION 606 . 9 OF THE 2003 IFC REQUIRES THE FOLLOWING REMOTE CONTROLS: DENVER, COLORAD080205 SIDE (MEADOW AVENUE) OF THE BUILDING. CONVAULT DIESEL STORAGE TANK 303 861 8555 F 303 861 3027 SECTION 1016, CORRIDORS: FIRE COMMAND CENTER 6/2/08 REMOTE CONTROL OF THE MECHANICAL EQUIPMENT AND APPLIANCES APPLICABLE CODES SMOKE CONTROL SYSTEM REPORT 6 2 08 LOCATED IN THE MACHINERY ROOM SHALL BE PROVIDED AT AN APPROVED 0225 MAIN STREET UNIT C101 ONE- HOUR CORRIDORS ON RESIDENIIAL FLOORS ( LEVELS THREE � � LOCATION IMMEDIATELY OUTSIDE THE MACHINERY ROOM AND ADJACENT TO EDWARDS , COLORADO 81632 ALL MECHANICAL COMPONENTS OF THE ITS PRINCIPAL ENTRANCE. 970 926 8960 F 970 926 8961 2003 INTERNATIONAL BUILDING CODE ( IBC) THROUGH EIGHT) SMOKE CONTROL SYSTEM PRESSURE 2003 INTERNATIONAL FIRE CODE ( IFC) DIFFERENTIAL CALCULATIONS NEED TO REFRIGERATION SYSTEM . A CLEARLY IDENTIFIED SWITCH OF THE 2003 INTERNATIONAL MECHANICAL CODE (IMC) SECTIONS/TABLES 302. 1 . 1 & 302. 3. 2: BE CALCULATED. Q BREAK- GLASS TYPE SHALL PROVIDE OFF- ONLY CONTROL OF ELECTRICALLY 2003 INTERNATIONAL PLUMBING CODE (IPC) ENERGIZED EQUIPMENT AND APPLIANCES IN THE MACHINERY ROOM � OTHER 2003 INTERNATIONAL FUEL GAS CODE IFGC 1 - HOUR REDUCTION FOR FIRE SPRINKLER PROTEC110N DOES NOT POOL EQUIPMENT ROOM �358 ON LEVEL 3 THAN REFRIGERANT LEAK DETECTORS AND MACHINERY ROOM VENTILATION . � � APPLY TO TABLE 302. 3. 2 OCCUPANCY SEPARATION REQUIREMENTS AND 2003 INTERNATIONAL ENERGY CONSERVATION CODE ( IECC) NON - SEPARATED USES ARE NOT ALLOWED ACCORDING TO THE THERE ARE SPECIAL VENTILATION REQUIREMENTS FOR THIS ROOM BASED ON THE TOWN OF VAIL AMENDMENTS ADMINISTRATIVE MODIFICATION . STORAGE AND USE OF CARBON DIOXIDE COMPRESSED GAS CYLINDERS AS VENTILATION SYSTEM . A CLEARLY IDENTIFtED SWITCH OF THE BREAK - GLASS 2005 NATIONAL ELECTRIC CODE ( NEC, NFPA 70) DESCRIBED BELOW GIVEN THE QUANTITIES OF HAZARDOUS MATERIALS SUPPLIED � E SHALL PROVIDE ON - ONLY CONTROL OF THE MACHINERY ROOM 2002 NFPA 13. STANDARD FOR SPRINKLER SYSTEMS BY CH . THIS ROOM IS NOT CLASSIFIED AS A GROUP H - 3 OCCUPANCY. VENTILATION FANS. 2002 NFPA 72, NATIONAL FIRE ALARM CODE DWELLING UNIT SEPARATION THE CHEMICALS PROPOSED AT THIS POINT OF THE DESIGN FOR STORAGE AND GROUP H-3 STORAGE ROOM FOR THE 1 . 000 GALLON DIESEL STORAGE TANK IN OCCUPANCIES SECTION 708. 1 : USE IN THIS ROOM ARE. THE GARAGE LEVEL MECHANICAL ROOM SECTION 303. 1 : GROUP A- 1 . MOVIE THEATER 1 - HOUR FIRE PARTITION SEPARATION BETWEEN THE INDIVIDUAL UP TO 200 POUNDS OF SOLID TRICHLO ( TRICHLOROISOCYANURIC ACID ) , .. .. SECTION 303. 1 : GROUP A- 2, RESTAURANT & LOUNGES GROUP R- 2 DWELLING UNITS. 2- HOUR WALLS FOR SOUND WHICH IS ACTUALLY NOT CLASSIFIED BY DOT AS AN ACID , BUT AS A TME ROOM IN THE GARAGE LEVEL MECHANICAL AREA CONTAINING THE DIESEL SECTION 303. 1 : GROUP A- 3, GENERAL ASSEMBLY AREAS ATTENUATION ALSO ACCEPTABLE. DWELLING UNIT DOORS ARE HEAVILY CHLORINATED CLASS 2 OXIDIZER ( ACCORDING TO SECTION STORAGE TANK WILL BE CONSIDERED A GROUP H - 3 OCCUPANCY AND WILL SECTION 304. 1 : GROUP B, GENERAL 20- MINUTE RATED WITH SELF- CLOSURES AND LATCHES REQUIRE 2- HOUR FIRE- RESISTIVE RATED (FRR ) CONSTRUCTION . THE LINE SECTION 309: GROUP M , MERCANTILE E102. 1 . 7. 1 FROM APPENDIX E OF THE 2003 IFC). FROM TABLE 2703. 1 . 1 ( 1 ) RUNNING FROM THIS ROOM TO THE EMERGENCY GENERATOR ROOM WILL NEED TO FOR A BUILDING WITH A FIRE SPRINKLER SYSTEM , THE SOLARIS POOL SECTION 310. 1 : GROUP R- 2, RESIDENTIAL/PERMANENT RESIDENTS SECTION /TABLE 715. 3: BE PROTECTED FROM DAMAGE INCLUDING EXPOSURE TO FIRE ( THIS MAY BE SECTION 311 . 3: GROUP S- 2, ENCLOSED PARKING GARAGE EQUIPMENT ROOM 358 MAY HAVE UP TO 500 POUNDS OF TRICHLOR ACHIEVED BY A 2- HOUR FRR PIPE WRAP . IN LIEU OF A FRR ENCLOSURE). THE En ineerin , Inc. ALL OTHER DOORS IN 1 - HOUR RATED CORRIDORS TO NON - DWELLING � � OUT BEING CONSIDERED A GROUP H - 3 OCCUPANCY. EMERGENCY GENERATOR ROOM WILL BE REQUIRED TO HAVE A 2- HOUR FRR g . g NOTE: ALL R - 2 DWELLING UNITS ARE INTENDED TO BE SOLD TO SINGLE USERS ENCLOSURE ACCORDING TO 2005 NFPA 110. 5420 WnR� Ron� , SUITE 200 WHO WILL NOT BE UTILIZING ANY PORTION OF THEIR DWELLING FOR LOCK- OFF ROOMS ARE � HOUR RATED FIRE DOORS WITH SELF- CLOSURES AND UP TO ( 4) 50- POUND CARBON DIOXIDE COMPRESSED GAS CYLINDERS. OR RENTAL PURPOSES. RESIDENTS OF THESE DWELLINGS ARE INTENDED TO BE LATCHES. COMPRESSED CARBON DIOXIDE GAS IS CLASSIFIED BY DOT AS A CLASS 2. 2, ARVADA� CO 80002-1838 SECTION 3404 OF THE 2003 IFC HAS THE REQUIREMENTS FOR THE DIESEL PERMANENT AND IVOT 'T�MPORAR 'i (NOT LE55 Th1A(V 30 DA'i5�. tGKtJS �InN - FI AMMARI F GAS. WHICN HAS Nn I IMIT AS AN ° AI I nWARI FOLIANTITY° �TORAt3E TANFf IN TIIC [3A3CtviCNT MCCIiANICAL rOOhi Or TIIC 30LAri3 DUILDINO. PHONE 3034227400 IN SECTION 2703. 1 . 1 . THESE CYLINDERS DO HAVE TO COMPLY WITH DIESEL FUEL IS CLASSIFIED AS A C�ASS II COMBUSTIBLE LIQUID. THERE ARE FAx 3034227900 PARKING GARAGE OCCUPANT LOAD AND EGRESS CAPACIN: CHAPTER 30 (COMPRESSED GASES) AND THERE ARE VENTILATION OPTIONS OF USING DOUBLE- WALL STORAGE TANKS WITH LEAK DETECTION TO REQUIREMENTS FOR THE ROOM DETAILED BELOW. MEET MANY OF THESE REQUIREMENTS. A PRE- PACKAGED/PRE- ENGINEERED ISSUE/REVISION DATE NO SECTION 406. 4. 2: MECHANICAL VENTILATION ACCORDING TO THE 2003 IMC SEE LIFE- SAFETY DRAWINGS FOR ASSUMED OCCUPANT LOAD FACTORS, SYSTEM WILL BE MORE EXPENSIVE UP FRONT, BUT WILL SAVE CONSTRUCTION OCCUPANT LOADS AND EGRESS CAPACITY. THERE IS AN INTENTION TO HAVE ( 4) 50- POUND CARBON DIOXIDE CYLINDERS IN COSTS �ATER. SECTION 404 ( IMC) 1 . 5 CFM PER SQUARE FOOT OF FLOOR AREA, CONTINUIOUS THIS ROOM . THE VOLUME OF COMPRESSED GASES IS EXPRESSED IN CUBIC FEET PROGRESS SET 02FE607 1 OR ACTIVATE UPON 25 PPM CO CONCENTRATION SECTION /TABLE 1005. 1 - EGRESS WIDTH /OCCUPANT SERVED : AT NORMAL TEMPERATURE AND PRESSURE ( NTP, DEFINED AS 680F OR 200C, EXPLOSION CONTROL ACCORDING TO SECTIONS 3404. 2. 5 & 911 IS NOT REQUIRED DESIGN DEVELOPMENT 2o.lUNO7 2 AND SEA LEVEL PRESSURE OR 101 , 325 PASCALS). A QUANTITY OF 50 POUNDS FOR DIESEL STORAGE TANKS. GRADING & EXCAVATION PERMIT 01 .1U �07 3 TYPE OF CONSTRUCTION MINIMUM 0. 2 INCHES/OCCUPANT EGRESS CAPACITIES FOR STAIRWAYS & OF CARBON DIOXIDE TRANSLATES TO 438 CUBIC FEET AT NTP , ACCORDING TO CD / PERMIT 26SEP07 4 ` � 0. 15 INCHES/OCCUPANT EGRESS CAPACITIES FOR LEVEL COMPONENTS � E CALCULATION : SECTION 3404. 2. 7 HAS THE GENERAL REQUIREMENTS FOR THE DESIGN , TOV RESPONSE 17DEC07 5 TYPE I - A ( LOWEST 3 LEVELS) AND TYPE II - A FOR LEVELS ABOVE & RAMPS (WITH NFPA 13 SPRINKLER SYSTEM ) . CONSTRUCTION AND INSTALLATION OF STORAGE TANKS. THE TANK HAS TO TOV FOUNDATION SET o5FE6o8 6 ( PER ADMINISTRATIVE MODIFICAl10N ) UP TO 500 POUNDS OF SODIUM CHLORIDE (NACL, COMMON TABLE SALT). COMPLY WITH NFPA 30 WITH REGARD TO MATERIALS AND PRESSURE LIMITATIONS FLOORS WITH ASSEMBLY USES EXCEEDING 300 OCCUPANTS, THE MAIN � � CH IS NOT REGULATED AS A HAZARDOUS MATERIAL, SO THERE ARE NO OF THE TANK. TOV RESPONSE 11FE608 7 BUILDING HEIGHT ENTRANCE WILL HAVE THE CAPACtTY FOR 509� OF THE TOTAL ALLOWABLE QUANTITY LIMITS FOR SODIUM CHLORIDE. CONSTRUCTION DOCUMENTS 07MAR08 8 OCCUPANT LOAD (SECTION 1024. 2) SECTION 3404. 2. 7. 3 REQUIRES NORMAL VENTING FOR THE TANK. NOTE THE CONSTRUCTION DOCUMENTS O8AUGO8 9 TABLE 503: 12 STORIES, 180 FEET (FOR SPRINKLERED TYPE II - A) THE STORAGE AND USE OF CARBON DIOXIDE COMPRESSED GAS CYLINDERS IN TANK MUST BE VENTED AT LEAST 12 FEET ABOVE GROUND AND NOT LESS THAN TOV UPDATE 05FEB09 10 QUEUING AREA PROVIDED IN THE THEATER LOBBY ACCORDING TO � E POOL EQUIPMENT ROOM 358 WILL BE SUBJECT TO CHAPTER 30 5 FEET FROM BUILDING OPENINGS OR LOT LINES. VENT LINES MUST DRAIN BACK TOV UPDATE 28SEP09 11 ALLOWABLE AREA SECTION 1024. 2. ( COMPRESSED GASES) IN THE 2003 IFC. THE CYLINDERS HAVE TO BE STORED TO THE TANK. AND USED IN A SECURED AND UPRIGHT MANNER . THE CYLINDERS WILL HAVE TO TABLE 503: UNLIMITED AREA PER FLOOR SECTION 1009 . 1 , ENCLOSED EXIT STAIRWAYS BE CHAINED TO THE WALL IN A SECURE MANNER TO KEEP THEM FROM TIPPING SECTION 3404. 2. 7. 4 ALSO REQUIRES EMERGENCY VENTING TO ALLOW FOR OVER AND UN - USED CYLINDERS WILL HAVE TO HAVE PROTECTIVE CAPS ON THEM PRESSURE RELIEF FROM THE TANK IN CASE IT EXPOSED TO FIRE. THE SECTION 506 . 2: FRONTAGE INCREASE NOT NEEDED WHEN NOT IN USE. THE CYLINDERS MUST ALSO BE IN A LOCKED/SECURED EMERGENCY VENTING MUST BE DONE ACCORDING TO SECTION 4. 2. 5. 2 OF 2003 ROOM TO PREVENT UNAUTHORIZED ACCESS. NFPA 30 OR SECTION 22. 7 OF 2008 NFPA 30. THESE VENT LINES ARE NOT SECTION 506 . 3: INCREASE DUE TO NFPA 13 SPRINKLER SYSTEM & HEIGHT ,, ,,,,«.�., ,, ,, . � � „� orcc � . � � « � . . � . � „ T� � � . � «� T� „ o� „ � ALLOWED TO DISCHARGE INSIDE BUILDINGS. ?��n�L-�IVFC�STrs-v�E6r�s.�� v�tors NOT NEEDED _ =_= STAIRWAY WIDTH IS PROVIDED AS DETERMINED BY IBC TME COMPRESSED CARBON DIOXIDE GAS ( AN ASPHYXIANT) CYLINDERS ARE SECTION 3404. 2. 7. 5 OF THE 2003 IFC APPLIES TO TANK OPENINGS OTHER THAN SECTION 1005. 1 � BUT SUCH WIDTH SHALL NOT BE LESS THAN 44 REGULATED BY SEC110N 3007, WHICH HAS THE MECHANICAL VENTILATION �NTS. FILLING, EMPTYING AND VAPOR RECOVERY CONNECTIONS LINES TO THE EQUATION 5- 1 : AREA INCREASE PER FLOOR NOT NEEDED INCHES. THESE STAIRS ARE NOT BEING CONSIDERED PART OF AN REQUIREMENTS ( OPERABLE WHEN THE BUILDING IS OCCUPIED ). THE VENTILATION TANK . FILLING STATIONS MUST BE LOCATED OUTSIDE AT A LOCATION FREE ACCESSIBLE MEANS OF EGRESS. PER EXCEPTION #3. ACCESSIBLE FOR THE POOL EQUIPMENT ROOM #358 IS AS FOLLOWS: FROM SOURCES OF IGNITION AND AT LEAST 5 FEET AWAY FROM BUILDING SECTION 506 . 4: MULTI - STORY BUILDING NOT NEEDED MEANS OF EGRESS IS BEING PROVIDED BY ELEVATORS N0. 1 , 4 AND 5. OPENINGS OR LOT LINES. THEY MUST BE LABELED/SIGNED AND CLOSED WITH A SECTION 503. 1 . 1 AND 506 . 1 . 1 : SECTION 1008. 1 . 1 , SIZE OF DOORS: FROM THE 2003 IFC TIGHT- FITTING CAP. ACTUAL AREA PER FLOOR : CARBON DIOXIDE GAS IS 1 . 5 T1MES AS HEAVY AS AIR, SO IT WILL SETTLE TO SECTION 3404. 2. 7. 5. 6 HAS THE REQUIREMENTS FOR THE LOCATIONS FOR FILLING GARAGE LEVEL: 107, 000 SF MINIMUM 32- INCH CLEAR DOOR OPENING WIDTH . � E FLOOR, SO EXHAUST SHOULD BE TAKEN WITHIN 12 INCHES OF THE FLOOR. CONNECTIONS THAT ARE VERY SIMILAR TO THE ABOVE REQUIREMENTS. j FIRST LEVEL: 78, 000 SF CARBON DIOXIDE GAS IS AN ASPHYXIANT. IF THE SYSTEM HAS A SIGNIFICANT CONNECTIONS MUST BE MADE OUTSIDE THE BUILDING AND LOCATED AWAY FROM SECTION 1011 . 1 EXIT SIGNAGE: SOURCES OF IGNITION , AND NOT LESS THAN 5 FEET AWAY FROM BUILDING SECOND LEVEL: 72, 000 SF ' LEAK� THE POOL EQUIPMENT ROOM #358 CAN FILL UP WITH CARBON DIOXIDE OPENINGS. CONNECTIONS MUST KEPT CLOSED , LIQUID- TIGHT AND BE PROPERLY THIRD LEVEL: 57, 368 SF INTERNALLY ILLUMINATED EXIT SIGNS ABOVE EACH EXIT DOOR GAS ABOVE THE OSHA APPROVED TOXIC THRESHOLD LEVEL ( 0. 5� OR 5, 000 PPM FOURTH LEVEL: 53, 637 SF FOR AN 8- HOUR EXPOSURE). IN LIEU OF PROVIDING CONTINUOUS VENTILATION IDENTIFIED . FIFTH LEVEL: 49, 142 SF (90- MINUTE EMERGENCY POWER). EXCEPTION 3, EXIT LIGHTS NOT SIXTH LEVEL: 46, 859 SF REQUIRED IN RESIDENCES. TO THE ROOM A SYSTEM CONNECTED TO CARBON DIOXIDE GAS DETECTOR SET SECTION 3404. 2. 7. 5. 5 HAS THE REQUIREMENTS OF FILL PIPES. A METALLIC PIPE AT A THRESHOLD LEVEL MAY BE PROPOSED . SINCE THIS ROOM IS LOCATED SEVENTH LEVEL: 39, 347 SF IS REQUIRED TO FILL TOP - LOAD TANKS AND BE DESIGNED TO MINIMIZE THE EIGHTH LEVEL: 22, 820 SF SECTION 1013. 3, COMMON PATH OF EGRESS TRAVEL: ADJACENT TO THE LOADING DOCK, IT MAY NOT BE ADVISABLE TO HAVE A GENERATION OF STATIC ELECTRICITY BY TERMINATING WITHIN 6 INCHES OF THE NINTH LEVEL: 1 � 143 SF SYSTEM CARBON DIOXIDE DETECTOR ACTIVATING AT A LEVEL LOWER THAN 0. 5%. BOTTOM OF THE TANK . COMMON PATH OF TRAVEL WILL EXCEED 75 IN CERTAIN DWELLING EVEN A CARBON DIOXIDE LEVEL UP TO 1 . 5� CAN BE TOLERATED, BUT WILL BASEMENT NOT PART OF ALLOWABLE AREA UNITS. THIS ISSUE WILL HAVE TO BE ADDRESSED VIA AN OCCUPANTS WILL START TO NOTICE AN INCREASED RESPIRATION RATE. THIS IN THE CASE OF THE SOLARIS BUILDING, A CLOSED DOUBLE- WALL METALLIC FILL � � � ADMINISTRAl1VE MODIFICATION REQUEST. SYSTEM COULD ALSO BE COMBINED WITH THE PARKING GARAGE EXHAUST SYSTEM nJgE WITH LEAK MONITORING IS REQUIRED. IF A LEAK OCCURS IN THE FILL � ACTUAL TOTAL AREA OF BUILDING: ( OR LOADING DOCK EXHAUST SYSTEM ) IN SOME MANNER. TUBE. THE SECOND WALL CONTAINS IT AND THERE IS NOTIFICATION FROM THE U , (NOT INCLUDING THE GARAGE LEVEL) 420, 316 SF SECTION 1015. 1 . EXIT TRAVEL DISTANCE: LEAK MONITORING SYSTEM . ALL METALLIC TUBING SHALL BE INSTALLED W CARBON DIOXIDE GAS IS ODORLESS, BUT IT CAN BE SUPPLIED WITH A ACCORDING TO ASME B31 , CODE FOR PRESSURE PIPING. STEEL PIPING SHALL BE � J ACTUAL NUMBER OF STORIES: 7 - NORTH SIDE, 9- SOUTH SIDE EXIT ACCESS TRAVEL DISTANCE SHALL NOT EXCEED 250 IN THE WINTERGREEN SCENT ODORIZER AS A SAFETY FEATURE TO MAKE IT DETECTABLE. USED THAT CONFORMS TO ASTM A 53 OR ASTM A 106 . ALL PIPING SHALL BE � J BUILDING AND 400 FEET IN THE PARKING GARAGE WHEN THE BUILDING CARBON DIOXIDE GAS ODORIZED WITH A WINTERGREEN SCENT SHOULD BE USED PROTECTED FROM EXTERNAL HAZARDS, INCLUDING EXPOSURE TO FIRE. A IS PROTECTED WITH AN AUTOMATIC SPRINKLER SYSTEM AND A SAFETY SIGN ON THE DOOR ENTRANCE TO ROOM 358 SHOULD ALSO BE 2- HOUR FIRE- RESISTIVE RATED ( FRR ) PIPE WRAP WOULD BE ADEQUATE IN LIEU �/^ ACTUAL BUILDING HEIGHT: 65 FT- NORTH SIDE. 92 FT- SOUTH SIDE PROVIDED AS SHOWN BELOW: (n I` L.L. SECTION 1016 . 3, DEAD END CORRIDORS: OF ENCLOSING THE PIPE IN A 2- HOUR FRR ENCLOSURE/SHAFT. THE PIPING � FIRE RESISTANCE CONSTRUCTION FROM THE STORAGE TANK TO THE DAY TANK OF THE EMERGENCY GENERATOR • w MAXIMUM 20- FOOT DEAD END CORRIDORS � " ` " ; ,r .� � � ALSO NEEDS TO COMPLY WITH THIS REQUIREMENT. Q � z TABLE 601 : TYPE I - A RATING OF FLOORS & BUILDING ELEMENTS IS RE�UIRED , . , . � �� , = n/ r' ; ACCORDING TO• SECTION 1023. 1 EXIT DISCHARGE: y SECTION 3404. 2. 7. 5. 7 HAS THE REQUIREMENTS FOR VAPOR RELEASE DEVICES L.L � � , „ ; _ - - - � _ FOR TANK OPENINGS BY MEANS OF A SPRING- LOADED CHECK VALVE OR � w O • 3- HOUR STRUCTURAL FRAME EXIT DOORS MUST DISCHARGE DIRECTLY TO THE EXTERIOR AT GRADE DRY- BREAK CONNEC110NS, OR OTHER APPROVED DEVICE, UNLESS THE OPENING O � 3- H O U R B E A R I N G W A L L S � ��``� C a r b o n d i o x i d e g a s I S C O N N E C T E D T O A V A P O R P R O C E S S I N G S Y S T E M . � • 2- HOUR FLOOR CONSTRUC110N OR PROVIDE DIRECT ACCESS TO GRADE. r� , ; , � Q � �"� _ � � can cause �n J �s ry or death . S E C 1 1 0 N S 3 4 0 4. 2. 7. 5. 8 A N D 3 4 0 4. 2. 9. 6 . 6 H A V E T H E R E Q U I R E M E N T S F O R O V E R F I L L � Q � � : • 2- H O U R S H A F T S (R E G A R D L E S S O F H O W M A N Y S T O R I E S S E R V E D ) S E C T I O N 1 0 2 3. 6 A C C E S S T O P U B L I C W A Y: ��' •; ~ " W h e n a l a r rn a p e r a t e s o r P R O T E C T I O N . T H E R E A R E D I F F E R E N T M E T H O D S T O P R E V E N T T H E O V E R F I L L I N G O F � � • 1 . 5- HOUR ROOF � x+� wirrter �eer� sCent is THE DIESEL STORAGE TANK FROM ITS OUTSIDE CONNECTION . THE TANK VENDOR TYPE II - A RATING OF FLOORS & BUILDING ELEMENTS IS REQUIRED EXIT DISCHARGE MUST PROVIDE DIRECT AND UNOBSTRUCTED ACCESS �'� � CAN EXPLAIN THEIR SYSTEM AND ITS COMPLIANCE WITH THE REQUIREMENTS. Z To A PuBLIC waY (sTREET) . � - d �tect�d, d0 n�f ent� r IDENTIFICATION SIGNS AND CHECKING THE FILL CAPACITY OF THE TANK BEFORE J O � L� ° � ACCORDING T0: 1�ntil Ventil�ted. ' SECTION 1025, EMERGENCY ESCAPE AND RESCUE, EXCEPTION 1 : PUMPING FUEL INTO IT ARE REQUIRED. � J � • 1 - HOUR STRUCTURAL FRAME THE VENTILATION REQUIREMENTS FOR THE DIESEL TANK STORAGE ROOM ARE O O O • 1 - HOUR BEARING WALLS EMERGENCY ESCAPE AND RESCUE WINDOWS NOT REQUIRED • 1 - HOUR FLOOR CONSTRUCTION ' FROM 2005 NFPA 12 CONTAINED IN SECTION 2704. 3 OF THE 2003 IFC. THE MECHANICAL VENTILATION � LL � � EXCEPTION 5� SECTION 1025. 1 FOR HIGHRISE BUILDINGS. REQUIRED IS 1 CUBIC FOOT PER SQUARE FOOT OF FLOOR AREA IN THE ROOM . • 2- HOUR SHAFTS (REGARDLESS OF HOW MANY STORIES SERVED ) DIESEL FUMES ARE HEAVIER THAN AIR AND EXHAUST VENTILAl10N MUST BE _ � � • 1 - HOUR ROOF VOLUNTARY DESIGN FEATURE (,ACCORDING TO SECTION R613. 2 OF TME ENTRANCE DOOR TO THE ROOM HAS TO HAVE A NFPA 704 COMPLIANT SIGN TAKEN WITHIN 12 INCHES OF THE FLOOR . THERE ARE CONTROL REQUIREMENTS � J ON IT WITH THE FOLLOWING NUMBER: � /� THE 2006 IRC) : OPERABLE WINDOWS WITH SILLS WITHIN 24 IN THIS SECTION AS WELL. 3- HOUR HORIZONTAL/VERTICAL ASSEMBLY BETWEEN THE TYPE INCHES OF THE FLOOR REQUIRE GUARD OR A MAXIMUM 4- INCH � Q v , I - A AND TYPE II - A CONSTRUCTION 2: BLUE LEFT QUADRANT INDICAl1NG A HEALTH HAZARD � SPHERE. WINDOW OPENING RESTRICTION TO PREVENT CHILDREN � SECTION 27�4_ 2_ 1 HAS THE SPILL C�NTROL REOUIREMENTS AND SECTION � FALLING OUT IF THEY ARE LOCATED MORE THAN 72 INCHES u: rcturi �r (.�UAUKANI INUII:AIIN (i ihtrct i5 Nu riKt FIALAKU 2704. 2. 2 HAS THE SECONDARY CONTAINMENT REQUIREMENTS. THE O � Y SECTION 711 . 4: ABOVE THE EXTERIOR GRADE. 2: YELLOW/RIGHT QUADRANT INDICATING A REACTIVITY HAZARD REQUIREMENTS OF BOTH THESE SECTIONS CAN BE SATISFIED BY THE USE OF A z Q � OXY (WITH A WHITE BACKGROUND ): LOWER QUADRANT INDICATING THERE PRE- ENGINEERED CONVAULT TANK . J Q STRUCTURAL FRAME MUST BE RATED AT LEAST THE SAME AS FIRE PROTECTION SYSTEMS ARE OXIDIZERS PRESENT. N THE FLOOR ABOVE. IN THIS BUILDING THE STRUCTURAL FRAME r O o WILL BE 3- HOUR RATED FOR THE LOWEST THREE FLOOR LEVELS AUTOMATIC SPRINKLER SYSTEM : AN NFPA 13 ( NOT 13R ) FIRE THE SIGN WILL LOOK SIMILAR TO THE BELOW SYMBOL, BUT WITH DIFFERENT � � IBC CHAPTER 11 TABLE 1106 . 1 & 1 - HOUR FOR THE RESIDENTIAL FLOORS ABOVE (PER SPRINKLER SYSTEM REQUIRED THROUGHOUT THE BUILDING. FIRE NUMBERS/TEXT: N o ADMINISTRATIVE MODIFICATION ACCESSIBLE PARKING SPACES � SPRINKLER SYSTEM ALSO REQUIRED BY SECTION 903. 2. 7 (IFC) . TOTAL PARKING SPACES PROVIDED N N TABLE 602 & 704. 8: ACCORDING TO THE ADMINISTRATIVE MODIFICATION REQUEST THE '�` ' N FIRE SEPARATION DISTANCES AND RATING OF EXTERIOR WALLS, LOWER THREE FLOOR LEVELS & LOADING DOCK WILL BE DESIGN _ ��T =s,� . REQUIRED MINIMUM NUMBER � EXTERIOR WALLS WITHIN 30 FEET OF A PROPERTY LINE OR WITH A SPRINKLER DENSIN OF 0. 2 GPM /SQ- FT OVER 1 , 50o OF ACCESSIBLE SPACES a CENTER OF STREET/ALLEY WILL BE 1 - HOUR RATED. SQ- FT & THE UPPER REMAINING FLOOR LEVELS WILL BE DESIGN �� " � -�� UNPROTECTED OPENINGS ARE ALLOWED WHERE EXTERIOR WALLS WITH A SPRINKLER DENSITY OF 0. 1 GPM /SQ FT OVER 1 � 500 KEYPLAN °' ARE NON - RATED. SQ- FT � TOTAL PARKING REQUIRED MINIMUM 3 SPACES NUMBER OF Q SECTION 704. 5: LOCATIONS APPROVED BY THE FIRECDEPARTMENT.( WITH N, 00 PRO�VIDSD ACCESSIBLE SPACES �� o � Go� oq9 a , � EXTERIOR WALLS REQUIRED TO BE 1 - HOUR RATED ARE RATED FEET OF A FIRE HYDRANT. WATER FEATURE EQUIPMENT ROOM �G033 ON THE GARAGE LEVEL 26 TO 50 2 �P � � FROM THE INSIDE, UNLESS CLOSER THAN 5 FEET TO THE 51 TO 75 3 � � ��' ` �t� � N PROPERTY LINE. DRY- PIPE (OR ANTIFREEZE) SPRINKLER SYSTEM REQUIRED IN THE GIVEN THE QUANTITIES OF HAZARDOUS MATERIALS SUPPLIED BY WATERLINE 76 TO 100 4 ` � � � � GARAGE AREA WHERE SUBJECT TO FREEZING. STUDIOS (WL) , THIS ROOM IS NOT CLASSIFIED AS A GROUP H - 3 OCCUPANCY. 101 TO 150 5 �+' � . o SECTION 707. 4: 151 TO 200 6 2Q , ,.�� t3. �' ELEVATOR SHAFTS AND STAIRWAYS REQUIRED TO BE 2- HOUR THE CHEMICALS PROPOSED AT THIS POINT OF THE DESIGN FOR STORAGE AND � 201 TO 300 7 � '` v RATED. SECTION 8. 14. 5 (NFPA 13) : MAY ALLOW FOR FIRE SPRINKLER USE IN THIS ROOM ARE: 301 TO 400 8 /C �i N _ - OMISSION AT THE TOP OF ELEVATOR HOISTWAYS WHEN 401 TO 500 9 ��' �\� � � � a eJ j ALL MECHANICAL SHAFTS SHALL BE 2 HOUR FIRE RESISTIVE WITH CONFORMING TO THE ASME A17. 1 NON COMBUST16LE PROVISIONS. UP TO THREE 30 POUND BUCKETS OF SOLID "TRICHLO" 501 TO 1 � 000 2� OF TOTAL FD AR � � 1 3� HOUR SMOKE/FIRE DAMPERS. SECTION 903. 4 SPRINKLER SYSTEM SUPERVISION (IFC) : A ( TRICHLOROISOCYANURIC ACID) TABLETS, WHICH IS ACTUALLY NOT � cn° SECTION 1019. 1 EXIT ENCLOSURES: MONITORED FIRE ALARM SYSTEM CONNECTED TO A CENTRAL CLASSIFIED BY DOT AS AN ACID. BUT AS A HEAVILY CHLORINATED CLASS 2 MORE THAN 1 , 000 20, PLUS ONE FOR EACH 100 OVER 1 , 000 �} /,,.� � �� Q MONITORING AGENCY IS REQUIRED FOR FIRE ALARM . OXIDIZER ( ACCORDING TO SECTION E102. 1 . 7. 1 FROM APPENDIX E OF THE � Y vir j/ � J EXCEPTION #8 OPEN STAIRWAY BETWEEN TWO FLOORS IN 2003 IFC) . FROM TABLE 2703. 1 . 1 ( 1 ) FOR A BUILDING WITH A FIRE TOTAL PARKING SPACES PROVIDED : 190 PARKING SPACES N � 2- STORY PENTHOUSE DWELLING UNITS ALLOWED. STANDPIPE SYSTEM : A STANDPIPE SYSTEM IN ACCORDANCE WITH SPRINKLER SYSTEM , THE WATER FEATURE EQUIPMENT ROOM G033 MAY ACCESSIBLE PARKING SPACES PROVIDED : 6 SPACES ,�, � THE TOWN OF VAIL AMENDMENTS IS REQUIRED . STANDPIPE HOSE HAVE UP TO 500 POUNDS OF TRICHLOR WITHOUT BEING CONSIDERED A °o � SECTION 3006 . 4, MACHINE ROOMS: CONNECTIONS ARE TO BE LOCATED WITHIN STAIR ENCLOSURES GROUP H - 3 OCCUPANCY. CODE SUMMARY � j AND ON EACH SIDE OF A HORIZONTAL EXIT. THE STANDPIPE � •� ELEVATOR ROOMS REQUIRED TO BE 2- HOUR RATED. SYSTEM SHALL BE SEPARATE FROM THE FIRE SPRINKLER SYSTEM . � o THE WATER FEATURE EQUIPMENT WILL INCLUDE A CLOSED TRICHLOR CHEMICAL N cn FIRE ALARM SYSTEM : A SYSTEM FIRE ALARM EMERGENCY FEED TANK THAT WILL HOLD UP TO 15 POUNDS OF TRICHLOR. THE REMAINING � SECTION 3004. 1 , HOISTWAY VENTILATION : i� VOICE/COMMUNICATION SYSTEM IS REQUIRED IN ACCORDANCE WITH BUCKETS MUST BE KEPT IN SEAL CONTAINERS TO PREVENT OFF- GASES FROM -� o ELEVATOR VENTING IS REQUIRED, BUT MUST BE CONTROLLED TO NFPA 72 FOR DETECTION OF FIRE AND OCCUPANT NOTIFICATION . THE TRICHLOR (NOT HARMFUL TO PEOPLE) FROM CAUSING CORROSION OF ,� ALLOW FOR ELEVATOR SMOKE CONTROL PRESSURIZATION . ELECTRICAL CONTACT EQUIPMENT IN THE ROOM . PLOTTED 2 / 11 / 08 o � SMOKE CONTROL: J N SECTION 707 . 14. 1 , ELEVATOR LOBBY: THE ENTRANCE DOOR TO THE ROOM HAS TO HAVE A NFPA 704 COMPLIANT SIGN CHK'D BY Dave Leiker, P E PRESSURIZATION OF STAIRS 1 , 2, 3, 4, 5 & 6 ACCORDING TO ON IT WITH THE FOLLOWING NUMBER : �o R A T E D E L E V A T O R L O B B I E S A R E N O T R E Q U I R E D O N R E S I D E N T A L S E C T I O N S 9 0 9 . 2 0. 5 & 9 0 9 . 2 0. 6 O F T H E 2 0 0 3 I B C. � COPYRIGHT2006BYDAVISPARTNERSHIPPC , ARCHITECTS -~' c°o FLOORS, PER ADMINISTRATIVE MODIFICATION THAT PROVIDES 2: BLUE/LEFT QUADRANT INDICATING A HEALTH HAZARD X o SHEET NUMBER x �, ELEVATOR SHAFT PRESSURIZA710N IN LIEU OF ELEVATOR LOBBIES. PRESSURIZATION OF ELEVATORS 4 & 5 ACCORDING TO 0: RED/TOP QUADRANT INDICAl1NG THERE IS NO FIRE HAZARD ADMINISTRATIVE MODIFICATION REQUESTS & SECTION 707. 14. 1 , EXCEPTION 6 AND 2: YELLOW/RIGHT QUADRANT INDICATING A REACTIVITY HAZARD � SECTION 712, PENETRATION PROTECTION : SECTION 707. 14. 2 OF THE 2006 IBC & APPROVED OXY (WITH A WHITE BACKGROUND ): LOWER QUADRANT INDICATING THERE �° � Z ENGINEERED SMOKE CONTROL DESIGN PRACTICES. ARE OXIDIZERS PRESENT. � MATERIALS AND METHODS OF CONSTRUCTION USED TO PORTECT Z i � � THROUGH PENETRATIONS AND MEMBRANE PENETRATIONS SHALL STANDBY POWER PROVIDED TO ALL ELEVATORS. D . P .A. PROJEC�� E�ED B Y 06232.00 i� COMPLY WITH THIS SECTION . a � � � � � X � Y �AFEBua,� Co��rad� � DUCTWORK ROUTED BELOW ' � FLOOR SLAB OF TRASH ROOM AND EXPOSED IN � . - � Archit tS STORAGE ROOM . INSTALL ALL DUCTWORK IN 2— HR FRR SHAFT. SEE MECH . PLANS FOR FURTHER 2— HR FRR PIPE WRAP INFORMATION . REQUIRED ON FUEL LINE FROM CONVAULT TANK � TQ GENEf�.ATOR� I � ' I WORST CASE FOR MECHANICAL INCID I TAL 52 � � � 1 OOOPGAL. 3 DOMESTIC 2301 BLAKE ST , STE #100 I TELECOM I � I I COMMON PATH OF � � WATER PUMP DENVER, COLORADO 80205 MAINTAINANCE CMPT cMpr cMar cMpr • ( �RqyEL T�50' I � 'rJ, 136 SQ. FT. ( FUEL OIL PUMP CONVAULT ROOM 303 861 8555 F 303 861 3027 � SPACE sa s� � ss � sa s2 si so as 0 a� ' STORAGE � � 01 � �� OLF= 300 GSF/OCC DIESEL TAN o� 0o I I �I. STORAGE 04 � OL= 51 OCCS o I � I 0225 MAIN STREET UNIT C101 � i. � I � � ��,: ( 2) EXITS ��REQUIRE ( �/z REMOTE) I GENEORATOR � p EDWARDS , COLORAD081632 I � �. � , 36 & 72 DOORS � 970 926 8960 F 970 926 8961 I CAN/SAT I I � � I 00 � �� - -1 REFER TO SHEET PARKING BAY 5 � I � I � I o r PUBLICPARKINGSPACES i � ' I M4. O� FOR MECH . IN TELECO �I�� FORBETWEEN � RM . DETAIL 3 I ��D MECH�CAL � � I � � I � �\ �+ J FLOOR LEVELS � I . I Y � � / � oo � UP � � ' t � I � I II �� - - � MECH 2NICAL � I D • RAMPDOWN p� � I STORAGE I I � ; p CORRID R 1 DSLOPE ELEC L _ _ _ _ _ _ _ � _ _ X � � � 04 p� � � � ,. . � 00 I I I I . � . . T . . � . � . . � . . � . ...� �—� I � . � . . � . . � . . � . . CMPT CMPT CMPT I CMPT � � I� � � • � STAIRS �I �P • I I I ioa io� ios ` � �os �oa ios �oz �o� ioo Q � ' - - —_ — I STORAGE TRASH RM � � �� I �EM ELEC I STORAGE �� I � I I � STS3R � TRAS�H,Ro i pq � G014 ; � ; 01 � I D � 5 o � — — — — � o — — — — p I os � � - � - - -r � , � �I � - �- � - - �- .� � � � • �� f — — — — s� • � q • p Ir - . . . � � 5 — — — — • • — — — — - - . � . . . . — — — — — — — — — - - - � I !■ o o � • • • o o .T , . � . , . . . . . . . . . . . �. . . . . . . . . . . . . . . . . . . . . . . o ELEC li ' • � � / O I � 00 � / � / IL�_� I � • J L�. . I � / — � � ' � I � ' � C � CMPT / D / CMPT / CMPT CMPT CMPT CMPT CMPT CMPT CMPT D ❑ / / / ADA � � � / �A Il� \�II 1V p12 / / P13 / P74 P15 � P16 / P17 P18 P19 P20 Eriglrieel' lrig, Inc. ( J o / P1 P2 P3 / P4 PS � P6 �� p / P7 PB � P9 P70 D 99 ELEV VEST / � / / (/ � TELECOM D / � � � ELEV VEST � / � � � � � � MECH ROOM EXHAUST I 5420 WARD ROAD � SUITE ZOO � G039 �_2�, I / / � 00 / � � / �/� 021 FAN FOR I /� RVADA, C� 8��2•1838 ; / � � � � � o o � � d GARAGE P� ,oNE 303 �122 ��100 � �/ ,� I � ' — Fnx 303.4227900 i / � � � B ` ' � STAIR PRIVATE PARKING SPACES I / � � � s2$ �"'"�' T�iRWEtL -C6tdNE�fiS UP ( � ISSUE/REVISION DATE NO / � �� ( FIRST FLOOR PARKING LEVEL. ( Pz, roRac � / 03 PROGRESS SET 02FE607 1 I — " '�� \ � \ �\ �� DESIGN DEVELOPMENT 20JUN07 2 " ' � • ■ � � � I P� GRADING & EXCAVATION PERMIT 01JUL07 3 . . � � I I cMar CD / PERMIT 26SEP07 4 � � 1 I � " � " � � � \ P48 P47 P46 P45 P44 P43 P42 P41 P40 P39 \ P38 P37 P36 P35 P34 P33 P32 P31 P30 P29 P28 P27 �, \ uP µ I TOV RESPONSE 17DEC07 'rJ � � � : � � : I ELEV I � \ � I P23 � TOV FOUNDATION SET 05FE608 6 II I IBIO ! • E3 � \ r " - - - " � I ' CONSTRUCOTION DOCUMENTS 07MAR 8 8 '� I � � ST� R � � � � F �� ______ST-��5 S � � � �� / CONSTRUCTION DOCUMENTS 08AUG08 9 1 o m o I i �� i � � ; ; � � � � e � TOV UPDATE 05FE609 10 I . . P49 P50 P51 P52 P53 P54 P55 P56 P57 P58 P59 P60 P61 P62 P63 P64 P65 P66 P67 P68 P69 P70 P71 P72 ' � • • � • • � • • � \ � TOV UPDATE ZHSEPO9 11 iiz I � . . _ . . 0 0 0 0 0 0 0 0 � 0 0 � \ \ 0 0 0 0 � � � 0 0 0 0 0 O \ \ , � D � � ��' � � - - - ° - - - 9 - - - - - - - - � \ � o ` GROU S- 2 \ \ o � ;, „3 88, 832 SQ. FT. \ \ � I OLF = 200 GSF/OCC � � � `� � pARKING BAY OL = 445 OCC PRIVATE PARfONG SPACES P73 � \�� / I CMPT O2 I Trr��V iT°E�-/5-�Tn�r°. .��- 'o' U P 14 56" STAIRWAYS / � 36" DOORS AFSD P74 � E�.EV VES7IBULE 15 / / / 07 p P 5 / O O O 0 0 O O 0 O 0 0 � O 0 0 0 0 0 � O O 0 0 � 0 CM� � CM� CM� CM� � ENTRANCE/E EVATOR P104 P103 P102 P101 P100 P99 P98 P97 P96 P95 P94 P93 P92 P91 P90 P89 PB8 P87 P8fi P85 P&t P83 PB2 P81 P80 P79 / P78 P77 P76 / / UNIT 101 /R- 2 0 � � o � UNIT ABOVE � � � I — — — I P189 � � / CMPT CMPT CMPT CMPT CMPT CMPT CMPT CMPT CMPT CMPT CMPT CMPT CMPT CMPT CMPT CMPT CMPT CMPT CMPT CMPT CMPT / P105 P106 P107 P108 P109 P110 P111 P112 P113 P114 P115 P116 P117 P118 P119 P120 P121 P122 P123 P124 P125 P126 P127 P728 P129 P730 P131 1 P,� � � / MAIN E�LEC RM I / B / / I P187 / � ��TM� PUBLIC PARKING SPACES � / � � � ^. PARKI 02 BAY 2 7RAVEL 1D=285' � � � v IP186 r — — L�/ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � I � P132 / ~ � / 1 \ � I / / � � P185 D — -- � I � I P133 � � � I � — — — �A / ■ V / \ P750 P749 P148 P14T P146 P145 P144 P143 P142 P141 P140 P139 P138 P137 P136 P135 I W I o LE I � � P�� / � P184 � 00 R 00 I o o � \ \ � � �� I O O O — — � � � 1 E - - - - - �-- - - � � 00 . . o o I o STORAGE / � � O � � ° � SKI LOCKERS o o B 051 � � — — '—PA�'ERSTORAGE � O puo � � B 03 0 � ICE RINK MECH 1 � 031 / 1 P�� . ELEV . lOd� • � I � _ _ _ _ _ ICE RINK MECH 2 � �3 ( B � / � Q � U • E1 • ST � ELEV � 03 '� � I I / / � � 1 E2 B P157 � F-� PtSS � g a � Y I P182 � • • � • • P155 P158 / Z P154 I ADA P153 � / O W ) � � � ' ' TELECOM MACH RM P151 P�� B I � / � O J � J 01 P�� B � 03 � P LIC PARKING ACES I / O � / � O I P181 � 99 p P160 / O N ♦ A' � o 0 � ) ` r O I � � � P161 I / V li � � P,62 I � _ � � `v � ' � � r ^ , VJ � / � — N I` � / / � o,rs� / P1p � / / � — � I � / P165 ' / � � � I ° P166 � � z � � I P179 a � P167 � / � Z P168 / / � � � g � �� /� ADA � P172 P171 P170 / P169 / � / / �� I O P173 � i ^ ' � P174 � � 1 BIKE ST�O RAGE B �e / Pm P176 / P��s _ ' � / � V ¢ / — — N I — — _ w 'I o � �-.� — — � J — — a � ATER ENTRY RM - - — KEYPIAN ` � — — 04 C �.�J � � O N � pF CO� ,: J w F I R E RAT I N G K EY �� s��;'�o�` J WC/) S O Q Q ��4 ` � w Q � ■ � ■ � ONE HOUR RATED WALL � R ' ��' o " ' 2 54 �' ; o � ■ ■ � TWO HOUR RATED WALL ��C� ��C�� J THREE HOUR RATED WALL �sFD A R GN\ 1 p � 4- w� - . . . _ 1 ` q � N NOTE: NOTE: � 20 MINUTE RATED DOOR � � � � D O O R S: F E B 5 2 0 0 9 T O V U P D A T E H A S B E E N U P D A T E D T O � � =� ALL DOORS HAVE A 36" NOMINAL/32" CLEAR WIDTH CURRENT ARCHITECTURAL BACKGROUNDS. o y (213 OCC. CAPACITY) SIGNIFICANT CHANGES ARE CLOUDED AND INDICATED OB 45 MINUTE RATED DOOR �� UNLESS OTHERWISE NOTED . WRH � O C 6 0 M I N U T E R A T E D D O O R G A R A G E L E V E L O V E R A L L ! � � ALLI STAIRS HAVE A MINIMUM 44� EcRESS w� o � . LI FE SAFETY PLAN T o O 90 MINUTE RATED DOOR � o AREA OF REFUGE NOT REQUIRED ( EXC. 3/SEC. 1007. 3) 3 (TYPICAL 220 OCC. CAPACITY) OE 3 HOUR DOOR UNLESS OTHERWISE NOTED . --«��° % PLOTTED 2 / 11 / 08 � NR NON RATED DOOR " o CHK'D BY Dave Leiker, P E aN � � � COPYRIGHT 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS � p (n p 0 o SHEET NUMBER � zrn �� ¢ X � z � GARAG E LEVEL OVERALL LI FE SAFETY PLAN . ; xw � 1 / 16 = 1 -0 D . P .A. PROJEC�� D BY06232. 00 ' ua � N U � (n c/) � � � X � Y SA�E�ualt Colorad� � NOTE NOTE: l � DASHED L1NE DENOTES AREA OF DEFERRED DASHED LINE DENOTES AREA OF DEFERRED � � SUBMITTAL RESTAURANT 104 AND MOVIE THEATERS � SUBMITTAL. SPORTS BAR 113 AND BOWLING ALLEY � • ' ` � AI"Cl�llt tS � ARE INCLUDED IN THE DEFFERED SUBMITTAL. � ARE INCLUDED iN THE DEFFERED SUBMITTAL. I — — — — — — — - —� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ■- — — — — - — — — L ■ GROUP A- 1 I � � • . 1 . . � . • � � OL = 64 SEATS I r� ' � . ' I I I I ' I ' I � �� / � � o.. o.. � � ° � ( 2) EXITS REQUIRED ■ � � � � � � � �� . o o � . �. � d.. . � o � , . �a �� r� � 36 ° DOORS I • � o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o I■ o 0 0 0 ■ • � � � ! • I I I I I I � � I II � D � � � 2301 BLAKE ST , STE #100 I • O � I � � I _ � � 1� , . . . . , . . � . e , . . , a . , a a . , . . . . � � I �� I � i DENVER, COLORADO 80205 I• � I _ L� � • �� GROUP S- 2 ( li .� � � 303 861 8555 F 303 861 3027 � � � � i � 26, 259 SQ. FT. oN � I; �: II � 0225 MAIN STREET UNIT C101 � � — , � OLF - 200 GSF/OCC � i EDWARDS , COLORADO 81632 : - � ' o OL = 132 OCCS � I: I; � � 970 926 8960 F 970 926 8961 i � � � ( 2) EXITS REQUIRED � ° I� � �"°° „� I ■ ' � �P 56"STAIE�IKAYS � � ' C�, ° � „ � � _ � . I36 DOORS � � '�� O � 36 " CORRIDOR 0 � � � �� II I � REQUIRED GROUP A- 1 I � � � . � I FROMCABOVETS - • — • - - - - - - - - - - � -- - - - - - - - - - - - - - - ,, � Ii �, ; � � OL < 50 i OL = 38 SEATS ■ � �� I I � � ■ i � � o 0 0 o e •T�� li • o 0 o I I • � ( 2) EXITS REQUIRED : ' - _ ' j � � i .� ■ � � , � I 36 DOORS i � I , � � � � � � ' � � � I I , - - � ' � � I I� •I � � O � I � I • �� i ' � • : \D i � I ■ � , � � I• � �� I � I I I � ■ � I =, I � � I I I M I DE6 EDSUBMITTA A EA I I IL . . � ' �� . . � ._ - ❑ �` - �� " � ' � ' • i i I I I I � � � . . I I � � i � ,..«., . . � �. I E� � ^ F _ — — — � I — I I� ■ B • ' ^� � ■ I ■ o o ■ � . rw �• o o ■ i � �� . ■ L . . � ' � � � � ' � �� B .� � � � : I� � � GROUP A- 2 � ` I ° --�- — — " - ° � � � ° ` " — — " � "� . ( 10) BOWLING LANES / � — ' � o o z,�. C � ° ° � .�.,�. � o o ° ° � � �' i i 5 OCC. /LANE, W/ GROUP A- 1 / �/ —_ _ _ _— � � � � � � � � � ' � � a a � a a a a I ; � 15' RUNWAY �'� � I OL = 47 SEATS / /� � � � � ' � � �� i � � � OL = 50 2 EXITS RE�UIRED , . � I � � I � � � , I � J � � . I � 36" DOORS � � � . � � � ! � � o � : ■ � � � p � Engineering, Inc. ' � i � ° GARAGE OPENING ; I + ° � : �•� � � 5420 WARO Ron� , Sui� 200 / ° ; � NOT AN EXIT � � � �. � I � � ARVADA� CO 80002-1838 � � I � � mcm.e / � . o I ■ ° 90- MINUTE� Q � �— — — — — — — — — —Tn=, ss� — — — — — — — — J ��. _ — �,� I 56„ PHONe3034227400 // � ,.._� . i COILING GARAGE DOOR ,; ; ,- _ � � REQUIRED FAx 3034227900 �/ h � � / � D _ 1� � ' � -- � � -� �� - � ' � � u �`�i `�� 1 � . , .� ` D 66 /� � � ' � � E�'Tll�i � 9 I � ` , � ��`�� QD D D .• � s�� 1D=ts9' � � ,� '� � _ � ISSUE/REVISION DATE NO � 4� 04� — � � � �-�� - — - — - - - � 1.r-�-------+----= . . _ . . _ . . �� - - .�., �,� ��r—� - - - :�� . � - - - - � o � � ,-L, � � � - . „� � �. E� 1 � COe1�„ NR NR � 5/ g � NR � � NR NR o NR � p �'�____r�� u � � � _ � I PROGRESSSET 02FE607 1 � � I• �,. i �i ° 58 ` � 68 NR O 67 �I I I � � � � ❑ � = _ �°� �� • I� I � � , p • � � � �- _ � � DESIGN DEVELOPMENT 20JUN07 2 � �I� � � y■ D � J � 1 � I • - - - -=�"= � • � — L —� � �" ' ° � GRADING & EXCAVATION PERMIT 01JUL07 3 � I 11 I • a o 0 0 ■ I�I I II I 1 1 � � i 1 � � �J �� } � .I \--�—�� — � . 1 � � L_ � 2� L� " J � " �" 2 � � _ i �— -- �—J � � �� 30 �� `�� ' � � � CD / PERMIT 26SEP07 4 � 5 MA � il � �I � � � _� p � • o „ � � � EXIT PASSAGE A �-4- � I; , , �D � ROUP M � � GROUP M I � � � ' � �,� � � Ro o `� � � TOV RESPONSE 17DEC07 5 � il � _� _ _ _ _ . . _ I � • � 0 o i � 26 909 FT ' 1 , 220 FT � „E,w � �- : ' � U / TOV FOUNDATION SET 05FEB08 6 OL = 110 � � ��—" — " ' � � - , � � OLF = 30 GSF/OCC OLF = 30 GSF/OCC. ° GROUP M � �� I� � /� NOTE: � � , NR l—� 76 ��°�• NR 'If � I ; � i _ � • �-- — �rl�- -� � TOV RESPONSE 11FE608 7 0 176 x 4 �' ■ �'� � NR � 1 � L - 31 OCC. , OL = 41 OCC. / SEC � � ■ �'_' " �� -- � - — — 1 , 778 FT „�,� I � � .�. CONSTRUCTION DOCUMENTS 07MAR08 8 1024. 4 �I � III [Xj�� II U � , � p I GROUP M �557PFM ° 1 )� EXITS REQUIRED (1 ).. EXIT REQUIRED � __ ___ � - ° 2 OLF = 30 GSF OCC '� •.� ` CONSTRUCTION DOCUMENTS 08AUG08 9 . ,�. �� . � _ J I � 1 , 446 FT � � _ � ❑� 6 DOORS 36 DOORS � � �° 0 OL = 60 OCC. 27 \��f, - --- - - l � . � TOV UPDATE 05FE609 10 � � am ,� �°�m '� °° ' � _ ; 41 OLF = 30 GSF/OCC. OLF_ 30 GSF/OCC. ROUP M 2 EXITS EQUIRED � -- � ° "� ...� �• ' � � _ o � I� `' ° o- I � ■ � � OL = 49 OCC. OL - 52 OCC. �, 1 , 650 FTZ 3fi' D00� � ``� `� I I ° � � TOV UPDATE 28SEP09 11 GROUP R- 2 I � o ` I � ■ GROUP M � ( 2) EXITS REQUIRED � 2) EXITS REQUIRED �� OLF = 30 GSF/OCC. ❑ �. s I � � / 1085 SQ. FT. � ��, . � � � OLF = 100 �� ' I' � P � 2, 481 FTZ 36" DOORS 6 DOORS D � � OL = 55 OCC. ' °� • ■ � � � �� /� �• , ❑ _ -_ _ � GROUP A- 2 OL = 6 I %� ' I ° I f OLF_ 30 GSF/OCC. �\ _ _ �T .� ( 2) EXITS REQUIREL� m � </� �' _ - I � � 5, 845 SF/TOTAL 1 EXIT REQUIRED i i '� � .� \ � , i i i i i i i i i , , , , s � � /� l �� / OL = 350 OCC. . I OL - 83 OCC. �w 36 DOORS ,, GROUP M f� 36 DOORS � � � _ � � � � �� ( 1 ) EXIT REQUIRED � � � � _ �! � � i_� „ 21 / 1 , 613 FT \�" • / � I ESTIMATE • � '� � 36 �� DOORS \� \ 26 0 0 28 OLF = 30 GSF/OCC. � / � � � � � ,q ,o ,� � � ` + � ' � � � ( 2) EXITS REQUIRED PART OF MOVIE THTR. . �� OL = 54 OCC. ,; � , / � � � � � `� � � ��` � � � � ( 2) EXITS REQUIRED � ' 0� i � �� ,�� F � �� 0,�� ,. - � � •° • � ' � � � \ o 0 0 / 36 DOORS �, � O / �/ ,c,,,�` O GROUP A 2 I � E�„ ,a�, . � . 30 � .� � ST� PE� � �d t O 2 455 FTZ •I �� ..,.,, � � , 26 0� � Q ,� � Q � , � �, ,%�, ,��, i � � � �� o � � �, �r� r� OLF = 15 GSF/OCC. _ , o =_ :� � � � �� OO i � �- � � OL = 166 OCC. � NR 6 '%� - - � � > � ;, O � � (2� EXITS REQUIRED _ . . � � '� � � � � / �eFeReusueMirrn� nR�► �,, 5 � 7 � o I �. �C c �' DO� � � � �� ` 36 " DOORS � � � - r�_ _ _ - - - - �� 24 � � ,,,� � � O � � � � � � � � '��' ■ i °� `. N � � �� j � � 27 ' oo ° ' o� � � , � `�� AR ��'`\ ly �" � � . . I zz � I - „ � � � �� ♦ , � 0 , ' oo � oo /1 . , I �` P� �► � ' ' ' • � � � � ' i � = �� - °" o � b � � � � � , ' ~.� , ,_ � � � , , , o ■ . c - �� - -� 41 � � � � � 6J ;, � � �< � � � I� GROUP M I � � ' �- = -�ir = � ❑ - �- - - J � � �°% • ' / i , 460 FTZ ■ , � z r,-� � - - - _ � � — — — — — � MAx s oo � � o �1rG �Yo �t, 6 �ion � � kc SG► ��(i�vl �i0 �4+ti � �Un�."I � � PLAZA 4�Q i �, �� / OLF = 30 GSF/OCC. � ■ H �� _ _ _ _ � � , � 27, 000 FTZ NOTE: � 4 � � � � �� / � OL = 49 OCC. OLF - 7 NSF/OCC. 4 ..,� „�,�� ( 1 ) EXIT REQUIRED � � . p �°�r � � OL = 3, 858 OCC. ALL GROUP M SPACES WILL BE INCLUDED IN A �ap ; �� c�T ° N/ DEFFERED SUBMITTAL(S). FOR CLARIN, AREAS AR � � 36 DOOR � � ■ - 'v�v�v ' " ' D - _ X ,■ . � � �� NOT DENOTED WITH DASHED LINES. � Q, 4 ��Q � �O / / � �z� ' q � i NR ��° d OR i GROUP M U R� 1 � !� � ICE RINK/FOUNTAIN � NOTE: � o � 879 FT2 W J 1 . � � GLAZING IN 2 HR WALL 5, 969 FT2 SEC 1024. 2 i OLF - 30 GSF/OCC. r J 49_� IS TO BE PROTECTED GLAZING IN 2 HR WALL �- e WIT C OR OLF = 50 GSF/OCC. Sp� EX200 / (1 ) EX TO EQUIRED � IS TO BE PROTECTED �� — � DEfAIL P OVIDEDSIN OL = 20 OCC. � / � ` . _ � � 36 " DOORS (n � � i WI W R w � � � : ARCHITECTURAL • W S INI ER EA S. � NR �125 EXIT �Q•r . . , , � DRAWINGS. Q C� z / r DETAIL PROVIDED IN Y � 0 PASSAGEWAY ; � � ARCHITECTURAL � o ; i � � � DRAWINGS. , ' 1 W • F1FY / � o I ° ' ; � w � � D t1AM ❑ / — O a � . m , � i w 0 � � � � • o- � � � ' / � Q I— � Q � I � `L � I � I— I � J ❑ � ' 0 � � � SECTION 704. 8. 1 & TABLE 704. 8 � � � O O wn Y 1 � I / � li I � )� FIRE SEPARATION UNPROTECTED 1 � ; i , � � � O O � DISTANCE (FSD ) OPENINGS � � � . o � , U � `�' 5'- 1 " TO 10' 25� ,. . / _ � � 0 10'- 1 " TO 15� 45� � N 15'- 1 " TO 20' 75% �� J 1 � 35 � 32 �/ — � 20'- 1 " OR MORE 100� L.L Q — v NR j � O > � � I ° ❑o � ❑o � 0 ° � � � J F Za � _ � � O g � _ � - r- � � - - - _ _ _ _ N U� a � _ _ _ — — — N cn Q w � �` w J � J J Q � M GROUP M KEYPLAN w Q 1 , 042 FTZ 944 FTZ o � OLF = 30 GSF/OCC. OLF = 30 GSF/OCC. SYM B 0 LS FI R E RATI N G K EY J o O L = 3 5 O C C. O L = 3 2 O C C. `�' � ( 1 ) EXIT REQUIRED (1 ) EXIT REQUIRED Q ��`' �? 36" DOOR 36" DOOR Q KNOX (KEY) BOX MOUNTED 5 FEEf AFF � � � � � ONE HOUR RATED WALL � J � � FACP FlRE ALARM CONTROL PANEL WITH FULL '� � RESET CAPABILITIES � ■ ■ � TWO HOUR RATED WALL o � c�n ° ANN � " ■ � THREE HOUR RATED WALL FlRE ALARM ANNUNCIATOR WITH FULL �/ NOTE. RESEf CAPABILITIES -' ' NOTE: � AO 20 MINUTE RATED DOOR � � IN ACCORDANCE WITH THE APPROVED SMOKE FEB 5 2009 TOV UPDATE HAS BEEN UPDATED TO NOTE: I FLUSH- MOUNTED STAND PIPE FDC; � N CONTROL ANALYSIS, DATED OCTOBWR 31 , 2008, THE CURRENT ARCHITECTURAL BACKGROUNDS. DOORS: ^SP (2) 2- 1 /2" OUTLEfS O 45 MINUTE RATED DOOR � � DOOR ASSEMBLY FROM THE STAIR AY ENCLOSURE SIGNIFICANT CHANGES ARE CLOUDED AND INDICATED ALL DOORS HAVE A 36 " NOMINAL/32" CLEAR WIDTH TO THE EXIT PASSAGEWAY IS NOT REQUIRED TO BE WITH � � � � FLUSH-MOUNTED SPRINKLER SYSTEM FDC; CO 60 MINUTE RATED DOOR xi RATED. UN E SC OTH RWISIE NOTED . qg (2) 2- 1 /2" OUTLETS � � , °;N STAIRS: O 90 MINUTE RATED DOOR FIRST LEVEL �VERALL N / ALL STAIRS HAVE A MINIMUM 44" EGRESS WIDTH . TEST (4) 2- 1 /2" OUTLET FIRE PUMP TEST o;� AREA OF REFUGE NOT REQUIRED (EXC. 3/SEC. 1007. 3) HEADER O 3 HOUR DOOR LIFE SAFETY PLAN � o ' ( TYPICAL 220 OCC. CAPACITY) J � UNLESS OTHERWISE NOTED . NR NON RATED DOOR 3 0 J N PLOTTED 2 / 11 / 08 > '- X �o CHK'D BY Dave Leiker, P E x � m COPYRIGHT 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS � O X � SHEET NUMBER � a� � � a FIRST LEVEL OVERALL LIFE SAFETY PLAN . � - Z � � � 1 / 16" = 1 '-0" J N U � N N D . P .A. PROJECT #t�Ey �E'�lED 6232 . 00 � � � X � Y D�C 2 SAFE�uil� Colora�o ,� � ° C 5 ' � Z � • ' � AC'Chlt tS L52 D c ` � — _ — — — _ — _ — _ + — — — — — — — — — — — _ _ — — _ — — — — — - - � i �. :- > 1 . � , �� I ' � I I � � � � � I � � I �� : � � ( GROUP A- 3 � : I ' � 2301 BLAKE ST , STE #100 �u I � I 600 SQ. FT. I I � DENVER, COLORADO 80205 I � �� I ■ � I • `� • I O � � � 303 861 8555 F 303 861 3027 u � : \ ' OLF = 5 NSF/OCC. ' � ' I �� /�� I I OL = 120 OCC. _ — _ _ e I 0225 MAIN STREET UNIT C101 � �I ) L�� ❑ I� � ( 2) EXIT REQUIRED r I EDWARDS, � � � I I �� 36" DOORS � � 970 926 8960 F� 970 92�896632 � ,o � �. I GROUP S- 2 , � I - - - TD=320- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � �� UP 17, 940 SQ. FT. I I I1 �� I � OLF- 9000 CSF/OCC. � I �' I � � ( 2) EXITS REQUIRED I I ' � � �� I � � 36 " DOORS � I � �I � I �� g � 56 " STAIRWAYS � � '�}}µ �_ � I x ; _ �, � � � �—, � �� ' I � � � I I I ;�' . t .�� L�� ❑ � . �. _ �.. � . . . .� _. �.. �. . _ . t— .f�.. � . . . __ t .t t_ . __ .. � �i� � � I '.� � � � I � ° ` � � `y � I u � I� I ns�e • -� � n�e I � ■ _ • � f � • �� II I U � � �, I � � I � I - —_ � I I i � I ( I � I i � NR � u k � � � ' � I � J � + I . . = _ . . � R' � �I — � 'lll � - V - � 5 I L — — — — — � — — \a — — , I J I " ' _„� ,.�., � � 4 � � _ f � — — I '� � - � � � � _ - - — - - - - - - _ - — o � � .� � _�_. __ � � ' � � � / ' i � 1 I .-�« E`F' �I �� - I I � o o ■ � Z � � • � � . .,a.,� � 73 o � o . _ � ° � � � � � � , — . . _ � , ' (D� ` "� (D� � I � � — — � I �.� � �� / . o � — — E k� — — �� z � � � C � i. o � E T L� � I I _ � o C � C � o i Q� E E o� = s E �, �� . � � o� = 2 � p _ � � ' i �� _ - --- - _ I� � � � � E � OL - 4 � I I � � � � — — . � , _ �p - - - – – – – – – Engineering Inc. � � � � �T/JI�� I V II � � � I I� � � � � � I 1 / � � ITCHEN� GROUP A`2,�11 � ,�� _ � , � � � � � , � , 5420 WnR� ROAD SUITE 200 I I � / / ' � �0/SQ. F\ � � / 1 � 74�Q� FT� / \ �� _ _ - � � , ' � , ' \ '� , , � , �� I i � ' / I . OLF = 200 GSF/OCC: � OLF 15 NSFf OCC 58� �� _ _ �; 60 � 60 E � \� SPA/GROUP A- 3 I I A RVADA, CO 80002-1838 � . \ � � / � / � � � � r - - � � I � � / � OL = � 4 OCC. � � � 41 � OL �= 11 Z OCC. � � � � - - _ ` , . , � \ � , � I 1 , 358 SQ. FT. � � � PHONe 303.4227400 / � ��i I . ., � / - � � . � , \ , 89 � � � I GROUP A- , �� , � i � � � ,�. / -� - �� 1 � CXI,T, RCQUIRCD / �� 5 CXIT RCQUIRCD � �� , \ I � OLF — 50 CSF�OCC. � , , � � F�x 303 �1 __ 7900 � � � � �36" DOORS � � � � � 36 " DOORS � � �� z � ` � � _ I 2$ o OL = 28 OCC. � � � �� _ . 373 SQ. F � � I i � � � , ' � �, � ` , , ° % � ( 1 ).. EXIT REQUIRED � �� I I OLF = 15 SF�OCC. � I � V ' � GR U A= � '� � � 36 DOOR � --� i � OL = 25 O�C. � ISSUE/REVISION DATE NO � � � � - 0- �1--` � ' � � � ' ` � � � �� ' "_°`�' I � 1 EXITS R�EQUIRED I � I � � � I Q � � � , / , / 2, 672 , SQ. FT. � � , � i � , . � ) . . . . �I ` ° � \ � � � � � � � � OLF ' `7�-AlS � ' � � � � � p � � �� ,��,,, �^� I � 36'� DOORS � � � PROGRESS SET 02FEB07 1 � � _� � � I � • i � � � ' ' , � o OL� 382�,OCC. � ` �/ � — — � � p — — — ; ° I I I I \ DESIGN DEVELOPMENT 20JUN07 2 I � I : � � ROUP M 59 � �� ,EXi_� �REQ�II �E� � � ❑ � J �� 1 L_ �. � � � GRADING & EXCAVATION PERMIT 01JUL07 3 � I I . � I , 316 SQ. FT. � � � 9 \ i �3 ��p(3F� � � �� \ � � � � � CD / PERMIT 26SEP07 4 ' ' °°°°°� LF = 60 GSF OCC � � ' ` � ° \ , � a I : � � \ � , ' ` , ' ` � � ` � ; , � � — —. TOV RESPONSE 11 FE608 5 � d � m: . — / � , I � • � . , �L - 22 OCC. � � GROUP M - � � iI ❑ ❑ � � � ��EQ , 36-S�FT. �,�„¢ "o i i , - — CONSTRUCTION DOCUMENTS 08AUG08 6 , I � ' I �� . � „ 3 HR FRR FLOOR � GROUP M OLF = 60 GSF/OCC. � - - ` I . '' D �- 30 � 6 DOOR 1 , 314 SQ. FT. � gg � � � \ � � ; � I � ❑ �� • 97 / TOV UPDATE OSFEB09 7 ' ' XIT P S ��qY � _ � � � 1 , 611 SQ. FT. OL = 28 OCC. ' . • I • \ TOV UPDATE #2 17APR09 8 1 � - - - - - - - - - - V � � { � v OLF - 60 GSF/OCC. � � , � . � � ' � _� _ � __ � y R� ; y 7 � �� OL = 22 OCC. i � �. � �� OLF = 60 GSF/OCC. ( 1 ) EXIT REQUIRED � v � - � � �' � � • D � ° ' (1 ) EXIT REQUIRED � OL = 27 OCC. 36 " DOOR 74 X NR r '"°"°"" �� 45� � �� .�, '� � u'� I Q �- .� 36 " DOOR \ ( 1 )„ EXIT REQUIRED ' �_`P � � �, ,% � p � � � � 36 DOOR � � f, � I I �� I _ _ _ _ I � � � '� � ° 0 � � � .�.m Z7 R� � � � /� �, � � , 22 � � � � �° / � � u,� .p � � GROUP M /� � � 2, 2�9PSQ. FT. � � �'c" ,� / 3, 575 SQ. FT. � � 1864 SQ. FT. � � mg � OLF = 60 GSF/OCC. � ' o � OLF = 60 GSF/OCC. � � � > v� � � � OLF = 200 .� OL = 60 OCC. 22 28 OL = 38 OCC. J � OL = 10 '%� I � (1 )„ EXIT REQUIRED ( 1 ) EXIT REQUIRED ' � � � C O( 9 1 EXIT REQUIRED � � 36 DOOR 229 � 36 " DOOR D � i / � � � q{ 36 " STAIR I I � � �� _ � • / �P �O uN�r ,o, I � � 69 STAIR ( MAX) �„� Uj STEP PJ UPPER � , .. � , r _ o � _ _ � _ � . �� - R i •,� cPT-s�� 9" � i � 30 38 � � �" � �/C 2025 V,` � � �� o , � � ° Fi� �,� ,� �z � o � p ,�� SEp A G � I � °"��°" � GROUP M � `� , GROUP M � 1 , 431 SQ. FT. � 2, 291 SQ. FT. I I OLF = 60 GSF/OCC. � OLF = 60 GSF/OCC. U N I T 101 � ° � ° OL = 24 OCC. 24 � � ( 1 ) EXIT REQUIRED � OL = 39 OCC. � 0 �� 36" EDOOR EQUIRED � E c Ll�� UPPER I � �r,m, � 3s � ooR � � � � � ia9 � �� I GROUP M .� , � � - - - � 1 , 819 SQ. FT. � 229 � OLF = 60 GSF/OCC. s � U OL = 31 OCC. � � w (1 )� EXIT REQUIRED 16 j � � J 36 DOOR ti � � � ^ �y� �� ` / v ! � L.L � 15 ° 9 STAIR � � � � L� w ' p � . . _ . . / 0 � � � Z � o �aar rt0 � � �� - . � 11 12 13 14 15 16 17 18 19 20 1 . � � � � � � � � ' • - � Archit ts — — _ _ - _ _ - -- -= LEVEL 3 _ _ _ _ - _ _ _ _ _ __ - - _ _ _ � ( 8192 . 34 ) 127 �_ � �� - - - - _ _ - - - - - _ - - 2301 BLAKE ST , STE #100 - _ - _ - - _ - - - ,� ` /� ' n /� DENVER, COLORADO 80205 RETAIL � � � � _ - - ' — — _ _ _ - — __ I _ V V ' V ' �f � OA � I NG � OCK 303 861 8555 F 303 861 3027 2�6 _ � - � LOUNGE � _ � � _ _ ;,W � ' � � , gpq ( 8185 . 67 ) 120 � - 4 �� 0225 MAIN STREET UNIT C101 - _ 214 _ _ = ESID2 LO G _ 2 � ` o a = , 228 I EDWARDS , COLORADO 81632 _ - � _ - , _ � _ 0 _ ,, _ 970 926 8960 F 970 926 8961 — — � - ' - - _ - LEVEL 2 � _ � _ _ _ _ _ _ _ , i i i i i � i � � i i 114 ' - 0 " � � � � �i � � � i ( 8179 . 34 ) � � I i i i � � SECTION LOOKING NORTH 1 /4 = 1 -0 Engineering, Inc. 5420 WARD ROAD , SUITE ZOO /� RVADA, C� $��2-1838 Puor�� 303 �I 22 �� 00 F,sx 303 422 7900 ISSUE/REVISION DATE NO PROGRESS SET 02FEB07 1 DESIGN DEVELOPMENT 20JUN07 2 � TOV RESPONSE 17DEC07 3 ` NOTE: SECTIONS DENOTE LOCATION AND TOV FOUNDATION SET 05FE608 6 INTERCONNECTION OF 3 - HR FRR FLOORS AND 3- HR FRR WALLS ONLY. TOV RESPONSE 11FE608 7 CONSTRUCTION DOCUMENTS 07MAR08 8 CONSTRUCTION DOCUMENTS 08AUG08 9 TOV UPDATE 05FE609 10 TOV UPDATE 28SEP09 11 � W V � J - � � � � ti � • � w 0 � Z � � � � w O _ � O A o � B C D E F GH � Q J K L M N P Q . Q �- � � � � � .J z o w Y � J Q. a � � � � � � � � � o 0 0 0 ' (� � U � � � _ � � ~ °' J N � — — — — _ _ _ _ _ _ LEVEL 3 ~ — � � � Q — � Z 1 � � � \ \. I � I i I — i — — i — — — ( 8191 . 34 ) 12 � . _ � .. � � � - "' � - z Q ,� � — _ _ _ _ _ _ _ LOADING DOCK � J � 3 - - - - - - - - - - - -' -°• FIRESI E LOUNGE BAR / EATING OUTSIDE � n O w o = � � LAUIVDR2 $TORAGE � I \ 216 � 12 � I � ( 8185 . 67 ) � 20 - 4 N � ^ VJ oN - — _ — — — - - - - - - _ � LEVEL 2 N ARR�NG BAY- 7 i i — — — 1 14i _ On N � _ � 143 � i i � i i - i - � ( 8179 . 34 ) ovai _ i i i i � � � , � � w � � KEYPLAN l.� �J o � SECTION LOOKING EAST oF co�°;�3 .� �`J n _ r_ a � 2 1 /4 - 1 0 P'�� Jo FIRE RATING KEY � � � � �a � U � ^w �,.�-. � 25 � � � N �i� 7 � � X o � ■ � ■ � ONE HOUR RATED WALL � � a n l/C, � �C� o � � ■ ■ � TWO HOUR RATED WALL � � - � � � �SED AR ��` � D � ?�-y � � Z �, � ■ ■ ■ � THREE HOUR RATED WALL OA 20 MINUTE RATED DOOR � � � � u � ��- _ � � J � � N y � BO 45 MINUTE RATED DOOR � � SECOND LEVEL LIFE � s oN � a OC 60 MINUTE RATED DOOR SAFETY SECTIONS 0 0 DO 90 MINUTE RATED DOOR U N � 3 " � OE 3 HOUR DOOR �'o PLOTTED 2 / 11 / 08 � CHK'D BY Dave Leiker, P E ° cn NR NON RATED DOOR v�� 0 � � COPYRIGHT 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS O � � � SHEET NUMBER •� L U � Q v�i Z X 11 � ■ � N D . P .A. PROJECT # RE� �E��p06232 . 00 � � � X � Y - _ _ SA�EBuilt Colorado C �24-a- � � , � � �j�n '7/��rlT/,��n� . _ � ' �/ ////// // // ////// / 1 2 3 ////// // /// , //////� �/� 8 7 8 9 70 H 72 13 14 75 16 1 78 19 27 2i 28 • , ��G � � � �� . G� /�//�//�j/�j ///// /� �/ /�//�/ /� //� / //// %�%��. � �:•,••,••,•• •• �• • �,• �,� ° ` ° GROUP R-2 GROUP R-2 ' ` ii�ii�iiiii i �ii�i�iii . � o � `� i,�i,iiiii �ii�i� �ii �ia � ; M SEE SHEET A2.21 OR WALL ALGNMENT REQUIRED TO 930 SF 1 �23 SF '' '' �� 1 a ACCESS TO PUBLIC AY. ACCOMO ATE FlRE � GROUP R-2 I I �','::�:::: :':;:::',:� � � ' �iiiiii �ii�i��ii�ii �ii �i' SPRINKL R/PUMP EQUIPMENT. I I I I I I I OLF = 200 �GSF�OCC. � OL� = 200 GSF�OCC. I I 1 ,735 SF � I I ( / I I . — — — �iii�s.iGt�.! /1i1.'1/iiL — — — — — — — — — — — — — — — — — — — OL = �J �C. . �L = 8 �C.�.. — — — — — — I � �_p{��_ ��Q__ ( 1 EXIT REQUIRED OLF = 200 GSF C i i K �s s� . �� 6"-BAA 6 DOOR � Ot ° 1��-�REQUIRE � ^ — — — — _ A i U N I T 3 3 / - = 3 � 2 36" DOOR � � ° ` ° / 2301 BLAKE ST STE #100 ' \ / � , f- � \ NIT 310 DENVER, COLORADO 80205 I I / > I I I I I I � � I I I / I � v � I � � � I � � � �� s � � � � �� ° "`"""' ° j - 7 A � UN � T 31 '� �� GROUP R- 2 303 861 8555 F 303 861 3027 0 �� \ � � � � � � - _ _ , � i � _�� }� � SSIB� LE� \ �� z,s�a sF � ,� moix �� % � � A / v v — � — — — — V � f _ _ _ _ _ _ _ � • v\ � ,,,,�.�u,� � �� , / �L — � �J OC�:. F��CC. I LOADING DOCK � � � �� / L EDWARDS CO ORADO 81632 � ,9 .975 SF � � � � � � r - � �� r / �CPT=67 I 970 926 8960 F 970 926 8961 C - - - ` OLF = 300 GSF/OCC. ' � , _ _ � ' '�' � � �o o � "�' � � , �, / � ``� �, � ,.�,�_-_�_— � ' 36" DOOR EQ'--,�. � � I o�wr�ao� re� /� va +o / � � � I � mx � aren e�+� � � �mnoona / \ �( �/ i �j� � i v � � \ / I / I I / </ � 1 �Eaxou� m m � y \ \ � � � � a�aro � / � I ' � � ( ' � OL i 34 �OCC � I � / � j ' � I , ' � ° � � �I � I � � °� I � �--,'! ' � � � o � �,V� I � , � I I �,o ,� i � � i I '� � I I � i � � � \ ..4� I1 r< < � � �, a�,.� ��e ! � I / v PoaM I � \� O „ - - --- - - - - cPr=s3 �--I� , � _ � � I � \\� � I u�» , _ � , � � � SEE LANDSCAPE PLAN SHEET I (2) EXITS REQUIRED � / � � � ' �u �j � °- � � � � I � � � , � I (o J � J � � 3,.n \. `� i � i I � �+ � � � � � I I— L I �* I ' I " O � I / � � 36 \DOORS � � � I - � ' � i N ' ' ' �� jl I � , _ L , ,; , '3' �r 82 , � � �, � , � ' "°" � o ,\ � / , L1 00 FOR ACCESS TO li � � I � � � V / � �� _ � �� i� � � � � � � • � � �n n � Ci�T°86 � `C�� ..a ,. � � �� aio� � � I � �1 �i i �� 1 I o�wc 1m � � i/� � /� ` ' � PUBLIC WAY. 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' I � I I OLF - 50 NSF�OCC. i � — - -- - - - - � w a � A � / �I P � �'-' °__ �-�� --� � _ - � i - -- � � , , , �. � a �,o „ ` ' , �� .� I ,c ,. , I � � � � � - � � � a Q I � � ` � � "�\ ...., �� j . �'�� ,� �' ✓ �� I I � �� $ �CC. - - Z� _ — _ _ —_ _ — � _ � � r —TrT i i I . o � FACP , j `— �Y�i T1fiT-r� � l� G � �' J I � � � �,oa `� �, ,;.� " V`�/ � � / G� � / \I I OL 15 OCC. 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GR UP R-2 . �� i i 2 553 SF � � , � � ° / N ��3 � � � � � u °, o ° 0 = 200 GSF 0 C. � � ,,,,,� / ° � OLF = 200 GSF OCC. � � ❑ FIRE COMMAND CENTER OL = 13 OCC. �� GR � UP R-2 � / o � 0 = 13 OCC. , , � U N IT 303 '�"°°"' '�' O IXIT REQUIRED MAIN FACP � � '� " / � � �� M 36 DOIOR EQUIR D r � J � ° / OL�5 200 GSF/ CC. � m T� 3 DOOR SMO E CONTROL PANEL � � R 3,0 3 SF EMEI�. 61EE�COMM- PRNE � 5-�� R I �`�' � '= p I I o Do NIT 304 I I I DEDI�ATED PHONE FOR VFESI I I I I I O I � � � ), � I (2) I EXff REQUIRED I S OLF1 200� GSF/OCC. � uTM 0 I NO ORN STROBE Q �°°� m�� G OUlrf�� - (2) � IT REQUIRED - 4 _ ° ° � ��92g gF ��r � s � / 36" DOOR � � � , �_ � � ,. p� = 1000 CSF/OCC. 2 905PSF-2 � / I � � � I � � ""�'�� I � I- = I I I I I I I I I I I I / � ' I � I I I I �•� I 4 _ � '° ( 1 ) DCIT REQUIRED OLF = 200 GS /OCC. '�'° ; / � ,z � � , � , , , � 3 " DOOR OL = 15 OCC o � - - - - - - J T / , '� " � (2) EXIT REQUI ED ' ,', / r Q , � I � �� / � I I I I I I I I I I I I I 36 DOOR I I / I I I I f w U .�, �... UNIT 302 / � J � � 12 T-� ' 3� G OUP R-2 / — _I 1 � � ° �,� ' 1 , 85 SF ; � � � �� ,�� , 0 F = 200 GSF/OC � _ I _ I _ I _ I _ I _ _ I _ I I I I I _ I _ _ I _ I _ I _ I _ I_ I � � u, � � I �� ,� _ — � L�J � - 9 -REQtftREB-- � • �..�.� � 1 �'�°' 3 ° DQOR , � � 9 _ _ � 0 � Z v � — o .�. �@ , � �A ��, – – – � — — — — — — — — — / — — — — — 1..1.. � � -�� , , - � � � ❑ ❑ " � � B� ' � DOOR �REMOVED I I I I I I I I I I I I I � I I I I I I � W O � � _ � � � � � 0 � � � I � � � � ' �, ,. ' � � I— - � � � � ' I ,o, �, ' ' ' ' I I I I I I I I I I I I I � I I I I I I I � � I � , p ' � / J � O W ��, — . . � � � � O � `�` � J � t � U — � �r ��nr E� w f � Knc� — — — — — _ — — — / / — — — — — — O � O O /'\ � N — � I I — � b' � � � 10 � � — � � — � � — � � � � � � � � � — � — — � — � � — � � V � � - — � — — � — — — —� � � SECTION 704. 8. 1 & TABLE 704. 8 � � �� ,� „ _ .. � ° FIRE SEPARATION UNPROTECTED 1 � � �� / J � � DISTANCE (FSD) OPENINGS I uTM �° ,u„H,�„� ' �. / LL Q — � � ,s � „ � � � i UNIT 301 i � � i i � � � � �- � � � i i i i i � � � � Z 5'� 1 " „ TO 1 O' , ?5 •°Z �� O t T=62' 7' � � � / � GROUP R-Z � 10�- 1 �� TO 15 � 45% � � � �„ , ,,,,,, 1 ,858 SF � Z J �' 15 - 1 TO 20 75� � .� '� � ° OLF = 200 GSF/ CC. / � O � 20'- 1 " OR MORE 100% m o OL = 10 OCC. , , , � � , � � � � � � � � i i � � � � z _ — — g - - - - - - - ,� 1 IXIT REQUIRE � � —� —7— /�— � � � � �- -7— � -T— � �- � Y r r /� a `�' "'� 36" DOOR � � N v , � � / , - � N � - ,1, I � I I I I I I I � - - � I I I I I I I I I I I I I I I � — — ��J — — — � J �� — — � — _ — — — — — — — — — — — — — — — — — KEYPLAN J � Q — � � O 1 2 6 7 B 9 70 11 12 73 14 15 18 17 18 19 21 4 2 2B �� O � � O� \ '� 9 `- c¢n w ,`�' �9� 1, � J � 'l�Ei`J O J — � _ _ �- r� � � 0o SYMBOLS FIRE RATING KEY �'� � � � � �'` J "' ��SFD G�`�� Ir � � � Oq � �� KNOX (KEY) BOX MOUNTED 5 FEEf AFF � � � � � ONE HOUR RATED WALL A R a� 0 o NOTE: NOTE: FACP FlRE ALARM CONTROL PANEL WITH FULL � � �.'�� /� �� v' � ■ ■ � TWO HOUR RATED WALL � ,� Q i - R E F E R T O 0 1 /2 5/0 8 S A F E B U I L T I N C . C O M M E N T S FEB 5 2009 TOV UPDATE HAS BEEN UPDATED TO DOORS: RESEf CAPABIUTIES CURRENT ARCHITECTURAL BACKGROUNDS. ALL DOORS HAVE A 36" NOMINAL/32" CLEAR WIDTH °oi S I G N I F I C A N T C H A N G E S A R E C L O U D E D A N D I N D I C A T E D ( 213 OCC. CAPACITY) ANN FlRE ALARM ANNUNCIATOR WITH FULL � " ' � THREE HOUR RATED WALL J � , WITH � UNLESS OTHERWISE NOTED. � RESEf CAPABILITIES THIRD LEVEL OVERALL ��i STAIRS: O 20 MINUTE RATED DOOR � '� ALL STAIRS HAVE A MINIMUM 44" EGRESS WIDTH . � FLUSH-MOUNTED STAND PIPE FDC; LIFE SAFETY PLAN JN AREA OF REFUGE NOT REQUIRED ( EXC. 3/SEC. 1007 . 3) SP (2) 2- 1 /2" OUTLEfS OB 45 MINUTE RATED DOOR i ( TYPICAL 220 OCC. CAPACITY) 3 UNLESS OTHERWISE NOTED. � FLUSH-MOUNTED SPRINKLER SYSTEM FDC; CO 60 MINUTE RATED DOOR �� qS (2� 2- 1 �2" OUTLETS PLOTTED 2 / 11 / 08 � J 'o OD 90 MINUTE RATED DOOR � Xcn° TEST (4� 2- 1 �2" OUTLET FlRE PUMP TEST CHK'D BY Dave Leiker, P E � HEADER OE 3 HOUR DOOR mCOPYRIGHT2006BYDAVISPARTNERSHIPPC , ARCHITECTS � o � o X � NR NON RATED DOOR SHEET NUMBER x � Ct . N ^ Q TH I RD LEVEL OVERALL LI FE SAFETY PLAN . Z ° � � 1 / 16" = 1 '-0" E� IFEfiIED B ' �Q � D . P .A. PROJECT #� 06232 . 00 � U � � � � X o Y � Lr��OO �AFE�u'�� Colorad� � UNIT415 ' GROUP R-2 � 1 ,873 SF � . - � Archit tS OLF = 200 GSF/OCC UNIT 414 UNIT 412 UNIT 411 UNIT 410 OL = 10 OCC. �— - - - - u� R=z— - - l-�N I � �� 3-— - - - - - RAk�P-R-� - GRAUP -R 2 - - GBOU� R- 36" DOOR � 81 SF GROUP R-2 C� � C� = 2,943 SF 1 ,850 SF 1 ,830 SF � _ - 0 = 200 GSF/OCC. 2,g47 SF OLF = 200 GSF/OCC. OLF = 200 GSF/OCC OLF = 200 GSF/OCC. I i o � � � = 10 OCC. � � OL = 15 OCC. OL = 10 OCC. OL = 10 OCC. OLF = 200 GSF/OCC. � ( I „ EXIT REQUIRED OL = 15 OCC. � , � (2) IXITS REQUIRED ( 1 ) EXff REQUIRED 3fi OIOR EQUIRED �� 3 DOOR (2) EXITS REQUIRED ❑ ' � ❑ 36" DOORS 36" DOOR ^ � 4 V NIT 409 I ' - - - I I - ` - - CP7�ss' � � � � 36" DOORS i i 2301 BLAKE ST , STE #100 L _ _ � � � � O II 0 " - � � o � � u � r - - l \�° O \ • � 3 090PSF_2 I � o � i i , o , /� �� , � DENVER, COLORADO 80205 �jr � � � a o ° � « � o , OLF = 200 SF�OCC. 303 861 8555 F 303 861 3027 UNIT 416 � - � 0 � � ° i ° �� ' � o� _ � s oc�. � ^ ,� I I � 83� I I 83 I � �� T� 2 GROUP R-2 � � > Q � `�' � I� r"� � � � � � \� � � 0225 MAIN STREET UNIT C101 � �' - , , rorn i . G%� � i (2) D(ITS REQUIRED 2 ,673 SF � o � � � � � � � � � o � ; - - � � � i � ❑ o � ' U � � � ;��.1��.i � � 6•• DOORS � EDWARDS� COLORADO 81632 � i � I 970 926 8960 F 970 926 8961 OLF = 200 GSF/OCC. i � ' � � � " � - �, - � �� ❑ ❑ Q - � � ° � ❑ ❑ C _ . - � � o � / , i ' OL = 14 OCC. � � � � � \ / i � � � � °' i � � %�� i� \ � � 'll r — — � 1 � l�� -��] �o, - - - - - -, i � I � � � � , �� (2) EXITS REQUIRED � � _ J � o � i _ � � � i � ,�, o p� . i � , _ � ' � i c�� b � i i � �/ 0� . �i i L i � � � � ' Q � _ � , 36 DOORS � � i _ � - 4� 4 � ,� � i � � � �� ° � as' ca1 45' i �` � n ► I � ca s � � \ ) ��` � �� T-87 � � � � � ',.T' � � � � � 41-E! � � � LL�1 � �� . �� i i � ❑ �j � --� � 8 L � i � > �, � � �� o i - �� 0 � — D � — � I- - � NR i � - � / • �� . � /y� � � � i � '`� � i / � � �� /`�, _ �� ' � , � � � - - - � � � i _ - - —= - � � � <�� \ - � - - , , i �✓ �� , , � , � I❑ � i � � �. � , � � i _ i ��. . �� .��% i � I � / a � o , i � � Tor,� � i i i — 9� � , � , � , � , � �, C�' ,, _ , � � m � � 'I �f�� i � i �� ,� •f �� ° o �I ❑�' � � - � �� I � - - o (�' � , � � / � . � i \ / �/' \ I CPT=7 - � - - i � � /� �j � I 1 1 U / � 1 I - D � o � I / � _� \ � - ❑ � '� i � D I , i � .r� , ., 0 /� � I < E�.� � � A � � � � � � �� — — - — — � ° � � `�'�J � — — — - <� � � � ' � � � � � / � � � � . � Q 9' � kl � ; ° � � � ' � 7 \ � / � � � � � � � a ' _ � � � � � �� I � �� 9 / e I 10 , .._.. .o. , / I � � � � � �� \ � � � � � � � o o B � I� � � i I o o � � �X�� - V �� , � �� ,.,c, ]� '�!�� - � � - �� I � � I�I - - - � � � � � 0 7a_ � > - — � �1 � L�J — �l — � /� � � .� , � � �� - �- ,� ��' A A � � ,p ��3 �F q 27'-5�• 4 �� , Ip 27'-3�. A 1391 SF ` A a � '�� o � ❑ ❑ f� I - - A J�% � � � � LA OL - 7 �� I � , - � � o� � � , � o ' - _ - - - ' ' �tl "' - �`,�o I ' � ° � �` � � I�' � � - � ` � � � , , , _ � � s $ � ' - �' � � - � ' � �` � ' o � � ` 6 Engineering , Inc. — ❑ � / / � _ � I III 39• � \ a - - ❑ � / ❑ � � � 1 \ � C� 1 _ .�,a-.,.-. ,� 5420 WnRO ROAD SUITE 2�� TOTAL � � � I i � 35 � U N IT 417 � ' � � u � ' � � � � � a " � , � � TOTAL � I �° , � A RVADA, co s0002-1838 � �`'��- - - � _• , � _ � � , - � �� . - � PHO►vE 303 4227400 , o � ' Fnx 303.422 7900 GROUP R-2 ' �l � � � �/ � � � � / � � \ �9 s^ , � q ' ❑ ' a � � � � I �2,759 SF — � - I IB3, � i , I �TO AL � � �r � i o i � � LF = 200 GSF/OCC. j � / �l � I L / � � r � � i � i / � - � � � � �QTAL I 1 0 i � �L = 14 OCC. o � � � � � � 7 A, � � � i ❑ ❑ � \ $ � 1 ISSUE/REVISION DATE NO (�) EXITS REQUIRED � i � � - - I / . ,� / ° � � \ � 4 � r - A ' \ \ r - - - - - - J � � 3 " DOORS �'�- - - - - ; - - - - - - - -� �r i ° ° - - _ � � i , -_ � - � ° PROGRESS SET 02FEB07 1 � � CPT=64 � ! � 8 � � � -Ur- I � � L�7 Ch � 2a' A 87rA � � / � �� / / — ' � � � _ � � 50 TOTAL — — — ' — — J \ UNI 4O8 DESIGN DEVELOPMENT 20JUN07 2 � � i � i � �6' ��g�' � , � � I i _ \ i ' _ _ _ _ � CPT=72' GRADING & EXCAVATION PERMIT 01JUL07 3 I � � � i I � / � C� ✓ � i TOTAL � � � ;, [� GROUP i -2 CD / PERMIT 26SEP07 4 � ' � \ / � . � � 2,422 �SF 1 �) -I-T- o � q { � � � _ _ � (,� _ �J cPT=sa � _ _ q � OLF = 200 GSF�OCC. TOV RESPONSE 17DEC07 5 �- �� ' � - , o � � � � �' I � � LJ � 30' 2" a � I� /zr � a i � � i i i � TOTAL � � i�T-\n TOV FOUNDATION SET OSFE608 6 l - - TOTAL 1 4 L _ , � � � rn m I � I i . � I � I o ' OL =/ 13 OCC. � D , D / � c� si .s' . i i�i \ / u i �T: I � \ ' ' ' ' � __ (2� ITS REQUIRED TOV RESPONSE 11FEB08 7 � _ _ � cPT=sB � � p �� 3 6 D O O R S C O N S T R U C T I O N D O C U M E N T S 0 7 M A R 0 8 8 I UNIT 402 � i � i � o \ / o � _ _ _ _ 1 � � \ I � o � l CONSTRUCTION DOCUMENTS 08AUG08 9 � i � - - - - - - . i TYPE A � � i � o � — - � ACCESSIBLE ! � `� - - - - ^ � _ ' ° � o 0 0 � � J � q �> � T V UPDATE 05FE609 10 I n - - - - i � , TOV UPDATE 28SEP09 11 i / � GROUP R-2 I ' � _ _ _ _ Ts° ` % _ � _ _ _ _ _ UNIT404 U N I T 4 0 5 - - - - - � � � TOTAL , 3,052 SF � �' GROUP R-2 ° � J I r - - OLF = 200 GSF/OCC. � � � 2, 681 SF GROUP R-2 � CPT-ss� o� _ � s occ. _ i � U NIT 403 OLF = 200 GSF/OCC. 2,s8o sF U N IT 406 � ; � o � � (2) EXITS REQUIRED � � / ��. GROUP R-2 OL = 14 OCC. OLF = 200 GSF/OCC. GROUP R-2 � �i U N IT 407 � 36" DOORS / / TOTAL 3,075 SF (2) EXITS REQUIRED OL = 14 OCC 2,922 SF � / GROUP R-2 � � 2 EXITS REQUIRED _ �� OLF - 200 GSF OCC. � ) OLF - 200 GSF OCC. o ❑ _ � _ o o � 36 DOORS OL = 15 OCC. / ❑ ❑ � � OL = 16 OCC. 36" DOORS � /�� 2,925 SF / I (2) EXITS REQUIRED � � p�-� OLF = 20o%sF/occ. � � � � (2) DCITS REQUIRED �T� � � 36" DOORS 36" DOORS � / I—I OL = 15� OCC. � / � r _ � � � ( ) EX TS REQUIRED 1 2 36 OORS I � � p � � o y d— I I 1 � C� � � a o � I / � o � � � I / . / � / / � � / / � � � I . - / / � / � � . � � - � ' � / � - - - ' i ' 0 UNIT401 �, � , JI �' '" I , TOTAL � � GROUP R-2 i / � �I I � 3,883 SF / n- � OLF = 200 GSF/OCC. / w v �1 i � o OL = 20 OCC. � ° (2) EXITS REQUIRED � 36 DOORS � � � � o / � I , . . . _ . . / .. � � � � i � ' W � B . : ' c� � o. � i � p z � - � � i • • / � � � . . � , i � � � oo � I ' ' � W �z• r� p • ' / � O O / � Q ` 1 ❑ ❑ or q 10 � o � � ' � Q T � � � / - � I- � - , _ , Q � � , z SECTION 704. 8. 1 & TABLE 704. 8 � � / J O O W "` � J � . � FIRE SEPARATION UNPROTECTED I � �so• 1 � � / � O O DISTANCE ( FSD) OPENINGS � � � ♦ 1 � o � " � � � `� 5'- 1 " TO 10' 25� � ' _ .. � � 10�- 1 �� TO 15� 45� � � o � � � � � ,J �v 15 - 1 TO 20 75� I � � ' / � � � (n c� 20'- 1 " OR MORE 100� - - - - - - - - I — � / � � �1 / � 0 � � � p� i E Z 1 - _ � � / � � � 1 � � � `� O � _ _ _ _ - - - N � Q _ _ - - - - — N � - - w � �J Z � J J � Q � PLAN Q w O � Li! �` ` a'1� N � � F � � ,,�. 0 � � r � ° /�Q' �O J ,l c� ST § � � = T � � � � �� o ° 20 5 � �' � � o � � o ° FIRE RATING KEY ��'F�, � ° ��' � a � �q � J SFD AR �� 2 � � v NOTE: : � ■ � ■ � ONE HOUR RATED WALL � Y /- � .. o �' Qi - REFER TO 01 /25/08 SAFEBUILT INC. COMMENTS NOTE � �,r,a � w� ,l �, DOORS: FEB 5 2009 TOV UPDATE HAS BEEN UPDATED TO � ■ ■ � TWO HOUR RATED WALL o � ALL DOORS HAVE A 36 " NOMINAL/32" CLEAR WIDTH CURRENT ARCHITECTURAL BACKGROUNDS. SIGNIFICANT CHANGES ARE CLOUDED AND INDICATED � . . . � TMREE HOUR RATED WALL ° � ( 213 OCC. CAPACITY) � N � UNLESS OTHERWISE NOTED. '"�" FOURTH LEVEL OVERALL �� % STAIRS: OA 20 MINUTE RATED DOOR o '� ALL STAIRS HAVE A MINIMUM 44" EGRESS WIDTH . LI FE SAFETY PLAN J N AREA OF REFUGE NOT REQUIRED (EXC. 3/SEC. 1007. 3) OB 45 MINUTE RATED DOOR � ( TYPICAL 220 OCC. CAPACITY) ^o UNLESS OTHERWISE NOTED. cO 60 MINUTE RATED DOOR � �n PLOTTED 2 / 11 / 08 O 90 MINUTE RATED DOOR CHK'D BY Dave Leiker, P E ` J d � � X N X � O OE 3 HOUR DOOR � COPYRIGHT 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS �, O � X ° SHEET NUMBER x m NR NON RATED DOOR , a � z FOURTH LEVEL OVERALL LIFE SAFETY PLAN , ; � � z ?�, �, � 1 / 16" = 1 '-0" D . P .A. PROJECT #l�iE�/ IE��D N U � �6232 . 00 w (n N � � � � ` �� X � Y �aF��uil� Colarad� I � � i / � ' . - � Archit ts UNIT 613 GROUP R-2 UNIT 612 UNIT 611 UNIT 610 UNIT 608 � — — — — — — — 1 , 1 �F — GROUP R-2 GROUP R-2 — — — — — — — — �ROUP � R=2— — — — — — — — — — — ��—� — — — — — — — — OLF = 200 GSF/OCC. 1 ,830 SF 3,017 SF � � � � � � 3,013 SF 1 ,831 SF UNIT 614 � OL = 10 OCC OLF = 200 GSF/OCC. OLF = 200 GSF/OCC _ OLF = 200 GSF/OCC OLF = 200 GSF/OCC. � r — — — — � OL = 10 OCC. i � GROUP R—�2 0 ( 1 ) EXIT REQUIRED OL = 10 OCC. OL = 15 OCC. � , �� , , ,oa OL = 15 OCC. UNIT 609 / 2301 BLAKE ST , STE #100 36" DOOR ( 1 ) IXIT REQUIRED (2) IXITS REQUIRED °�� " � _ • � � ° ° (2) EXITS REQUIRED ( 1 ) IXIT REQUIRED � � � DENVER, COLORAD080205 �� 36 DOOR 36 DOORS �'T'. �,� °0 36 DOORS GROUP R-2 � 2,529 SF � - � l A � � � „ 3fi DOOR ,� , �� 303 861 8555 F 303 861 3027 o� = zo csF/occ. ' . � o ' ' � s5o sF � �� . � U N I1� 607 I CPT 84 0225 MAIN STREET UNIT C101 �� . � J � �su� s a � en�e �m�it�s� ' � � � � , o � i ,,, , / r — - � a � � � � � i ,,,� C� �] „�, i� � °�� OLF = 200 GSF�OCC. � � ',� � - - - , \ � �'�`�� LOVI� ER EDWARDS , COLORAD081632 (2) DCITS REQUIRED � - - �`� � I � `� ` \ - � mn� moa � 0� � � O OI��I. / I �/"i� '� „�� ,� \ � � .,,,,a, � � � � � �i � i � \�_,,�_ _ 56, 970 926 8960 F 970 926 8961 36 DOORS , ��-, �_ � �� \`� �� ,�„ o ,� o ( 1 ) IXIT REQUIRED � � / ❑ .�,�, `�' �,l/� C ' w � � er � � � � � ivaia sn ic � � �e�oEr � � � � �eroi ( �m^oaa � � V`�--/� LJ � �� I � e1�r wnceu eu �o a�w�noaw � e11 \ 1 :e5� a . www�r wur� e�� r i a�swr�oax \ — em �\ /� �r � ` / � �� I � � ena xu�'w�r /� smnoor jQ n p eoei ( / � r— � nau ��moxf mts e11� CPT=57� I Is�� ' Q Q 0 �.7V DOOI� � �I ' � �' J \��/ � /�p ' 1p p n i eioia em�e �mn°°�t emi� emai � VROVr 1\�L �I ean � roxoFRr Pon�u� e�ois I p ` � � \ I Y �_ Y — � � � � � �� en m eio� L� � � � � T 6 �� Z (� �`[' �� c�r I uix � � um " e? CPT=57, u I � I ' / \ u91 � \� \ c�r � \ �1�0�7o Jr I I - �� eun •a euu e�r � nnEr enm o enn � e�o�e ❑ � e � � � — � i .,, ,o a,�m i o � �� r�� ' � � � ❑ ❑ � o , �, � � � ; �. ,e `, � �. ,. \ OLF = � 200 GSF/OCC. m � enm c�r emaa eioa � � � � � / � k � � I -r � � 1 I � ❑ � � � � r u� � _ _ _ _ _ � e�, Q � _ � ° � e„m � wp � ' � �. / \ _ _ _ _ _ � � � i � < � / "�� \� OL - 16 OCC. I um enu � ° ena i � � � e�on �° ,� � / V I � � � �m�oar� V ew � V I � � _ , � � i � � � i � i � � r � � �.. i �� i � � i �„' (� ; 2 DCI S REQUIRED .,,e IIII IIII . ('r�. �� ^'19P � � eun � _ J � �T�B� � � ,m�i v� iwaw�r xulw�r a�m � � � em � � r�T 82� ewio � � J II II I �� \l c �\ � � � � p[� � � � � o � e�oix ' x�uw�r °�°FT �] raaer iu+raulx �--i� /�{� / � /� eorix � � � 36� ��RJ "_� � T�T ea�s eixm i enr s�� eva waru c j' `( �� )JJ ^�'' �i� /� ` ' I oMro�mw� I � 0 � �mEI `\ / emm �� _-y# ' �isuc �� ryr� ++ _ - � � eun � �� II�II � erzn � � � � � �� raer � enm � � � � � � � �� ew ) �� Ymv � � � {r7 n) _ _ � �� sWn 9 � � W6w� TRau1 � — — � I� ' 3s . - � ��r,i�ao� l � � �� a ix �r ena � � amn sm �o M � o iL � � ♦• �rw�l ��,� / �w� -y � � eizi2 eia �o eiin emis � eroiz � ��u�s �i � �/ Q �_F�.�, � I CPT 87 � /'� � � �mm � � � � ' � �{ � eurz � evm � / � R emnt �ra m � � / narr � o� /"1 \ � "z` I � u...�.v�ll � r 0.� e � � a�i � � � "' enm f — � � � � sion � I ' � �� eae� � / wi� � �.s � C � � �o e�� /� I ��-� ewd. � �x enu // m enu � � � � � � � ewii � � eism ' � ✓ � ' � uM� ew �o � � � 29� � � � � eais � � eorm � � � � A / �f I � � � _ - .. � . I �e�1zn� � TOTAL i OT� II/ I ec�` 1 � ' M � ^ �.� �'i � � ' � �,� �` .� �� „s � � � � ° ; — - - � � � i i � � � - _ � , � � c, �,1 w�l f � � � � � �mii �o.: m,a � � \ \ I — . 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I L � „ � � 14 \ � �a � �� r � � �. _ � � GRADING & EXCAVATION PERMIT 01JUL07 3 ' r„ � oirr��o� I L _ � � � : � � � � � 7�� I' � � I n �i - � � - .� ms�: \ I � O O ewa� enn _ CD / PERMIT 26SEP07 4 I ^�=r cPT=s� - � TOTAL � � i "°" i -- - z4' °° ,°' � ° TOV RESPONSE 17DEC07 5 74. / 8 i �� T ,,,,,,,�„ , i o..,,m _ o i � 51 ror� A , _ _ _ _ _ _ � TOV FOUNDATION SET 05FE608 6 L .� or.wiwa. � - � ,w,,,,,, � /J w,�nae�,x �� I eo�m ^ ,s w.nv.aw ❑ ❑ � � �I}',{J emAS , ��ID TOV RESPONSE 11 FE608 7 I � e�ss � II� i emm I � � �� emn, 7� 4 � eau r� �asii f � � � � � i i •�T�7rJ � � L ��f � TOTAL � / ` a 7 jll � 1 M,„ � � � \ / � � ' � � � _ � � , ��• T. CONSTRUCTION DOCUMENTS 07MAR08 8 0 0 � � � °��° °�' � o � o � o o �m ��,,;s�� •� ' � � �� CONSTRUCTION DOCUMENTS 08AUG08 9 ; / i � A o � � � � � � �i �c � � � � � � � 1 ❑ F ❑ � � � o i �• i �ID = a� i ■ � , - J U � , _ _ _ _ 9 �° _ � � o � TOV UPDATE 05FE609 10 ° p � T-68' CPT-71' � �� / '^ � CPT-71' r - - � � TOV UPDATE 28SEP09 11 ' /�„� i � I ' �� TIIO�1 IWIWAY �� 1 � � IM ' !@ 13 a I O �y1—T—(1 \ / � O I a ' MEb lRl4 \ C XES �IOET � YTII • / � �. ��.� � i 0.TA15 mID (1 \ \ ema � rwvoE w� ' _ — _- _ _-_ - _ _ _ I O \ d � � .�T=6 ❑tr ❑ ' ,�.� �,� � � � L - - - � � � �� I C+ - � � � _ , � �s, .�= UNIT 606 � � .�. ' - - - - - - � - � 1 �.Y - - - - - UNIT503 - - - - _ _ n ,,,��TM i � � � .�� ' °� �° wp 0 � U N IT 604 � � �� G,780P SF-2 I , Ta50 � ,. � � .�� U N IT 602 U P P E R GROUP R-2 U N IT 605 - _ _ `� � OLF = 200 GSF/OCC. � i �tt � L E V E L 2,s a o s F , , O L = 1 4 O C C. I / GROUP R-2 GROUP R-2 "°"' �"' � 3,096 SF GROUP R-2 OLF = 200 GSF/OCC. 2 930 SF — ; � (2) EXITS REQUIRED � � u � ��' OL = 14 OCC. ' —� , ,�,,,� / 36 DOORS � OLF = 200 GSF OCC. 2, 683 SF OLF = 200 GSF OCC. � I � OLF = 200 GSF/OCC. (2) EXITS REQUIRED � � � o ° � � � OL = 16 OCC. „ OL = 15 OCC. I °' � � r �' (2) EXITS REQUIRED OL = 14 OCC. 36 DOORS � � � � / 2 EXITS REQUIRED • �,A ° � � UNIT 601 c�M,� "`� .� „ 36" DOORS (2) IXITS REQUIRED 36" DOORS � � � � - " °� �° � � � 0 36" DOORS � o \ � GROUP R-2 " `�` o - �2,654 SF �' � � �' M I �LF = 200 GSF/OCC � � � � - 7 � �� = 14 OCC. ° "\ , ��, �`�, o I (2) EXITS REQUIRED / � � ,� D � `�J � � UNIT 50,6 36� DOORS UPPER � LEVEL I _ GR UP R- 2 1 ;808 SF � � / � OLF = 200 GSF/OCC. 1 OL = 9 OCC. U / ( 1 ) IXIT REQUIRED w J 36 DOOR � J 1 , — / � � , / c� � � , , . W � 0 � Z I / � � o � � ' � w o z � ' — � O � , � � Q ° � �I , � Q �-- � � Q � � a1 � z O w � ,� 1 / 0 / ' � J � � O O O a I � � � ' (� U � � ao SECTION 704. 8. 1 & TABLE 704. 8 � � T ^ ^ rn i .J.� J L.L. o FIRE SEPARATION UNPROTECTED 1 � �, DISTANCE ( FSD) OPENINGS / — (n � � � - � Q - N 6' 1 " TO 10' 26,°L � � � O � � � 10'- 1 " TO 15' 45% � � 7 a 15'- 1 " TO 20' 759� I / ' L, � � 20'- 1 " OR MORE 100� � � � z � / � O � I � � �- � N � � N � _ — � � i � Q _ — � _ — w _ - - ,� _ — — i�J _ — _ Z _ -- — — gJ , J � Q �..� � ` -� � > � Qr �; �'� � � 0 w a Q' � � �� ~'�. � � J r° _ w w � � �" 9� J ° ° � O a ; � J � FIRE RATING KEY � �j� yy ' - � - �_ 3 ��_ � N % °� � , '� ' � ss j , � � � . � ° °• � ■ � ■ � ONE HOUR RATED WALL �'�: �/�i�,�< ` \`r� �,.� � � �,�o A � �, �, �`' I � 3n� e9 � ,T � ■ ■ � TWO HOUR RATED WALL = N NOTE: NOTE: � � �� t� �, X � � DOORS: FEB 5 2009 TOV UPDATE HAS BEEN UPDATED TO � ■ ■ ■ � THREE HOUR RATED WALL ALL DOORS HAVE A 36 " NOMINAL/32" CLEAR WIDTH CURRENT ARCHITECTURAL BACKGROUNDS. � � ( 213 OCC. CAPACITY) �ITMIFlCANT CHANGES ARE CLOUDED AND INDICATED OA 20 MINUTE RATED DOOR J � UNLESS OTHERWISE NOTED. � I� j STAIRS: Oa 45 MINUTE RATED DOOR SIXTH LEVEL OVERALL � -� ALL STAIRS HAVE A MINIMUM 44" EGRESS WIDTH LIFE SAFETY PLAN >°,_° C 60 MINUTE RATED DOOR v o AREA OF REFUGE NOT REQUIRED ( EXC. 3/SEC. 1007. 3) -' j ( TYPICAL 220 OCC. CAPACITY) 3 UNLESS OTHERWISE NOTED. OD 90 MINUTE RATED DOOR 0 � / OE 3 HOUR DOOR PLOTTED 2 / 11 / 08 J -` J � i o CHK'D BY Dave Leiker, P E. X � NR NON RATED DOOR � COPYRIGHT 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS �O _,_, O X o SHEET NUMBER �� N `` a SIXTH LEVEL OVERALL LIFE SAFETY PLAN . �; � � 1 / 16" = 1 '-0" D . P .A. PROJECT � E� � Ei�f� D g 06232 . 00 cn v � n �r�� w (n N � � � X � Y SAFE�uilt Colora o � 1. i , ' • ' � Archit ts UNIT 709 GROUP R-2 UNIT 7OH 3,016 SF OLF = 200 GSF/OCC. GROUP R-2 UNIT 711 OL = 15 OCC 3,013 SF UNIT 706 (2) EXITS REQUIRED OLF = 200 GSF/OCC. — — — — — — — — — EtOUP —R—� — — — — — — — 3� DDDRS- — — L �-� OCC.— — — G 0� �2 — — 2,382 SF 2 EXffS REQUIRED 2301 BLAKE ST , STE #100 � 0 � C ) OLF 3 200 GSF�OCC. � \� DENVER, COLORADO 80205 OLF = 200 GSF�OCC . 36" DOORS \ 303 861 8555 F 303 861 3027 � � — — OL = 12 OCC. r — — � — — � OL = 11 OCC. �� (2) EXffS REQUIRED U N IT 710 � � � U N IT 707 (2) IXITS REQUIRED �� 0225 MAIN STREET UNIT C101 � � I i _ _ _ � 36" DOORS GROUP R-2 � i GROUP R-2 36" DOORS EDWARDS, COLORADO 81632 UNIT � 607 I � � 1 ,257 SF � \ U P P E R 9�0 926 8960 F 970 926 8961 � � � 1 ,257 SF � � , , � � � � � � OLF = 200 GSF/OCC. � ' �' � � � � � OLF = 200 GSF/OCC. � � , , o `�,��..�,� , o� _ � occ. _ _ , , '� o� _ � occ. �. -�� ^,�� ' � L EV E L � � � � � 6A � V — r � I / � v \ � � ' � � � " ❑ 1 �. ' � 1 ) EXIT REQUIRED ✓/ � o � � i . , U N IT 71 � � � � � � � n � f � �1 �, ( 1 ) IXIT REQUIRED � ❑ � � ` �� GROUP R 2 � � 36 DOOR � - 36 DOOR � � � ' � , � _ � i cPr=S�� cPr=s�• � � � _ � � � / 1 , 618 SF f��' � � - - OLF = 2b0 GSF OCC. GROUP R-2 � �, � , � � - - � ' 0 1 HR FRR° STAIR � �� o ❑ ❑ � " i L J i ❑ � � 1 ,998 SF � � u i � � � � / � � � ENCLOSURE PER 09 4.07 � _ / � - � ❑ ❑ � - � � � �- ° �? �' _ - - � � / � � . � OL = 8 QCC. OlF = 200 GS /OCC. i - • � / PT-69• ' I � — — — � \ � . � � '� � ,— � � L — — \ � MOU. � , c�r=2a; ' �. (1 ) EXIT REQUIRED OL = 10 OCC. I , — — ( 1 ) EXIT REQUIRED , � � — — — — — �— — — G � , � � > � � � o '� � � � � - - o cPT ir —\ � � %' �� , 'O 36� DOOf� \ � � \ 36° DOOR � � — �1 � , � � � ' ' / � � �; � �° � � � , � i j � � � � � � � ° �7 � � � , `�� I I � � � CP�66� � � - � � - � _ _ CPT=48' � Q ° i `�� `\ � I / � � o � \ a � � � ss� / � � � � � ' � (�� 1 � � / � �O � � � CPT� 8� � �O'r �— � I OTAL 1 1 � 2g� � � g• 8 � � � ° � � � °� � � a ° � � i i x , oT� o _ � �r � '� � C� � � � � � � � � f � ' � � C C((��- X � , ° ; � \ � � � / ,I / D , � ;� � � � ��v o _ / � � � � � � � � � � 83' _ � � — - _= ii ` o � � r��— � — � TOTAL � � � � � � � 5 � II I O O ` -� � ' � � 29�-0 � 6 0 o I 8 \ � � / B o o _ � II I i I I � Engineering, Inc. -��= _ � „ � - ` � � � � iiiiiiiii " � X [�ll�l / I r� - - � I - - � - _ - � � � � O �� = 1 - _ - - - — _ - _ � uuLl � _ _ � / A - � -¶u�- S42O WARD ROAD SUITE ZOO �� as � 44 z7 1 • , A A r� � ,_ , A 1343 SF A r ._ . 1391 SF p �I( � A D 24 9 A O /� RVADA C� 8��2-1838 / B � � zi i� OL = 7 To=»4• A za�-s 42 A I� � 8 _ � (� � � g ,�� q � � pl. = 7 � � ' � , - - - � �� - - � � � _ - - - _ _ � �I � __ _ '' � �—�� '' _ _ �; � " - - - , - - - - _ #,� � � X � � �F�30�4zz�9 0� o i - - � i7nr � ri � iiiiiiiiii I isuLi _ m o � � \ \ � � � o � � � � 7 � __ �, � � i g � , m � � � � � 7 7 ' � \ / , 7 � � ❑ \ � I I � I L' I e e � I - - �I � i — I ° ° � s w /° � iu /� � u � / / a _ I III L — � _ � I ul � � � � � � � � � I " � ISSUE/REVISION DATE NO T � � �� 30TAL�� ❑ ❑ � 38' � o a f ={ f a g � \ - ToT,,,� � ❑ Tor � u � � I PROGRESS SET 02FEB07 1 � � I �,I � a % m \ oT / °' � o I � �� \ _ o o , ' I DESIGN DEVELOPMENT 20JUN07 2 � � NIT 713 � � ° m o � ° �° e / a � - . ` � 0 � � ❑ � / ' - ' � a � � M � TOTAL � � i CD / PERMTEXCAVATIONPERMIT 26SEP07 4 e " G OUP R-2 � - - - - - - - cPT-�s- - - - - 1 A � o \� i iiiiii iiiii i � �� '� � � i - - - - - - - � ❑ L� � � � ❑ \ i I_I /� � TOV RESPONSE 17DEC07 5 �Q ❑ 2, 00 SF � I � � � � u ° /TOr'°'� ° , � - - - J-- i i � J- ' - - - � � � � ' o _ _ _ _ _ _ _ _ TOV FOUNDATION SET 05FE608 6 OLF = 200 GSF�OCC. � � I , � , � � o � _ _ a o i °/ ° • • i � � i • ' i ' �_ , � TOV RESPONSE 11 FE608 7 OL1 = 10 OCC. � - - - � � I ° � � � i � � � i � � 43 A _ _ _ _ _ _ _ _ _ _ _ � �� CONSTRUCTION DOCUMENTS 07MAR08 8 ( 1 ) EXIT REQUIRED 0 �� ° � � � To / � � _ J � g - cPr=� CONSTRUCTION DOCUMENTS 08AUG08 9 36" DOOR • � �'k � 4 � o � — m — m o 0 0 � � � — _ — � � � � ' � � I � � I NIT 705 TOV UPDATE 05FEB09 10 I ° �m � � � � � � m � � � �6. 4, i � � i � � � � TOV UPDATE 28SEP09 11 � � Ili a i � TOTAL i i ��, 5, � o o GROUP R-2 I �� i \ / i � � � i a ` TOTAL � - - - - o � � 3,227 �SF � p o � o o � � / � � � � \ — ° ' 0 OLF 200 GSF/OCC. i� - - I � CPT=52'I I CPT=51 ' I I � OL = � � OCC � i \ / i � � C� I o � o o ` �T o�$' o . _ _ _ _ i _ — , • 2 D(ITS REQUIRED ° � ` CPT 71 � � . � 36" DOORS � � � _ _ - - - J � a � I - - - - - - - — � — — — UNIT 702 UNIT 703 � I LOWER LOWER UNIT 704 � � UNIT 701 LEVEL LEVEL LOWER � LOWER GROUP R-2 � LEVEL 2,683 SF GROUP R-2 LEVEL � 2,681 SF GROUP R-2 ❑ ❑ I OLF = 200 GSF/OCC. — GROUP R-2 OL = 14 OCC. OLF = 200 GSF/OCC. 3,076 SF OL = 14 OCC. 2.970 SF \ � OLF = 200 GSF/OCC. 36) OIORS EQUIRED OLF — 200 GSF/OCC. � OL = 16 OCC. 3fi D ORS EQUIRED OL = 15 OCC � � � 1 (2) IXITS REQUIRED (2) EXITS REQUIRED 36" DOORS 36" DOORS I \ 1 \\ � 1 � Q � / w U � , � � � � / � � , v� ti � � , • � W , / o � z � - � � � , Cn w O � � — o � � � o � � oC Q � �� i Q � Y � / Z 0 � �I - -� w , , � / 0 � � . � � � 0 � ° o 0 � � � � � � �, / U � � I = J � N � / N SECTION 704. 8. 1 & TABLE 704. 8 � � n/ � � � LL � Q FIF2E �EP /tiR /tiT10�! U �lPROTECTED � � O � DISTANCE (FSD ) OPENINGS � 7 � E I � � J � � � 5'- 1 " TO 10' 25� � � g 10�- 1 " TO 15' 45� � � O a 15'- 1 " TO 20' 75� / ' r r ^ � 20' - 1 " OR MORE 100� � � (V v , Q , i � N � I , w _ � � i , �""�J / KEYPLAN J 1 � � � — — — � � L.� �7 ,�.�.°="''�'� _,�„`�u,. - - � �' � � �� Q J _ - - - .�; �F , r � w w „e�/'�.�`' \ =�.�n`yO \`�� Li. J 1� ,,� � � �� --� � �� j� �'' ,°p w � � � � �" �F� � "� J � �' � � v vr ., � � � � � ! � W � � i . A � � ° ° ,� � � = + � � ,W yA J { � (n '. e �,+� 6 � � �, - , , / ,� e ° r. < � w ° FIRE RATING KEY �`�� `� `'� � `V_ ' �yx � �T� � !- � r i �- �l � JJ `">Q�� n � i.� _; fTe ' � � � � ..,�„-�.��..,�^R„c� % � e �� / �. n r � � 1 � � _ � ae.,,�'_---/„r��t'"° Z � NOTE• NOTE' � ■ � ■ � ONE HOUR RATED WALL �°'�°�� W "' DOORS: . FEB 5 2009 TOV UPDATE HAS BEEN UPDATED TO � �� cn ,� „ ,. � ■ ■ � TWO HOUR RATED WALL o % ALL DOORS HAVE A 36 NOMINAL/32 CLEAR WIDTH S GNRFICANTRCHHANGESRARE CLOUDEDNA D INDICATED �, ( 213 OCC. CAPACITY) J � UNLESS OTHERWISE NOTED . WRH � � ■ ■ ■ � THREE HOUR RATED WALL �s SEVENTH LEVEL OVERALL � j STAIRS: O 20 MINUTE RATED DOOR � -` ALL STAIRS HAVE A MINIMUM 44" EGRESS WIDTH . LIFE SAFETY PLAN � AREA OF REFUGE NOT REQUIRED ( EXC. 3/SEC. 1007. 3) OB 45 MINUTE RATED DOOR v o —' j (TYPICAL 220 OCC. CAPACITY) °' UNLESS OTHERWISE NOTED . � j OC 60 MINUTE RATED DOOR PLOTTED 2 / 11 / 08 � L CHK'D BY Dave Leiker, P E � � O 90 MINUTE RATED DOOR I o xN x `— OE 3 HOUR DOOR � COPYRIGHT 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS � O �, O I o SHEET NUMBER X rn NR NON RATED DOOR � 1 Q N � SEVENTH LEVEL OVERALL LIFE SAFETY PLAN �, �� Z � � � � 1 / 16" = 1 '-0" � � D . P .A. PROJECT # 06232 . 00 N � � w _ DEC 2 2 200 X o Y ��E��ilt ColoP�do (/ \ - � — — — — — — — — — — — — — — — — — � ' I I . � � UNIT 801 � i ' • " � Archit ts i � UNIT 803 LOWER LEVEL 1 _ � �— - - - - - - - I - - GROQ� I� 2 � � — — — — — — — - GROUP R-2 � � - - - - - - - - I 1 ,440 SF � I � OLF = 200 �SF/OCC. I - - o,�5 s2oo c F/occ. � � U N IT 802 / I � � I (1 ) D(T REQUIRED � � � � � OL = 29 OC . I / (2) EXITS RE(�UIRED I � GROUP R-2 � � A . , .�. �= 1 ,445 SF I 36 DOOR �� 's ' „ ' 36" DOORS OLF = 200 GSF, OCC. � I I _ _ 2301 BLAKE ST , STE #100 i , ❑ ❑ I� / CPT_94' � CPT�94' � �� = 8 �CC/ I � � � � o � i — � _ _ ��, r ' � � r - - - - ( 1 ) EXIT RE UIRED DENVER, COLORADO 80205 � .. �., i � � i U � � "�'° ` � o � � � i � / 36" D00� //� \ �� I 303 861 8555 F 303 861 3027 I , � � � }�,�„ i � I � .�, �"r' �,� � �� i i �- j \\ �/� � 0225 MAIN STREET UNIT C101 � / o � � � L� ; C� = , / o � i ° ,��"°e" '- � _' � � j/ \\ I I EDWARDS , COLORADO 81632 � � � 970 926 8960 F 970 926 8961 I ' � \ � � � I Oo '" I um � � I O � / � I � � � � �r ..1.. � 1) � � � � ❑ I � � — / � �\ I I � ` / � �� ❑ o � '� G7 � �, � r \� \ �� _ J II I� �// / \� I I I i L _ J �. � � � �"°�' �a - - - - – – �unsev,ix emne ems ama c xwiw�r amio eo+ it � � � ,�m � � � � � __ _� . ��_ � � - ,�H _ .,,� � � � I � � T – I io �� f ud \ ,/ �/ �T=67� em i�Y I �r � � � cmr �� // � \\/ \ I em / x,uiw�r I _ t� eo�� eo+ie / � � rnsarix emu � wi a � I I c�r I ' � � I I i I � — \_� ,� I'�' ' _ � �„ 15 �„ °°'� � `�'°�' �, "� �, „ � � , ,� � � „ � - � � �A -' r— � - - -� - �! � �"��" � - - � - - ` ��, F , � I - xwr em rz I � �- . } . �� —� — � � L � I� �i ° ❑ � �— " � � �wna e�ix I / , �\ c�r I � � _ ' _ ewil � —_ - ems / � nea __ _ ' anat � /L .1_`- i-�- . � � � c�r p emm � 0 L Q I � i .,o..Q p . ,� � r p _ i 11 / I �a �* �� ! � – � � – � O � � .o � I � c ' � 53 I I — � / I � mzw I I � I H � . 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I \ I I w�uw�v � j I TOTAL ro�s ' 705.I \ � � _ �m� m�a� — � \ � I I \ �° ��i wu�a — _ �� emroa's o a o � � � � i � I � �"' i � } � � � � � m�' � � � — � ISSUE/REVISION DATE NO 1 I / / / � /� � ❑ i � I ❑ I � � rt�e I I I � i �� — `� �� `J i ! ` I I � , _ � 'wm � PROGRESS SET 02FEB07 1 / � � � J .�� ` I I � � � � � u � DESIGN DEVELOPMENT 20JUN07 2 �> I µ �= � �a' \ , ' � � i / , ��^ � ' � GRADING & EXCAVATION PERMIT 01JUL07 3 , '°'ffi � TOTAL � I I CPT�7S o..».� � cPT-sa / - - - - - - - - � �� I CD / PERMIT 26SEP07 4 ��V r � � _ _ _ _ � I , � � � o � / � I I \ \ � o � o / � — � _ _,�r=8o' J \ ❑ � � � TOV RESPONSE 17DEC07 5 � � ,� � o i � / � -�-� � ❑ o�� °,,� I I �� - — � � � — i � � o � TOV FOUNDATION SET OSFE608 6 ��^ / � / �y" \ � � �"-�1-�' / / � TOV RESPONSE 11 FE608 7 •OOM � i FY• _ • \�• � \ � _ i �' �� ❑ � \ � I I / � � ❑ � I � a — — TM�., � CONSTRUCTION DOCUMENTS 07MAR08 8 QQ Q oweim I rt 4trz ��-T-�-� ` � � � I I / '�� i i � �� CONSTRUCTION DOCUMENTS 08AUG08 9 I I�� I ` _ I / � � \ � � I _ � i � C� �-� \ \� � � TOV UPDATE 05FEB09 10 ; r-s4 i I L _ _ _ J � _ _ _ - /t- - � � TOV UPDATE 28SEP09 11 I � � - - - _ _ - - - ,�� _ - _ _ ' 1 _ _ _ _ _ J � _ - � I I _ _ � _ I L _ _ — — — — — — — � + UNIT 702 UNIT 703 � � � � I � UNIT 701 � UPPER UPPER � � � � � � i UPPER � LEVEL LEVEL � S1NIT 704 � / � � � LEVEL I GROUP R-2 � UPPER � � � � � _ 2,012 SF _ _ _ _ GROUP R-2 LEVEL GROUP R-2 OLF = 200 GSF OCC. '�5 �F GROUP R-2 � I � 1 ,902 SF OL = 10 OCC. / OLF = 200 GSF/OCC. 2.017 SF � I � OLF = 200 GSF/OCC. (2) EXITS REQUIRED OL = 12 OCC. / I OL = 10 OCC. „ � � OLF = 200 GSF/OCCI � 36 DOORS 2 EXITS REQUIRED OL = 10 OCC. � � � ( 1 ) EXIT REQUIRED 36 DOORS � 36° DOORS 36> DO� ORS EQUIRED I I I I I I I � I I � � I I i I I I i � I � � � � I 1 � I � � I I i � � � — — — — — — — — — — — — — — — — — — — — — — — — — --� I � / Q I � I � V � I I � W J � � � � ~ J � � i � � I � � � (� � � / • � W ' � Z z � I � ' / � r � I � � � � � �' I � i � w O al � � rn 0 al � � � v 0 � � I � � Q 1 I � � Q �-- � � Q � � ,� � � Z w � � SECTION 704. 8. 1 & TABLE 704. 8 I � � O O a � I � � � � N FIRE SEPARATION UNPROTECTED � I � � O � O O `�' DISTANCE (FSD ) OPENINGS � I � / � � U � ° 5'- 1 " TO 10' 25% � I � � � � " � � 10'- 1 " TO 15' 45% � � I � �' J � ^ N 15'- 1 " TO 20' 759� � � � �/ � vJ � 20' - 1 ° OR MORE 100� � � / � �/ � o � / � / � � O > I.L 3 � I � - � z � � I � � - _ , , / � � � � - i- - - - - - - - - - - - - - - - - -� _- - � � � - - - - - N Cn w _ — N Q _ - - - - - - � - - — w � ^J Z Q� J � a KEYPLAN � ' � o ��LOF C0� �9 � can ,; �q- �°`°'�, 9O� � � � �� " �� - . 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CAPACITY) OB 45 MINUTE RATED DOOR 3 UNLESS OTHERWISE NOTED. 0 �, °�° -` OC 60 MINUTE RATED DOOR PLOTTED 2 / 11 / 08 � a OD 90 MINUTE RATED DOOR X cn° CHK'D BY Dave Leiker, P E � �O � COPYRIGHT 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS X o OE 3 HOUR DOOR SHEET NUMBER �rn NR NON RATED DOOR N `` ¢ EIGHTH LEVEL OVERALL LIFE SAFETY PLAN � z � � ?� � � 1 / 16" = 1 '-0" N � � D . P .A. PROJECT # 06232 . 00 � � � X � Y DEC 2 � 20 �A�E��il� �olnrad� � ' � � � UNIT 801 UPPER LEVEL ' GROUP R-2 • 1 , 143 SF � � - � Archit t$ OLF = 200 GSF/OCC. OL = 6 OCC. 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A2 . 06 , _.� � � r � _ _ _ � rf � _ TYPICAL PARKING DIM FOR ROW� ` � I � I , -�-_�„_��;,�'" L � P 62 ' / � I ' � `�' �� 84' - 7 3/4�� M � M� �-s �� I VP16 � I �J . - . ; �! � � � � - � ,�, � ° RE : A2 . 02 � � � - � � ~ � � � ' i ;� �� -� � � � � � � � , � � � I p � gp I m � . �„ a co TYPICAL PARKING DIM FOR ROW oo P1 4 / � � , � " � ¢ ¢ �� ¢ Q � �, � � Q Q " � P 165 � � � %� � � i � p� r / N 1 O r+ �l��° A Q"s i ` f�r,• / a �'f i / / I y7� Qa> / � � P179 � ' �" / " t3 f � \ � � � P167 / / I � ' \ � � � , ' � � � � � � // ADA C� - - O —�- - P 70 �16 P 168 - • / � � C� - 84' - 7 3/4" � - � - —+- - � - �— - - � - -�— - - —I—� - Y I DA P175 '4 P173 P172 P171 � � ` , ��' " � � � I ' P 78 � 177 P176 0 = . , r � / ? I M 84 - 107/8' , � 4 _ _ � ' i i i i � GARAGE LEVEL PLAN — i � i ; i o A� -� 3�4�� i i , . . � � � _ ` _ = _ - - -� i i i i i i i i i i i i � OVERALL ; , , � , , - - W„ _ — � — — _ — — — — — — — — — — — — — — Z ; 35' - 3" - � 396' - 3" U PLOTTED 10/5/2009 8 29 30 AM F— � CHK' D BY Maggie Fitzgerald, AIA OO COPYRIGHT 2006 Bl� DAVIS PARTNERSHIP P C , ARCHITECTS NSHEET NUMBER � GARAGE LEVEL 1 /16 'I -O (ALL PLANS THIS PAGE) �`' � �� _ � �� FINAL CD ISSUE - 8 AUG 08 D P A PROJE�`P� � �� B 06232 00 �AFE�ui6t Colorad� GENERAL N � TES � ; C1 DO NOT SCALE DRAWINGS IF CRITICAL DIMENSIONS DO NOT APPEAR ON THE DRAWINGS, NOTIFY ARCHITECT 2 IF DISCREPANCIES OCCUR BETWEEN DRAWINGS OR BETWEEN THE DRAWINGS AND SPECIFICATIONS, NOTIFY THE ARCHITECT FOR RESOLUTION 3 ALL PLAN DIMENSIONS LOCATING GYPSUM BOARD PARTITIONS ARE TO FACE OF STUD, U N O 4 FINISH DIMENSIONS ARE TO THE FACE OF FINISH AND NOTES ` FIN" OR "CLR" 5 FLOOR PLANS NOTE LARGER STUDSAT PLUMBING WALLS, � � � , . � p•,�^* ]7 *� } } � ELECTRICAL PANELS , & WASHER BOXES TO ALLOW � �� • �• RECESSION INTO WALL PROVIDE CONTINUOUS FIRE RATING 6 DOOR ASSEMBLIES IN CORE & SHELL ARE 6" FROM FINISH FACE OF ADJACENT PARTITION TO EDGE OF DOOR LEAF , UNO 7 REFER TO WALL TAGS, WALL TYPES, AND LIFE SAFETY TO SEE FIRE RATINGS, SOUND RATING , & DETAILS ASSOCIATED 8 AREAS WITH DEFERED SUBMITTAL TAG INDICATE 2301 BLAKE ST , STE #100 DIAGRAMATIC PURPOSES ONLY DENVER, COLORADO 80205 9 NOTE PANIC HARDWARE ON ALL ELECTRICAL ROOM 303 861 8555 F 303 861 3027 DOORS 10 FIRE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS, 0225 MAIN STREET UNIT C101 PER LIFE SAFETY DWGS EDWARDS , COLORADO 81632 11 FOR GAUGE OF EXTERIOR STUD WALL REFER TO STRUCTURAL DRAWINGS 970 926 8960 F 970 926 8961 12 ALL COLUMNS ON THE GARAGE LEVEL, LEVEL 1 , AND LEVEL 2 ARE TO MAINTAIN A 3 HOUR ASSEMBLY AS DETAILED ON SHEET A13 01 U N O 13 ALL COLUMNS ON LEVEL 3 THROUGH LEVEL 8 ARE TO MA� NTAIN A ONE HOUR ASSEMBLY, EXCEPT FOR ALL ' COLUMNS LOCATED IN THE LOADING DOCKARE TO HAVE A 3 HOUR ASSEMBLY 14 REFER TO SHEET A13 01 FOR INTERIOR WALL TYPES 15 REFER TO SHEET Al2 02 FOR EXTERIOR L'VALL TYPES 16 ALL FULL SIZE PARKING SPACES TO BE 9' x 18' AND COMPACTS NOT TO BE LESS THAN 8' x 16' ALL DRIVE AISLES TO BE Z4' MINIMUM FOR TWO WAY TRAFFIC AND 16' MINIMUM FOR ONE WAY TRAFFIC FOR 60° ANGLED I PARKING 17 ANGLED PARKING TO BE 60° U N O 18 REFER TO SHEET A13 d3 FOR INTERIOR CEILING I PENETRATIONS, 1NALL PENETRATIONS AND WALL � JOINWG AND SEALING DETAILS U N O AR ITE T LE G E N D 1936 MONTAUK HIGHWAY BRIDGEHAMPTON , NY 11932 o BOLLARD 631 537 3555 F 631 537 0558 210 Edwards Village Blvd , Suite D-207, PO Box 878 � Edwards , CO 81632 970 926 4151 ISSUE/REVISION DATE NO OWNER REVIEW 16APR08 CONSTRUCTION DOCUMENTS 8AUG08 TOWN OF VAIL UPDATE 5FE609 � REVISIONS i DESCRIPTION DATE NO RFI 538 5SEP08 1 PR #2 - WATER ENTRY ROOM 15SEP08 2 ASI 10-A D LOCATION 19SEP08 3 ASI 22- DETAIL WALL ADDITION 060CT08 4 T O V UPDATES O4NOV08 5 TOV UPDATE 28SEP09 6 1 2 3 40 4 5 6 7 8 40 9 10 10' - 3" 26' - 8 1 /8" 11 ' - 7 3/8" 6' - 0" 5' - 5" 10' - 4" 21 ' - 4 3/4" 19' - 1 1 /8" � . 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CATV/SAT < I 2 COLUMNS LOCATED IN THE LOADING DOCKARE TO HAVE � ; A 3 HOUR ASSEMBLY 4 0 � I � � OO7 17 , N 4 08, 14 REFER TO SHEET A13 01 FOR INTERIOR WALL TYPES � 15 REFER TO SHEET Al2 02 FOR EXTERIOR WALL TYPES � � i °�r° � o PARKING BAY 5 N 16 ALL FULL SIZE PARKING SPACES TO BE 9' x 18' AND � P17 � G 0 � � ih � 13' - 0 3/8" �22 � COMPACTS NOT TO BE LESS THAN $' x 16' ALL DRIVE � � � AISLES TO BE 24' MINIMUM FOR TWO WAY TRAFFIC AND 16' � � ^^ � � ^ ^ ^ ^ ^ - MINIMUM FOR ONE WAY TRAFFIC FOR 60° ANGLED 0 � �� 17 � _ M An �5 � � � 85' - 6 1 /2" � I 17 ANGLED PARKING TO BE 60° U N O I� � � N � 18 REFER TO SHEET A13 03 FOR INTERIOR CEILING � � �M TELECO � M � PENETRATIONS, WALL PENETRATIONS, AND WALL c� o v 1 I �"' e6 \ � ' � v 19 AL�LIRE AN ULAR CONCRETEACOLUMN WRAPS SHALL HAVE o � 4 28 � P15 �'' O I 3/4" CHAMFERED CORNERS " � � o � UP5% � � � � �, . � ,� � � = AR H ITE T � � � LEGEND i 1 � M � 1 4 01 17 � � M N 4 01 1936 MONTAUK HIGHWAY I � ✓ ; N _ � � o BOLLARD BRIDGEHAMPTON , NY 11932 I _ I \ � ~ � � STORAGE � � T 631 537 3555 F 631 537 0558 ,I , I � � I � 005 M M 210 Edwards Vdlage Bivd , Suite D-207, PO Box 878 � I c o I Edwards CO 81632 � r � ` � f � — � — 970 926 4151 — — �' " ��'� �' _ — — �' �AC� M �AC OMP � '� — — — — � ISSUE/REVISION DATE NO I 10 104 1 3 102 101 100 � G 3 � � � 1 8 107 106 f � � � P17 v � I _ OWNER REVIEW 16APR08 � � M � � � CONSTRUCTION DOCUMENTS 8AUG08 � � ; o I � STORAGE � ^ PROTECTIVE P15 � TOWN OF VAIL UPDATE 5FEB09 � � �37 24' - 3 3/4" 6' - 4 7/32" 87' - 1 21 /32" 88 2 1 /2 89 - 1 31 /32 � CONC COLUM� j P15 � 7 � @ �6" ABOVE F ,—L�- ' i 1i — � /' � � � �.t � � ' �� I /G�� . ii �/` � � . �� l i � s .r l , r . i a if tdi`/ r � 85' - 6 1 /2" � - � � M � � � � ' � ��,'�� f�� - � f� � � f�� / � � �� DESCRIPTIONEVISIONS DATE NO % � Zfl � > ° < '. � i' 85' - 61 /2�� P17 PROTECTIVE �v .� � � M } ° P17 ELEC � � CONC COLUMN ' ��2'- _ , / � ; � 6, � RF1538 5SEP08 1 N / j P15 � � � } 0�4 � ,: oo @ 3'-6" ABOVE F F \ �- `r' ASI 10-A D LOCATION 19SEP08 2 °' r o �; N ' � 85�_ g � /2�� < � ,` F ASI 22- DETAIL WALL ADDITION 060CT08 3 / ° � G 3 � 1 ' - 0�� < � _ : a. � � c� ADA i T O V UPDATES O4NOV08 4 ,� ./� � � O > � � O, r ,� , � 00 ' x . � � � � � � ,. � � � 1� 1 2 P3 P P5 P6 � � � � �.� � ih tn o � / � _ P17 , .- io � �� TELE (;�M ; P17 � •' � BOLL RD TYP 1 ' - 6 1 /4" °0 °' G � 039 - ; - �, - ;, � - - - - - - - - G � � ; ° 1 ' - 31 /8" 3'� - 41 /2" 7' - 11 3/ " 3' - 51f " / f�' � , - , r //✓��,! .: �>� 'irY'��,�,�/_ �✓1�� I`/ �.f✓"� `� �n RO � ��` � 00 DIRECTIONAL � � Q � DELINEATORS � / f � — � �1 l� i 85'-3�� / o P15 I M� SENSO LOOP — — — r � — — — — — — — — n 40 t- - 2 / ;; 109 A�E � ` � � 6' - 7 3/4" 2 OF Ci �� On � �` � I � g� _ g�� _ � �� , � � T'9 / � O / � T OO 4 2 / � ° BARRIE GATE � � � AD 85'-3" 0 4 29 ADA�AS _,� u� � � � ,, '� \ P15 N I 85' - 61 /2" I I STAIR �" y�' �.,,� f� '� 110 — — J SZ$ €� ' � !� � � � � ' � P15 c, ,�. 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I � _ � . �� CO � ' , '�� ,�a� ��✓ r/� l/,� //i� .d� � 85' - 6 1 /2" � . v A 85'-4" o � ��'' j� � ./ p1 � � � � � 8' - 10 1 /2" � M � 111 P15 BOL ARD lYP � ' %' � P15 • � P15 / , � � / J ' — M — — — — — = � — — — — — — — — � J CV � ' /+ CO /, _ ' O M '� j � f •;'� �, _ �,�. � M � � � � � � r �� : • � 00 � �11 / � . / i .�F /r �/ � � rif/r / .� /'/ � l,rf/ / �;. i //" % M ' �Y,�',F f/ �i'�if %/� 1 �l%,l,/ � I� � � 12' - 0" 3' - 21 /4" '� ,� 11 ' - 23/8" ' _ 63/4" � i - - - - - - - - �i � � �''/ ' ELEV � °' ' � U � � , % i P15 i � , � • E3 � • � , / P48 P47 P46 � � 3 � r RO � � ' / � J 4 1 ;� 5' - 1 1 /2" = � � � � ;' (� 2�,4� 3 03) �'' � �• � i i � r,� � I �, P15 � 1 M ;! � P4 P16C � �� ' ,� � - - - - - = - -85' J 6 1 /2" ' P15 j • P15 ' - � � � ,•' '1 � y P15 � ' 85 - 61 /2 '" �' r - - - �i - ,, , p . - '' 'n %'� P15 � i � � � � � � �j ' � � � l �- - — - �Ni � — -� � y � � � n/ ti � � �� ° _ � � � � r � - - - wl � - - - -� j • � 'i /' �, IJ � � � 85 - 61 /2 - , -r � � � - - - ��i - - / % ✓ � _ � � � � r„ g,, � � r � � � � � , � — � � ,� — - — �r;-4ii . �-/„ 7�� — — o • � � � G E N E RAL N O T ES A�,�B� � ��eP ei ;°➢�� P . ;�°�➢�� ,i R � �.s:: i� �sa '� g, -�� ^ 1�,R � 11 12 13 14 15 16 17 18 19 20 � � 8' - 10 7/8" 18' - 3 1 /8" 24' - 4 1 /4" 23' - 11 1 /2" 24' - 4 1 /4" 13' - 7 7/8" 13' - 6 1 /8" 5' - 6 7/8" 1 DO NOT SCALE DRAWINGS IF CRITICAL DIMENSIONS DO NOT APPEAR ON THE DRAWWGS, NOTIFY ARCHITECT ; 5' - 11 5/8" 11 7/8" 21 ' - 0 1 /2" 28' - 0" 28' - 0" 27' - 11 " 2$' _ � " 2 IF DISCREPANCIES OCCUR BETWEEN DRAWINGS OR >; BETWEEN THE DRAWINGS AND SPECIFICATIONS, NOTIFY THEARCHITECT FOR RESOLUTION _ _ _ _ _ I_ _ _ _ � _ _ _ _ _ _ _ _ _ _ _ _ �_ _ _ _ _ _ � _ _ _ _ �_ _ _ _ � I _ _ _ 3 ALL PLAN DIMENSIONS LOCATING GYPSUM BOARD I PARTITIONS ARE TO FACE OF STUD, U N O � I I 4 FINISH DIMENSIONSARE TO THE FACEOF FINISH AND NOTES ' FIN" OR "CLR" � 5 FLOOR PLANS NOTE LARGER STUDS AT PLUMBING WALLS, �' Hrc hi t 4� l,�f ./`�'!/� >` f,///�i'�/r' i�✓ f/� /s` fflr' %ff /` //,l� / � �`/ t`r`� // �fi' /✓/'/,�`,�. /% ��/' r'l,��f�/.. r `� / �/�� ;rl!/ ./,G�1' //..// �r`�ll`/�i'"� l�/ � lt`/ /lfl�� ///f •,1✓�"/�f �f. /�'/��'•./Y �`/�i/,� !/'�/.,�/ l /y" ' " ,✓�/'/ - /�'�fl>/.lf/'1. � �`/`�� ,1 // /I',/l� .,r` /� ✓�`,f�� /'/ � �///� % ��/' fe'/"//�,//f% f/` lr��' �1�✓'✓%/O�i�,/ ✓ �,/ �%' �O,///,� �✓'/,% /! f/ A ELECTRICALPANELS , & WASHERBOXESTOALLOW � � � � � � ,� , "l % RAT NGSION INTO WALL PROVIDE CONTINUOUS FIRE I I � � I � I � I I � I � I I I � I 6 DOOR ASSEMBLIES IN CORE & SHELL ARE 6" FROM FINISH ''� � � � !/`�' � � FACE OF ADJACENT PARTITION TO EDGE OF DOOR LEAF , � � f; � ,/ � x/j U N O � � 7 REFER TO WALL TAGS, WALL TYPES, AND LIFE SAFETY TO � 15 � j � � � - � � SEE FIRE RATWGS, SOUND RATING , & DETAILS / ,X ,f � y` ASSOCIATED �$7 l �/ I `� I � I I � I � I I I j bo 8 AREAS WITH DEFERED SUBMITTAL TAG INDICATE 2301 BLAKE ST , STE #100 � � � �' � 5 STORAGE %" � � r DIAGRAMATIC PURPOSES ONLY DENVER, COLORADO 80205 I � � � � 15 � 042 � 15 � � 15 � I 9 NOTE PANIC HARDWARE ON ALL ELECTRICAL ROOM 303 861 8555 F 303 861 3027 � DOORS � � �`,r � �/_, / �, 15 10 FIRE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS, 0225 MAIN STREET UNIT C101 %� � ,{ 6' — 10 3/8" 14' — 10 1 /8° � � 21 ' — 7" 6' - 4 1 /4" � PER LIFE SAFETY DWGS � � � ` � 11 FOR GAUGE OF EXTERIOR STUD WALL REFER TO EDWARDS , COLORADO 81632 I � � � � P3 � � � ' � � � � � STRUCTURAL DRAWINGS 970 926 8960 F 970 926 8961 ��i � � 1 1 /2" DIA PAINTED PIPE � - � '� — li � -HANDRAIL EACH SIDE OF STEPS `�° — � — — — ` f — — � ' — — —I � _ 12 ALL COLUMNS ON THE GARAGE LEVEL, LEVEL 1 , AND B LEVEL 2 ARE TO MAINTAIN A 3 HOUR ASSEMBLY AS I � �� y AT 36" ABOVE FINISH FLOOR ti _ DETAILED ON SHEET A13 01 U N O I 90 - 2 27/32 � WITH TOP AND BOTTOM � MECHANICAL � � � I 13 ALL COLUMNS ON LEVEL 3 THROUGH LE1/EL 8 ARE TO I � EXTENSIONS � c� P2 � OZ$ I MAINTAIN A ONE HOUR ASSEMBLY, EXCEPT FOR ALL � , COLUMNS LOCATED IN THE LOADING DOCKARE TO HAVE U P 5° l P � STORAGE $0' - 10" � � � 14' - 1 " I I ~ p2 I P2 ~ I I I �v 14 RE ER T SSHEET A 3 01 FOR INTERIOR WALL TYPES , rY �2� 1 �- � 1 1 /2" D I A P I P E R A I L E A C H S I D E N 15 REFER TO SHEET Al2 02 FOR EXTERIOR WALL TYPES I I p3 80 — 10 � �� OF RAMP ON BRACKETS MOUNTED � 16 ALL FULL SIZE PARKING SPACES TO BE 9' x 18' AND 80' — 10" l ' � � AD 80'-10" - 2 � �2 - TO WALL AT 36" ABOVE FINISH ifl COMPACTS NOT TO BE LESS THAN 8' x 16' ALL DRIVE � _ % � w c'� _ = i N FLOOR WITH 1 '-0" EXTENSION � AISLES TO BE 24' MINIMUM FOR TWO WAY TRAFFIC AND 16' , _ 2 RISERS UP TO _ � ✓ " U I � LANDING LEVEL � � � � 1 ' - 6 7/8" 17' - 4 1 /4" � 4' - 6 3/8" I � � AD 80'-10" � � I MINIMUM TYPICAL AT ENDS PAINT I MINIMUM FOR ONE WAY TRAFFIC FOR 60° ANGLED � I � 1 " 2' - 8 3/8" WITH STAIR c� � ' `�' ' ' PARKING o , 7 - 0 7/8" 3' - 4 LANDING P3 � � � N g� _ 4�� 4' - 6 3/8" ` ,° P2 P2 00 ` ,° 17 ANGLED PARKING TO BE 60 U N o . - - 9 18 REFER TO SHEET A13 03 FOR INTERIOR CEILING � 2� — 5 � � � — 1 ' — 2 5/8" N _ M T R O 10 3/4" � M — —ELEC — C PENETRATIONS WALL PENETRATIONS, AND WALL - - HOLD GYP BD 18' - 8 3/8" 3' - 4" � HOLD GYP BD --� � TIGHT TO 3� _ 4�� c� P3 � U P3 0 14' - 0" 82' - 0" JOINING AND SEALING DETAILS U N O - N , „ O H TIGHT TO PRECAST f PRECAST °�° R O R � � 0 4 - 5 3/4 C9 CORBELS AND \ � 4' - 3" CORBELS I o�o I � P3 v � �� 5' - 5 1 /4" ---- - - � ---- - --- - 82' - p�� PIPES LESS THAN � = 020A P3 ' r- m cY, 21 - 10 •- G 18 � � � ^ / � 1 "' 042 P3 �' N ",' ALI N MIN , TYP � RAMP DOWN � _ �I—� H IT E T I 6 -8 AFF , TYPICAL � _ P3 1 - 0 _ 112SLOPE 518 � LEGEND P21 - � ° co 'v � - - - - � � P15 = : � � � � �� .�� 1936 MONTAUK HIGHWAY � g,.� 2 - 8 � 4' - 11 1 /8" P21 N CORRIDOR °�ti° v 'v p G040J co 12' - 7 3/4" 80' - 10" 19 - 2 /4`�-� 7 - 7 1 /4 7 - 7 5/8 8 - 0 � P2 o BOLLARD BRIDGEHAMPTON NY 11932 '� � � 16 ALIGN I p3 0 � � ' � P2 ' P20 27' - 2" P15 P�0 ' �� /., 'v 041 T- � M � � • 2 � 631 537 3555 F 631 537 0558 . � . . � � - • � ' • � • � - � - • � • � • � • � � • - - � - // �� .✓�/ I';Yz',F�%/� r.��`'/ ,�",r ,x,�'�i`,/'f //C �'/,r`.,��` � � . i' i �i" i'v r o 0 0 0 0 0 0l � o � f " � t � r' , - �` '��,�r`.�' . ./�';r�/f�'��1�'�///�'�f �/� �`�` i'��/O,�'t / /i ' ACCESSIBLE LIFT 9 16 � � � � � � � � o �' �- � � T T � - � _ 2 1 0 E d w a r d s V d l a g e B l v d , S u i t e D-2 0 7, P O B o x 8 7 8 i � i i � � � SH RM2, _ 8„ µ o � o 0 0 0 oJ o RASH RM P15 i i i i i i i i i i i i � i "�� UP FOR BETWEEN � / CO 81632 , , y , ST S 1 _ � � � � � � � � � . , , 16 _ . DN � � � � � � � � � � � �* � � r�o o R �E V E �s P � Edwards, � � � � u ;, cn 1� 1 yiu y1b 4 � 5� t STAIRS iiiiiiiiiiiii i J � i i i i i i li i � � ' 3' - 4" 3' - 4" 3' - 4'� 3' - 4" 3' - 4" 3' - 4" 3' - 4" 3' - 4" 3' - 4" 5' - 3 3/4"i ; — — ,i i i i i i i i i i i i i i ° � 00 CMP • y � � � � J _ � _ 85' - 31 /2" � � � 10' - 73/4" _ � � � , S4 �3�-�� P15 i � , . 99 , � �i �T 7� � � F R O R O R O R O R O R O R O R O R O % � � � � � ��=,=F�� i � � EM ELE�� `� ISSUE/REVISION DATE NO 84 - 81 /2 i i i i i i i i � •- • � • \ 3 � j i i i i i i � P �; ; 5 1 /2" � � _ 2�� _ 2�� , 2„ 1 � _ 2�� 2�� 1 � 2�� 2�� 2�� 2' - 2 3/4" ; � � � � � �� , _ OWNER REVIEW 16APR08 ' ,� i � i i � i i P15 , / � - - - - ' „ rn 7 - 10 1 /2 � � UP P15 , � � � � � � � � 1 I � i i i i i i i � li-� � .� ' �n : ; � � i i i i i i i ,�.f P2 a� 3 � � � �� _ �_t M � � 00 � � � � �7TORFIGE � � j Cp l" I I I I I _ � � >,, . ,�y � � � ` � � A5 20 �* • � '� � , � � °' CONSTRUCTION DOCUMENTS 8AUG08 � �f��,�ff��-,�i�i��s �,��f r �,�,��fi.�✓.�� ' _ A5 � s � 040 � , � �; , �; � �s�~��/,� ,�v�ii��r��,�,��.�rr,�ii�li= i��, ��r ,�� o - I _ • %' o o � � � J � "' ' � P15 � I � D � � p 5 ° � � � � � i� G 17 � � � I TOWN OF VAIL UPDATE 5FEB09 N � ; ELEV r� • - - - � P15 � o ; � N � aoo P15 � ' � , _ 0�� _ ELEV � � - Z� � � y � i�. - P15 - fi � r - _ f' �r' , /.� � � , .� ' . '/� _ � ' / � � - /� J � -� o >, ',t,� � , ' ' �,y , � � � ' " `�' E REVISIONS . ,, o � �2' - 5" 4' - 0" 1 ' - 7" , � , . � ' � r oo � < � � .�' 1 /4" l ' / � 85' - 6 5/32"" _ ' ' � � - - i o `1�T CC1J o `' � M � ° 84' - 9 27/32" co < P15 ' � �� ' � o ° �f.� ° DESCRIPTION DATE NO � . 85 - 0 5/32 , , 4 - 0 � f � o � 19' - 2" / R O � < oo � � � P15 � 84' - 6 314�� ° P15 �,,r � y ' � P15 � � , � � < � � � � � r 1 � 17 p � � O , � � � • 84' - 4 5/32" � RF1538 5SEP08 1 yi�/�� rf i/ ✓,� /i r�'/, � � v uY u - r ; � t vv � Y � l %�f- r/ s �i � � �i�`� �,�� C ASI 10-A D LOCATION 19SEP08 2 / STAIR- � ' � P • ELEV VEST P4 � ADA $4' - 8 /16" o / / � g� _ 2�� 84' - 4 13/16" / I r ASI 22- DETAIL WALL ADDITION 060CT08 3 , ( � p� 3 � 1 ALIGN � / � RFI 646 240CT08 4 , , � � • � 9 P16C AL�IG� • / - • P7 P8 P9 P10 � i �� (12/A1303) P4 • T �,� � �-, , � P16C (12�A13 03) � �� 85' - 3 1 /2° � 85' - 1 31 /32" _ � / � ' 84' - 8 1 /2" � 4 � P16C � io T O V UPDATES O4NOV08 5 o . i P4 � � � � c�.i � � / / � o � � I - - - RFI 606 25NOV08 6 _ � � � - Ro _ _ G `- (12/A13 03) p4 P16C / / �' r / T O V UPDATE 05FE609 7 ' " ' / /� . 84' - 7 1 /2" P4 � CCD 119 27JUN09 8 � � • (12/A13 03) � $5 - 3 1 /2 � / / P16C (12/A13 03) : / / � TOV UPDATE 28SEP09 9 85/ 5 3/16" , � • `- - - - ' � 6' - 6 7/8" 11 ' - 11 1 /4" � � � j 18' - 8 3/4" 1 � '� � � 1 ' - 11 1 /4" , � � � ; � ' � i I 84' - 6 1 /8" ' P4 P16C I 3' - 11 5/8" 4 1 /4" _18' - 9 1 /4" _ _ 20' - 8 1 /2" 12lA13 03) — H 4 ( FF = 85' - 3 1 /2") 85' - 3 11 /32" ELEV VEST ( FF = 84' - 7 1 /2") 84' - 8 1 /2" '� , � ,�' pF COC. p9 I � A5 04 � � I STAIR I I I 012 1 I � � 9� � 85' - 6 1 /2" SZ$ � A5 04 0 � � � � Q � N �� ,��,� � .� � `+ � - � � '� � A � � � � � � � � � UP 0 . 8 % � ��'F �� C� � : �S�'G �� S� M T I I I I I I M - - - - - - - - - - � - - - � _ , _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ro P45 P44 � P43 P42 � P41 P40 P39 � P38 37 P36 P35 � P34 � P33 32 P31 � °r° K U � I N \ � 84' - 4 13/16" � / M � P15 84' - 11 7/32" � 84� - 8" 84' - 7 15/32" 84' - 6 1 /8'�\ 84' - 4 9/32" o 85' - 5 3/16" 85' - 4 9/32" 85' - 2 17/32" 85' - 0 5/32" � � � � � 84�''� � � \ � � W �. 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(ALL PLANS THIS PAGE) FINAL CD ISSUE - 8 AUG 08 D P A PROJE��F� � E�,IED BY 06232 00 D�� 2 � �� A��u�� €j,�:�rado -�..., ' 2 GENERAL N � TES - 4 05 4 05 30� �43 >3 ��;�� a� 'i&� ( 21 5 2 23 2 2 26 2 28 1 DO NOT SCALE DRAWINGS IF CRITICAL DIMENSIONS DO I NOT APPEAR ON THE DRAWINGS, NOTIFY ARCHITECT 19' - 1 " 19' - 1 7/8" 23' - 10" 16' - 8 1 /8" 19' - 0 1 /2" 15' - 3 1 /8" 7' - 4" 2 IF DISCREPANCIES OCCUR BETWEEN DRAWINGS OR BETWEEN THE DRAWINGS AND SPECIFICATIONS, NOTIFY THE ARCHITECT FOR RESOLUTION 3 ALL PLAN DIMENSIONS LOCATING GYPSUM BOARD — — — — — — — — — — — — — — — — — — — — — — — — — — — PARTITIONSARE TO FACE OF STUD, U N O 7' - 7 5/8" 27' - 10" 23' - 7 1 /4" 26' - 5 3/4" 15' - 10" 19' - 0" � 4 FINISH DIMENSIONSARE TO THE FACE OF FINISH AND 4 NOTES ` FIN" OR "CLR° A 5 FLOOR PLANS NOTE LARGER STUDS AT PLUMBWG WALLS, � � � � � pr� ]� �j } {� � I ' ;�./��f � �' ' I. /.// �� fi / : f/ , �� -�'' - I�-✓ ` ,/ -�Y �/ � . /�/'/ ' ./ ,'`�y�✓ ,�l ✓ ,/ f ;fT' � ",�,�` .i % 1' ,�'/, I.�/ f /i` // � � �i' / �- l ll/ f,l f'ir �'f � � � 'y / � /�r'l f�/ •�f,l /d' • /�'� / / / ./,/ �,f �✓'�lr' /' l,� „�/' . �°r` � e.i,// .r/. " ,�`- // � ' � � � �,/f �`/ 6 " r'/��f ELECTRICAL PAN ELS , & WASHER BOXES TO AL LOW I 1 l 1 t. l. � �� ,� M ;i � � � � RECESSION INTO WALL PROVIDE CONTINUOUS FIRE � BMS` � � � � � '� � 3' - 5 3/ ' � RATING ✓ % � N � AD 80'-9 1 /2" � AD 80' 9 1 /2" ✓ � 15 N ✓" 6 DOOR ASSEMBLIES IN CORE & SHELL ARE 6" FROM FINISH � 0 O52 ,,� FUEL OIL PUM � ,� I � FACE OF ADJACENT PARTITION TO EDGE OF DOOR LEAF , ;� � 7va�� / % 019 � % �� ° a,� a � - sv2° ,� � urvo � � � � � / � 7 REFER TO WALL TAGS, WALL TYPES, AND LIFE SAFETY TO � � � 4' - 7 3/8" 7' - 10 3/8" 4' - 2 3/8" � � � _ I ' SEE FIRE RATWGS, SOUND RATWG , & DETAILS 15 � � 15 y � � r ASSOCIATED 3' - 0" � � � l P17 % � � 8 AREAS WITH DEFERED SUBMITTAL TAG INDICATE 2301 BLAKE ST , STE #100 P2 % � J � � � � � DOM STIC % � I DIAGRAMATIC PURPOSES ONLY DENVER , COLORADO 80205 ' � � _ �i ,� � /i � 9 NOTE PANIC HARDWARE ON ALL ELECTRICAL ROOM 303 861 8555 F 303 861 3027 � � � � .� WATER PUMP 1, DOORS 15 '� � � � � ` ` � � �` � � /-, p� 5 � - 10 FIRE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS, � a o / � 5 �' � � R �M ,� �o�0 0 2 2 5 M A I N S T R E E T U N I T C 1 0 1 � ' � � AD 80' - 9 1 /2" � � � � � � j � PER LIFE SAFETY DWGS �,. M � G E N E R A T O R f � 6 8 � � O 016 f N 11 FOR GAUGE OF EXTERIOR STUD WALL REFER TO � EDWARDS COLORADO 81632 I �` � � 16 % , STRUCTURAL DRAWINGS 9 7 0 9 2 6 8 9 6 0 F 9 7 0 9 2 6 8 9 6 1 I % � O� � � �`'� r '% `� 12 ALL COLUMNS ON THE GARAGE LEVEL, LEVEL 1 , AND ,� i LEVEL 2 ARE TO MAINTAIN A 3 HOUR ASSEMBLY AS � ��D � y � � DETAILED ON SHEET A13 01 U N O � ❑ D 80'-9 1 /2" < < ALIG 6' - 9 5/8" 8" 6' - 4 3/4" � � � '� I v � ; _ � � � 13 ALL COLUMNS ON LEVEL 3 THROUGH LEVEL 8 ARE TO r I ALIGN � > R p � y� MAINTAIN A ONE HOUR ASBEMBLY, EXCEPT FOR ALL � � °O j COLUMNS LOCATED IN THE LOADING DOCKARE TO HAVE � � � � /� � A 3 HOUR ASSEMBLY �i � 1 ' - 3 /8" ` ' - - ' / � � 14 REFER TO SHEET A13 01 FOR INTERIOR WALL TYPES o� � P17 ' f N � 15 REFER TO SHEET Al2 02 FOR EXTERIOR WALL TYPES I � ' � ' I / I � 16 ALL FULL SIZE PARKING SPACES TO BE 9' x 18' AND � � � 027 � � � COMPACTS NOT TO BE LESS THAN 8' x 16' ALL DRIVE < �. � r I � AISLES TO BE 24' MINIMUM FOR TWO WAY TRAFFIC AND 16' I I � c i p �/> MINIMUM FOR ONE WAY TRAFFIC FOR 60° ANGLED P17 � �?' � PARKING 1 � � � � 17 ANGLED PARKING TO BE 60° U N O � _ / MECHANICAL � 4 0� 18 PENETRATIONS, WALL� PENETIRATIONOS ANDIWALL M � m ,� � ,� � , � „ �„� . , � , ,�� ,�� , � � JOINING AND SEALING DETAILS U N O N , _ � � 19 ALL RETANGULAR CONCRETE COLUMN WRAPS SHALL HAVE N C� � o ' - 9 3/4"' P15 ; � N 3/4" CHAMFERED CORNERS � " P17 � � ' � � - ` � A H 1 15' - 10 1 /4" 10 5/8" 3' - 4 /4" ? � T � � _ � , I T E T / � R ��--� �- �� ' � L E G E N D �� N 4 01 � 7 114 028 v ' �/�.� � ,�`�r�`�'./,�%✓/��' �/y,� � ��%�/s��//�/� � � 4 01 � M p ' � � � 1936 MONTAUK HIGHWAY co � _ � � � � � � o BOLLARD 631I 537 3 55 FT63N 37 0558 I r N MECHANICAL � , P2 P2 � ' 80' - 10" � � � 1 �., 028 - � � � � ,� 210 Edwards Village Blvd , Suite D-207, PO Box 878 ' � , °,° N 7' - 6 1 /2" 8' - 5 5/8" y Edwards, CO 81632 " pa � � , o � ^ y / U y1F� 4 'Ibl D — ' "' " '` D — CV 11 ' - 9 1 /4" 3' - 4 3/4" 10' - 5 1 /8" � � > 9 � - � � '� °' ISSUE/REVISION DATE NO 11 1 /4" 1 ' - 11 5/8" M > 19' - 8 1 /8" ' _ 6 1 /2" 8' - 4 3/� � AD 80' - 1 /2" A5 18 - � � R O �� ' < � - • -R p - - � � l i� � EM ELEC P2 `�' -- A5 30 � , I OWNER REVIEW 16APR08 ❑ _ c� °' � � 7 P15 � 83' - 9 1 /2" � N � r 'v P15 � ° CONSTRUCTION DOCUMENTS 8AUG08 ' 84' - 0 5/16° � �� S I c� _ ' , „ � � � TOWN OF VAIL UPDATE 5FEB09 83 - 107/16 G�B � . . �, . 4 - 6 . � . � . . . . � � � C G017 C • � � � :f � .� ` /� ,� , , " ' ,�f �� /,� : _ s, . /,� ' , . , � �� /� ' , .� ° � � � r , � REVISIONS � � j� � � � � � - , „ � ' - DESCRIPTION DATE NO / 4' - 1 5/32" 83' - 8 1 /8" _ • AD 6 / iv 84 - 1 1 /4 / o I / / � "v 83' - 6 5/8" �p� o � � N � AD 83'-3° ! I � / � / / / ' ^ � T � , � � - � � � � I RFI 538 5SEP08 1 F — ASI 10-A D LOCATION 19SEP08 2 COMP T COMPACT COMP CT COMPACT / COMPAC / COM CT COMPACT / C MPACT COM ACT � , N i � ° � � P15 I 00 MECH ROOM P15 f I = I - T O V UPDATES O4NOV08 3 ' P12 . 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O c� 45 MINUTE FIRE RATED DOORS � #4, . \ � � � " �'�� i� z o PARKING BAY 2 � r � ' _ � Q � 025 � �� > / �� ''�� y ��,go 17 � / � PLOTTED 10/5/2009 8 30 04 AM T `� �� , > . — / � � MATCHLINE � v �'• CHK'D BY Maggie Fitzgerald, AIA , ,� i � � � _ � � �� OO COPYRIGHT2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS � RE 1 /A2 06 / � N SHEET NUMBER / 1 2 C 405 40 GARAGE LEV 11- 'AREA #4 , 1 ,� /$„ _ ,� ,-O„ (ALL PLANS THIS PAGE) — 2 23 24 5 26 27 2 $ D P A PROJECl��lI�VVED BY 06232 00 FINAL CD ISSUE - 8 AUG 08 n ��uiit Colorado � GENERAL N4TES � . � , � , � � 1 DO NOT SCALE DRAWINGS IF CRITICRL DIMENSIONS DO i � � 2 Fo I CR PANCN SH CCUR BNETWE NTQ AWINGS OR E BETWEEN THE DRAWINGSAND SPECIFICATIONS, NOTIFY � THE ARCHITECT FOR RESOLUTION E � 3 ALL PLAN DIMENSIONS LOCATING GYPSUM BOARD PARTITIONS ARE TO FACE OF STUD, U N O � 4 FINISH DIMENSIONS ARE TO THE FACE OF FINISH AND ; E NOTES ' FIN" OR "CLR" � 5 FLOOR PLANS NOTE LARGER STUDS AT PLUMBING WALLS, � � ' � �� 9 } {' � ELECTRICAL PANELS, & WASHER BOXES TO ALLOW � f � S� �' RECESSION INTO WALL PROVIDE CONTINUOUS FIRE RATING 6 DOOR ASSEMBLIES IN CORE & SHELL ARE 6" FROM FINISH FACE OF ADJACENT PARTITION TO EDGE OF DOOR LEAF, UNO 7 REFER TO WALL TAGS, WALL TYPES, AND LIFE SAFETY TO SEE FIRE RATINGS, SOUND RATING, & DETAILS � ASSOCIATED f 8 ARFAS WITH DEFERED SUBMITTAL TAG INDICATE ' 2301 BLAKE ST , STE #100 i DIAGRAMATIC PURPOSES ONLY j DENVER, COLORADO 80205 G , 9 NOTE PANIC HARDWARE ON ALL ELECTRICAL ROOM ' 303 861 8555 F 303 861 3027 DOORS � � � 0 PIER IF�E SnAFE�TY DWGSO HAVE 1 HOUR RATED WALLS, � 0225 MAIN STREET UNIT C101 � 11 FOR GAUGE OF EXTERIOR STUD WALL REFER TO ; EDWARDS , COLORADO 81632 STRUCTURAL DRAWINGS � 970 926 8960 F 970 926 8961 C 12 ALL COLUMNS ON THE GARAGE LE1/EL, LEVEL 1 , AND ! LEVEL 2 ARE TO MAINTAIN A 3 HOUR ASSEMBLY A5 � DETAILED ON SHEET A13 01 U N O I % 4 13 ALL COLUMNS ON LEVEL 3 THROUGH LEVEL 8 AR E TO I , MAINTAIN A ONE HOUR ASSEMBLY, EXCEPT FOR ALL ' ` COLUMNS LOC,4TED IN THE LOA�ING DOCKARE TO HAVE ' , A 3 HOUR ASSEMBLY I 14 REFER TO SHEET A13 01 FOR INTERIOR WALL TYPES 15 REFER TO SHEET Al2 02 FOR EXTERIOR WALL TYPES 16 ALL FULL SIZE PARKING SPAGES TO BE 9' x 18' AND COMPACTS NOT TO BE LESS THAN 8' x 16' ALL DRIVE AISLES TO BE 24' MINIMUM FOR TWO WAY TRAFFIC AND 16' 'i MINIMUM FOR ONE WAY TRAFFIC FOR 60° ANGLED ' PARKING ' � f � 17 ANGLED PARKING TO BE 60° U N O � � , 18 REFER TO SHEET A13 03 FOR INTERIOR CEILING I , PENETRATIONS, WALL PENETRATIONS, ANQ WALL , JOINING AND SEALWG DETAILS U N O �° � I � � T R T � � LEGEND 3 � o BOLLARD 1936 MONTAUK HIGHWAY � � BRIDGEHAMPTON , NY 11932 � � 631 537 3555 F 631 537 0558 i 210 Edwards Village Blvd , Suite D-207, O Box 878 Edwards , CO 81632 970 926 4151 � � ISSUE/REVISION ATE NO � OWNER REVIEW 1 APR08 �� CONSTRUCTION DOCUMENTS UG08 E� TOWN OF VAIL UPDATE 5�EB09 , t `j� REVISIONS , , � � DESCRIPTION , DATE NO �i , ASI 10-A D LOCATION 195EP08 1 T O V UPDATES O4NOV08 2 11 12 13 40 14 40 15 16 17 18 19 20 21 22 23 40 24 8' - 10 7/8" 18' - 3 1 /8" 24' - 4 1 /4" 23' - 11 1 /2" 18' - 11 1 /8" 5' - 5 1 /8" 13' - 7 7/8" 13' - 6 1 /8" 5' - 6 7/8" 21 ' - 10" 19' - 1 " 19' - 1 7/8" 23' - 10" �� \� � � � � � � � � � � � � � � o� � �� r , ' . 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' • , , „ . 1 � r o , , � � �. . -• N iv 85' - 3��,2�� , ; , . � ,. . � 85' - 0 29/32" � 5' - 3 1 /8" � °' ' - 5 1 /4" P17 _ � � FCO �, p STORAGE � � rno 85 0 � ' P17 � � N N � � �' � - \ ¢ � _ � � � � G051 � 5 - 0 13/16' � _�—� � N � � � �' �D s4�-9° o `" o �* 051 � /` � � � O � PAVER STORAGE ti � N o � c�� ,_9„ � I � °� I � � o _ i � 034 ' o � s� - 6�� w, �03 � ICE Ri NK MECH 1 P17 3' - a^ I I I , � I PAVER S�TORAGE � � ICE RINK MEC 21 , „ 032 � � , . o, � 31 � � � � O 0 �"' � - AD � 3 - 3 � ,�O 1 / � Q � P17 84' - 11 25/32" o C° °' P17 032 I �5, I� �" � 'v � � � 6' - 10 7/8" p17 0 � ' � I 84' - 11 27/32" 85' - 0 1 /16" � � / � 3' - 3/4" �� `� J � O W m P17 I 4. 85' - 0"�� I `° P17 — „ J 5, ' 6 � � � 2 � � P17 � � / / � � � � ,� � _ 4314" — — — — — , , Q � � � i „ 5' - � 3 �o a / O O O � g� - 4314 R � P1 � P157 �o' G032 � 11 31 � �� . � � � � v R�O P154 P155 P17 P17 �, 1� ' O 84' - 11 11 /32" 2 I � � � � ' � � � � , 8' 3� � � � � ( � � P 158 S9� - � / � � � J P152 P153 _ _ _ _ _ _ _ _ _ _ _ W W — � � � � °o — — — / � � — — — — — — — � \ „ 12 , �111�' 2 PARKING BAY 1 ► - > P 59 � � � j�o,� �� . 1� 3�8 ,� , 0 �26 I I I . - � / I I � � � r � � I � I I 84' - 10 13/32" / ' I ( I I P 160 � � � J ' � � , � O _ _ _ - - - - - - - - - - - - �- - - - - - - - X Cn 3' - 111 /8" P161 � � i I � � � � � � �_—�� ( � �� I � �' / � \ 84' - 8 3/4" 8 I' - 8 23/32" � P 162 I j` � I ' 1 ' :,� � � O � 17' - 0" 2' � 0 8" 6' - 10" � 12' - 2 1 /8" � 6' _ 1 " � � � / P 163 � � f � a � � � � I _ I I I / ' / � i � - 84' - 7 3/4" � P 164 ' � � � � � / � / N � 165 � i � � � � � � � � ' � � � I � ' i � P166 ! � � °, / � P 167 / / � V 84' - 7 3/4" / � � � � � � � � � � � � � / - � P168 / � � � — — — — — — - - - - � - - - � - - - �-- - - - - - - - - - - - Y / / / �� .�/ . : ' .. : ,: . . // / P172 P171 P 70 � P169 � � � I I / I I I I I I I I I I I , „ 84' - 9 11 /32"� / 84' - 9 5/16" ° ' � ' 84 - 9 5/16 � - � '' 84' - 9 1 /32 M . � , : �� GARAGE LEVEL I � _ - � � ENLARGED PLAN -AREA 4 84' - 9 5/32" I 84' - 911 /16" 41 � I I � i i i i � � � � _ -- _ #5 � - — 84' - 10" � 2 W _ 84' - 103/32" n1 - - - ---'—' 4 0 4 � PLOTTED 2/24/2009 6 10 45 PM 2 � Q� TOP OF SLAB VARIES ALONG PRECAST WALL CHK' D BY Maggie Fitzgerald, AIA — — — I— — � — — � — — — — I — — — I — — — I — I — — I — I I — — — I — — I — — — ' — — I — Z U � Q � OO COPYRIGHT 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS C � N SHEET NUMBER � GARAGE LEVEL - AREA #5 J '� �� _ � �� (ALL PLANS THIS PAGE) � 1 /8 – 1 -0 D P A. PROJECT # 06232 00 _ - FINAL CD ISSUE - 8 AUG 08 Qrv � ��ED BY D�C 2 2� ��1�9 � � ��6uai� G��orado �� GENERAL NCJTES C1 DO NOT SCALE DRAWINGS IF CRITICAL DIMENSIONS DO NOT APPEAR ON THE DRAWINGS, NOTIFY ARCHITECT 2 IF DISCREPANCIES OCCUR BETWEEN DRAWINGSOR BETWEEN THE DRAWINGSAND SPECIFICATIONS, NOTIFY i THE ARCHITECT FOR RESOLUTION 3 ALL PLAN DIMENSIONS LOCATING GYPSUM BOARD PARTITIONS ARE TO FACE OF STUD, U N O } 4 FINISH DIMENSIONSARE TO THE FACE OF FINISH AND NOTES ' FIN" OR "CLR" 5 FLOOR PLANS NOTE LARGER STUDS AT PLUMBING WALLS, � � � � p-� � � � } � ELECTRICAL PANELS , & WASHER BOXES TO ALLOW � << RECESSION INTO WALL PROVIDE CONTINUOUS FIRE RATING 6 DOOR ASSEMBLIES IN CORE & SHELL ARE 6" FROM FINISH FACE OF ADJACENT PARTITION TO EDGE OF DOOR LEAF , UNO 7 REFER TO WALL TAGS, WALL TYPES, AND LIFE SAFETY TO SEE FIRE RATINGS, SOUND RATING , & DETAILS ASSOCIATED 8 AREAS WITH DEFERED SUBMITTAL TAG INDICATE 2301 BLAKE ST , STE #100 DIAGRAMATIC PURPOSES ONLY DENVER , COLORADO 80205 9 NOTE PANIC HARDWARE ON ALL ELECTRICAL ROOM 303 861 8555 F 303 861 3027 DOORS 10 FIRE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS, 0225 MAIN STREET UNIT C101 ' PER LIFE SAFETY DWGS EDWARDS , COLORADO 81632 11 FOR GAUGE OF EXTERIOR STUD WALL REFER TO STRUCTURAL DRAWINGS 970 926 8960 F 970 926 8961 12 ALL COLUMNS ON THE GARAGE LEVEL, LEVEL 1 , AND LEVEL 2 ARE TO MAINTAIN A 3 HOUR ASSEMBLY AS DETAILED ON SHEET A13 01 U N O 13 ALL COLUMNS ON LEVEL 3 THROUGH LEVEL 8 ARE TO MAINTAIN A ONE HOUR ASSEMBLY, EXCEPT FOR ALL COLUMNS LOCATED IN THE LOADING DOCKARE TO HAVE A 3 HOUR ASSEMBLY 14 REFER TO SHEET A13 01 FOR INTERIOR WALL TYPES � 15 REFER TO SHEET Al2 02 FOR EXTERIOR WALL TYPES , 16 ALL FULL SIZE PARKING SPACES TO BE 9' x 18' AND 1 2 �� 4 5 6 7 7 8 2 9 10 z 11 12 13 , 14 2 15 � g 17 �18 � c1 20 z 21 22 23 , 24 25 , .26 26 27 2g COMPACTS NOT TO BE LESS THAN 8� X , 6' ALL DRIVE � AISLES TO BE 24' MINIMUM FOR TWO WAY TRAFFIC AND 16' � 4 p J 4 0 4 0 J 4 05 4 OS 4 MINIMUM FOR ONE WAY TRAFFIC FOR 60° ANGLED PARKING 4 0 � _ 5" V 8' - 10 7/8" 5' - 5 1 /8" 5 - 6 7/8" V 17 ANGLED PARKING TO BE 60° U N O 18 REFER TO SHEET A13 03 FOR INTERIOR CEILING � 10' - 3" 26' - 8 1 /8" 11 ' - 7 3/8" 6' - 0" 10' - 4" 21 ' - 4 3/4" 19' - 1 1 /8" Q 27' - 5 1 /8" 18' - 3 1 /8" 24' - 4 1 /4" 23' - 11 1 /2" 18' - 11 1 /8" 13' - 7 7/8" 13' - 6 1 /8" Q 21 ' - 10" 19' - 1 " 19' - 1 7/8" 23' - 10" 16' - 8 1 /8" 19' - 0 1 /2" 15' - 3 1 /8" 7' - 4" PENETRATIONS, WALL PENETRATIONS, AND WALL JOINING AND SEALING DETAILS U N O • 413' - 0" � - . . ... � - � .- . - y y - _ _ _ _ _ _ _ _ _ _ _ . � . . . s - - r .. - . . � . . . � . - - _ _ _ _ _ , , , . - . . 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GENERAL NOTES � 1 DO NOT SCALE DRAWINGS IF CRITICAL DIMENSIONS DO NOT APPEAR ON THE DRAWINGS, NOTIFY ARCHITECT 2 IF DISCREPANCIES OCCUR BEfWEEN DRAWINGS OR BETWEEN THE DRAWINGS AND SPECIFICATIONS, NOTIFY THE ARCHITECT FOR RESOLUTION 3 ALL PLAN DIMENSIONS LOCATING GYPSUM BOARD PARTITIONSARE TO FACE OF STUD, U N O f 4 FINISH DIMENSIONSARE TO THE FACEOF FINISH AND , NOTES ' FIN° OR "CLR" 5 FLOOR PLANS NOTE LARGER STUDS AT PLUMBING WALLS, � � � � r� � � � } �! ELECTRICAL PANELS , & WASHER BOXES TO ALLOW 4�+� RECESSION INTO WALL PROVIDE CONTINUOUS FIRE RATING 6 DOOR ASSEMBLIES IN CORE & SHELL ARE 6" FROM FINISH FACE OF ADJACENT PARTITION TO EDGE OF DOOR LEAF , UNO 7 REFER TO WALL TAGS, WALL TYPES, AND LIFE SAFETY TO SEE FIRE RATINGS, SOUND RATING , & DETAILS ASSOCIATED 8 AREAS WITH DEFERED SUBMITTAL TAG INDICATE 2301 BLAKE ST , STE #100 DIAGRAMATIC PURPOSES ONLY DENVER, COLORADO 80205 9 NOTE PANIC HARDWARE ON ALL ELECTRICAL ROOM 303 861 8555 F 303 861 3027 DOORS 10 FIRE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS, 0225 MAIN STREET UNIT C101 PER LIFE SAFETY DWGS EDWARDS , COLORADO 81632 11 FOR GAUGE OF EXTERIOR STUD WALL REFER TO STRUCTURAL DRAWINGS 970 926 8960 F 970 926 8961 12 ALL COLUMNS ON THE GARAGE LEVEL, LEVEL 1 , AND LEVEL 2 ARE TO MAINTAIN A 3 HOUR ASSEMBLY AS DETAILED ON SHEET A13 01 U N O 13 ALL COLUMNS ON LEVEL 3 THROUGH LEVEL 8 ARE TO MAINTAIN A ONE HOUR ASSEMBLY, EXCEPT FOR ALL COLUMNS LOCATED IN THE LOADING DOCKARE TO HAVE A 3 HOUR ASSEMBLY 14 REFER TO SHEET A13 01 FOR INTERIOR WALL TYPES 15 REFER TO SHEET Al2 02 FOR EXTERIOR WALL TYPES 16 ALL FULL SIZE PARKING SPACES TQ BE 9' x 18' AND COMPACTS NOT TO BE LESS THAN 8' x 16' ALL DRIVE � AISLES TO BE 24' MINIMUM FOR TWO WAY TRAFFIC AND 16' MINIMUM FOR ONE WAY TRAFFIC FOR 60° ANGLED PARKWG 17 ANGLED PARKING TO BE 60° U N O 18 REFER TO SHEET A13 03 FOR INTERIOR CEILING � I PENETRATIONS, WALL PENETRATIONS, AND WALL � JOINING AND SEALING DETAILS U N O R HITE T 1936 MONTAUK HIGHWAY BRIDGEHAMPTON , NY 11932 631 537 3555 F 631 537 0558 210 Edwards Village Blvd , Suite D-207, PO Box 878 Edwards CO 81632 970 926 4151 ISSUE/REVISION DATE NO OWNER REVIEW 16APR08 CONSTRUCTION DOCUMENTS 8AUG08 TOWN OF VAIL UPDATE 5FEB09 1 REVISIONS /' DESCRIPTION DATE NO ASI 2-UL UPDATING 21AUG08 1 ASI 12-WALL CHANGE AT GRIDS 27APR09 2 B + 20 T O V UPDATES O4NOV08 3 CCD 059 10NOV08 4 1 2 3 1 4 5 6 7 V 2 9 10 CCD 058 -WEST TRELLIS 25NOV08 5 4 0� 4 p CCD 056 -STOREFRONT 25NOV08 6 CCD 067 - STOREFRONT 12DEC08 7 10' - 3" 26' - S 1 /8" 11 ' - 7 3/8" 6' - 0" 5' - 5" 10' - 4" 21 ' - 4 3/4" 19' - 1 1 /8" UPDATES 9' - 10 1 /2" 2 - 5 3/4" TOV RESPONSE 09JUL09 8 ' - 5 1 /2" (FF = 100'-0") 99' - 9" CCD 118 22JUN09 9 � � � � ( FF = 100'-0") 99' - 9" � TOV UPDATE 28SEP09 10 _ C3 . 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' 2 G E N E RAL N � TES �pDF F B�� P o �j� � r 3g�� 21 2 23 4 05 2 25 4 05 26 2 28 � , „ . „ , „ , „ , „ , „ , „ 19 - 1 19 - 1 7/8 23 - 10 16 - 8 1 /8 19 - 0 1 /2 15 - 3 1 /8 7 - 4 1 DO NOT SCALE DRAWINGS IF CRITICAL DIMENSIONS DO NOT APPEAR ON THE DRAWINGS, NOTIFY ARCHITECT �� 18' - 8 1 / " 27' - 10" ' - 1 5/8" 34' - 1 3/4" 26' - 3 7/8" 5' - 5 5/8" ' - 10 1 /8" 2 IF DISCREPANCIES OCCUR BETVIIEEN DRAWINGS OR BEfWEEN THE DRAWINGS AND SPECIFICATIONS, NOTIFY t' THE ARCHITECT FOR RESOLUTION 3 ALL PLAN DIMENSIONS LOCATING GYPSUM BOARD 4 PARTITIONS ARE TO FACE OF STUD, U N O — — — — — — — — — — — — — — — — — — — — — — — — � 4 FINISH DIMENSIONSARE TO THE FACE OF FINISH AND P 12 0 NOTES ' FIN" OR "CLR" � . � • � � � • � � � • � • 4 0 5 FLOOR PLANS NOTE LARGER STUDS AT PLUMBING WALLS, � � J� p+� � � {- } � A ELECTRICAL PANELS , & WASHER BOXES TO ALLOW �"'� � �• �/'�` ,r' � �- �' : ;/ :� ;' � �� / /f -/'�,� � ,� f1 �' /l �` ;f , /./� � � �J f` JrF � ' /f' � � r� t,/ / r' • �` /✓ � ° : / 1"l ,f �,� / �/�' r�.�' ,�'; -/f i` /�� /� /�" l` / /,/ . �/',%�f�✓"f` rYf// � �� ,� �/ /f �' � � f�' '� < / „fif l• �,/F .P / �� • RATWGSION INTO WALL PROVIDE CONTINUOUS FIRE � � � • � 11 /4" � ( 6 DOOR ASSEMBLIES W CORE & SHELL ARE 6° FROM FINISH I � 3' - 4 3/4" ' - 6 1 /8" J • FACE OF ADJACENT PARTITION TO EDGE OF DOOR LEAF , � • � I '�r' � UNO I � I ' '� % I � � 7 REFER TO WALL TAGS, WALL TYPES, AND LIFE SAFETY TO � 15 � R �' l � � M SEE FIRE RATINGS, SOUND RATING , & DETAILS � � f` � � � � I � - I � ASSOCIATED ' o � C MPACT � C MPACT � f - n V � � ' 8 AREAS WITH DEFERED SUBMITTAL TAG INDICATE 2301 BLAKE ST , STE #100 I � �/' ' � � � � _ ' DIAGRAMATIC PURPOSES ONLY DENVER COLORADO 80205 I � I 71 70 � 69 68 67 � 'f,� � P 2 5 � I / � I � 9 DOORS A N I C H A R D W A R E O N A L L E L E C T R I C A L R O O M 3 0 3 8 6 1 8 5 5 5 F 3 0 3 8 6 1 3 0 2 7 T ' • '� I 1 I � � 10 FIRE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS, 5 PER LIFE SAFETY DWGS A5 24 I � � A5 26 � 1 P25 . '� � I EDWARDS CO ORADO 16301 � � � � f 11 FOR GAUGE OF EXTERIOR STUD WALL REFER TO �, AD 80 - 9 1 /2 � P 12 0 I � � STRUCTURAL DRAWINGS 970 926 8960 F 970 926 8961 � I • � P16 (11 /A13 03) � P20 j � 12 ALL COLUMNS ON THE GARAGE LEVEL, LEVEL 1 , AND � � � f P25 (/ � LEVEL 2 ARE TO MAINTAIN R 3 HOUR ASSEMBLY AS B — � — DETAILED ON SHEET A13 01 U N O � t • • • `�j�� • � 13 ALL COLUMNS ON LEVEL 3 THROUGH LEVEL 8 ARE TO � ' I ( � x I I N MAINTAIN A ONE HOUR ASSEMBLY, EXCEPT FOR ALL � P20 � r� COLUMNS LOCATED IN THE LOADING DOCKARE TO HAVE � / � N A 3 HOUR ASSEMBLY 16 , � I 14 REFER TO SHEET A13 01 FOR INTERIOR WALL TYPES 98 7 A5 27 � � � N � 15 REFER TO SHEET Al2 02 FOR EXTERIOR WALL TYPES 0 ' � 16 ALL FULL SIZE PARKING SPACES TO BE 9' x 18' AND DN 5 /o ' LOCATE WALLS AS CLOSE TO DUCT � COMPACTS NOT TO BE LESS THAN 8' x 16' ALL DRIVE . � N . A S P O S S I B I L E T O A L L O W M O R E � � - AISLES TO BE 24' MINIMUM FOR TWO WAY TRAFFIC AND 16' � P2 /. � I SPACE ON OFFICE SIDE MINIMUM FOR ONE WAYTRAFFIC FOR 60° ANGLED 'i � � PARKING I �� 1 � °, ,y 17 ANGLED PARKING TO BE 60° U N O � � , 18 REFER TO SHEET A13 03 FOR INTERIOR CEILING BA I 1 N ' " • / � PENETRATIONS, WALL PENETRATIONS, AND WALL �i 0$ � 4 0 JOINING AND SEALING DETAILS U N O —� . . �... ..� — _ � 6' - 4 3/4" A5 25 C� RIDOR OFFICE � I � 4 = � = ARHIT 9 E T � I °' 147A � _ � � � � � � 1936 MONTAUK HIGHWAY 401 `- � � ' 401 P20 P4 f � T' 6RID37 3 55 FT63N 37 0558 I � AD 0' - 9 1 /2' ( FF = 100'-0") 8' - 7" � 147 f � � ' � 210 Edwards Village Blvd , Suite D-207, PO Box 878 I � I ( DIRECTION L I \ � 147B ; I Edwards , CO 81632 970 926 4151 I �. , OFFICE ; � � DELINEAT RS D ' A "' 147B ISSUE/REVISION DATE NO 0 60 59 58 � I � P � � 0o I I 2 � � OWNER REVIEW 16APR08 t' • • A5 30 ,� � ch CONSTRUCTION DOCUMENTS 8AUG08 � O AD 80'-9 /2" 2 � � a, TOWN OF VAIL UPDATE 5FEB09 ' i � P20 j I ¢ � P12 � . 0 / � REVISIONS � � ' ,r�` "" ' '," " �"'.%' ` /� . ' �� , �� , � � — DESCRIPTION DATE NO O `y r � � � � p� 4 y � ASI 2-UL UPDATING 21AUG08 1 ' � � � ' � ASI 22- DETAIL WALLADDITION 060CT08 2 F � � ' � — CCD 067 - STOREFRONT 12DEC08 3 ADA �AN CMPT CMPT i � � T I I � TOV RESPONSE 09JUL09 4 � , m 0 5 55 56 57 y � � � MIN HEIGHT � 5 � ;r, _ � • � TOV UPDATE 28SEP09 5 r 7'-6" AFF , „ , „ ; C° �°,� CCD 161 03SEP09 6 "' THROUGH-OUT 4 0 5 30 1 � 1 1 10 1 /8 i � G � — GARAGE LEVEL �'' y 3' - 4 3/�" 7' - 4" y ( F = 100'-0") 98' - 7" I _ 3 1 /2" R � - ;r � ( _ M v �� 'v � / � M • P14 c+� • � (11 /A13 03) � � MIN HEIGHT 8'-2" AFF Q P25 176 . - �� . � � v � � � Of lsQ� 2 0 "' EXIT ' � ' � � 2 �'9q � I E �`�� T PASSAGEWAY P M � N 4 0� R 4� UP 2 % � 150 � � r � , � ADAMS � � r � � � - 1 � 16 ( FF = 100' 0") 98' - 7" P25 % o � � co P25 _ � o � _ � � ,� , �P16 117A - - �� N ;� c.i �� ,p � V N I \(11 /A13o3) BOWLING 7' - 33/8" 3' - 43/4" m - - - - � � �' YS �� ,� STAINED CONC CONC - r � I FD ARG � --I-- - �-- - - 3 / � 114 � 2' - 1 3/8" R � iE - — - f 3 � (11 /A13 03) 5 98' - 7" °' 4 0 P20 � - - - - i� � � 4 2 P16 P25 � ii �R u � ( FF = 1 0'-0") 98' - 7" � ii ii � � J � � P25 _ �� - - - - � ! _ — � f ` M � IF - - 11 130o C3 � �- - - - - � � � �/ -- I — — — — — � � - - — — — — � - - � ✓ — °�° (FF = 100'-0") 99' - " � T T , - � \ � P25 � � � i� �i ,j c� � �� , II - - - - �� l �,(� � , �, � �� _ II II � / \ I \ J � � v � � �ORRIDO 5 - 61 /2 P25 N �r - - - - � `r ` �� .- � m - - - - 7i y � � I O� � 0 P25 T 121 ALIGN P13 � �� - - - - -�u � `'' � UNDERSIDE OF STAIR TO BE W .. � I � u- - - - - -u ; 0 2HR HORIZONTAL ASSEMBLY � n/ - � - - � - � - � - � • - � • u u f � I.J-- � � — —J � � P25 P25 � 41,�.' � =/"�`r't,✓�'�:'�.'��/,,;i��,✓�/�f��r',.�'�i�'�/�'i` ' � � � � � P25 � ,, � . � �� • � � • // x�� .� �/ � � , � ,� � � �, (FF= 4A0=A� i � DN j -rf. 1 �'�f� DN f -L LL � / � 2' - 8 5/8" � -/ ,r �/, - � � � o ( ° � �� ' � } in (FF = 100'-0") 99' - 9" 25 r��i � � ' � P25 � � C3 3 - 7 3/8 � � �. � � , li rn � (3) RISERS � '� � P13 i 5 S�S UP � � � � � � � � � � � O M U ° - . � r . 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R - — � C3 r �, _ � � �, C3 . 5 � Zo S P1 4 2 � — - 2 'f74" , S� o ( FF = 100'-0") 99' - 9"� � / � ( FF = 100'-0") 99' - 9° ,, . . 3 111S 4 15 � BoW� � N � A��EY � NTAKE = LEVEL 1 ENLARGED � 3 40 5 ' — ' 30 ,, �� 42 � 40 PLAN -AREA #4 � . � � �,, � A3 10 Z � f A2 60 / r C3 C3 . � ��X'I J �j • • V a FL � , / PLOTTED 10/8/2009 9 08 41 AM • / : T � � '�%� / — CHK' D BY Maggie Fitzgerald, AIA MATCH LINE �/ OO COPYRIGHT2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS � � � � � � RE 1 /A2 12 � � � 1 ( FF = 100'-0") $9' - 9" � 7 2 � � � � 40 40 405 � LEVEL 1 - REA #4 1 /$�� = 1 �-O�� (ALL PLANS THIS PAGE) � 2 � 22 � 3 2L�. 2rj 26 27 2 $ FINAL CD ISSUE - 8 AUG 08 D P A PRO,1�� ,�{�D BY 06232 00 D�C 2 2 �Q ��ualt Colorad� - . � ` GENERAL NC� TES � 1 DO NOT SCALE DRAWINGS IF CRITICAL DIMENSIONS DO NOT APPEAR ON THE DRAWINGS, NOTIFY ARCHITECT � 2 IF DISGREPANCIES OCCUR BETWEEN DRAWINGS OR d BETWEEN THE DRAWINGS AND SPECIFICATIONS, NOTIFY THE ARCHITECT FOR RESOLUTION 3 ALL PLAN DIMENSIONS LOCATING GYPSUM BOARD • PARTITIONSARE TO FACE OF STUD, U N O � � 4 FINISH DIMENSIONS ARE TO THE FACE OF FINISH AND NOTES ` FIN° OR "CLR" � � 5 FLOOR PLANS NOTE LARGER STUDSAT PLUMBING WALLS, � i� � Y'� � 9 '�^ �^' � ELECTRICAL PANELS , & WASHER BOXES TO ALLOW � � �rt � RECESSION INTO WALL PROVIDE CONTINUOUS FIRE RATING 6 DOOR ASSEMBLIES IN CORE & SHELL ARE 6° FROM FINISH FACE OF ADJACENT PARTITION TO EDGE OF DOOR LEAF, UNd 7 REFER TO WALL TAGS, WALL TYPES, AND LIFE SAFETY TO SEE FIRE RATINGS, SOUND RATING , & DETAILS ASSOCIATED 8 AREAS WITH DEFERED SUBMITTAL TAG INDICATE 2301 BLAKE ST , STE #100 DIAGRAMATIC PURPOSES ONLY DENVER, COLORADO 80205 9 NOTE PANIC HARDWARE ON ALL ELECTRICAL ROOM 303 861 8555 F 303 861 3027 DOORS 10 FIRE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS, 0225 MAIN STREET UNIT C101 PER LIFE SAFETY DWGS EDWARDS , COLORADO 81632 11 FOR GAUGE OF EXTERIOR STUD WALL REFER TO STRUCTURAL DRAWINGS 970 926 8960 F 970 926 8961 12 ALL COLUMNS ON THE GARAGE LEVEL, LEVEL 1 , AND LEVEL 2 ARE TO MAINTAIN A 3 HOUR ASSEMBLYAS DETAILED ON SHEET A13 01 U N O 13 ALL COLUMNS ON LEVEL 3 THROUGH LEVEL 8 ARE TO MAINTAIN A ONE HOUR ASSEMBLY, EXCEPT FOR ALL COLUMNS LOCATED IN THE LOADING DOCKARE TO HAVE A3 HOUR ASSEMBLY 14 REFER TO SHEET A13 01 FOR INTERIOR WALL TYPES 15 REFER TO SHEET Al2 02 FOR EXTERIOR WALL TYPES 16 ALL FULL SIZE PARKING SPACES TO BE 9' x 18' AND ' COMPACTS NOT TO BE LESS THAN 8' x 16' ALL DRIVE AISLES TO BE 24' MINIMUM FOR TWO WAY TRAFFIC AND 16' i MINIMUM FOR ONE WAY TRAFFIC FOR 60° ANGLED ' PARKING 17 ANGLED PARKING TO BE 60° U N O 18 REFER TO SHEET A13 03 FOR INTERIOR CEILING PENETRATIONS, WALL PENETRATIONS, AP1D WALL I JOINING AND SEALING DETAILS U N O , '� A T � � 1936 MONTAUK HIGHWAY � BRIDGEHAMPTON, NY 11932 631 537 3555 F 631 537 0558 210 Edwards Village Blvd , Suite D-207, PO Box 878 Edwards, CO 81632 970 926 4151 ISSUE/REVISION DATE NO OWNER REVIEW 16APR08 CONSTRUCTION DOCUMENTS 8AUG08 TOWN OF VAIL UPDATE 5FE609 REVISIONS � DESCRIPTION DATE NO ASI 2-UL UPDATING 21AUG08 1 CCD 056 -STOREFRONT 25NOV08 2 CCD 067 - STOREFRONT 12DEC08 3 UPDATES 1 � 4 05 11 12 13 14 15� � g 17 18 19 20 21 4 20 ? ? 23 ?� 8' - 10 7/8" 18' - 3 1 /8" 24' - 4 1l4" 23' - 11 1 /2" 18' - 11 1 /8" 5' - 5 1 /8" 13' - 7 7/8" 13' - 6 1 /8" 5' - 6 7/8" 21 ' - 10" 19' - 1 " 19' - 1 7/8" 23' - 10" f'� o� � °� o ( FF = 100'-0") 99' - g„ ,/ � � � � � � � ( FF = 100'-0") 99� _ 9�� I 1 ' - 2 1 /4" ( i�� `, � � � � 3 18' - 7 3/8" 8' - 7 3/8" (FF = 100'-0") 99' - 9" MATCH LINE _ — � �+l cr� � � "� � G s` � � �� i* • �t — — — — — — — — — — — RE 1 /A2 11 � 2s — — — — — — �� . � � - � (; - � �j � j � � � � ' � 12 � � �FF = 100'-0") 99' - 9�� I C3.. � " � f � / I I I t I I � A2 60 � BOWLING ALLEY INTAKE ��ti �j;. 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P A PROJEC�� 06232 00 � � �A�E�u►!� Colorado �. GENERAL NaTES 1 DO NOT SCALE DRAWINGS IF CRITICAL DIMENSIONS DO � NOT APPEAR ON THE DRAWINGS, NOTIFY ARCHITECT 2 IF DISCREPANCIES OCCUR BETWEEN DRAWINGS OR BETWEEN THE DRAWINGS AND SPECIFICATIONS, NOTIFY THE ARCHITECT FOR RESOLUTION 3 ALL PLAN DIMENSIONS LOCATING GYPSUM BOARD PARTITIONS ARE TO FACE OF STUD, U N O � 4 FINISH DIMENSIONSARE TO THE FACE OF FINISH AND NOTES ' FIN" OR "CLR° � 5 FLOOR PLANS NOTE LARGER STUDS AT PLUMBING WALLS, � ��"'� M '� '� tC�, ELECTRICAL PANELS , & WASHER BOXES TO ALLOW '� RECESSION INTO WALL PROVIDE CONTINUOUS FIRE RATING 6 DOOR ASSEMBLIES IN CORE & SHELL ARE 6" FROM FINISH FACE OF ADJACENT PARTITION TO EDGE OF DOOR LEAF , UNO 7 REFER TO WALL TAGS, WALL TYPES, AND LIFE SAFETY TO SEE FIRE RATINGS, SOUND RATING , & DETAILS ASSOCIATED 8 AREAS WITH DEFERED SUBMITTAL TAG INDICATE 2301 BLAKE ST , STE #100 DIAGRAMATIC PURPOSES ONLY DENVER, COLORADO 80205 9 NOTE PANIC HARDWARE ON ALL ELECTRICAL ROOM 303 861 8555 F 303 861 3027 DOORS 10 FIRE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS, 0225 MAIN STREET UNIT C101 PER LIFE SAFETY DWGS EDWARDS , COLORADO 81632 11 FOR GAUGE OF EXTERIOR STUD WALL REFER TO 970 926 8960 F 970 926 8961 STRUCTURAL DRAWINGS 12 ALL COLUMNS ON THE GARAGE LEVEL, LEVEL 1 , AND LEVEL 2 ARE TO MAINTAIN A 3 HOUR ASSEMBLY AS DETAILED ON SHEET A13 01 U N O 13 ALL COLUMNS ON LEVEL 3 THROUGH LEVEL 8 ARE TO A3 02 MAINTAIN A ONE HOUR ASSEMBLY, EXCEPT FOR ALL COLUMNS LOCATED IN THE LOADING DOCKARE TO HAVE � � 2 A 3 HOUR ASSEMBLY � 2 � 2 2 14 REFER TO SHEET A13 01 FOR INTERIOR WALL TYPES 4 p 4 � 4 0 t44 0 4 05 4 0 4 05 15 REFER TO SHEET Al2 02 FOR EXTERIOR WALL TYPES e , 16 ALL FULL SIZE PARKING SPACES TO BE 9' x 18' AND 7 g g 10 z 11 12 13 14 15 16 17 18 19 20 Z 21 22 23 24 25 26 27 28 COMPACTS NOT TO BE LESS THAN 8� X � 6' ALL DRIVE 1 � 3 4 5 6 AISLES TO BE 24' MINIMUM FOR TWO WAY TRAFFIC AND 16' J J PARKING FOR ONE WAY TRAFFIC FOR 60° ANGLED = 5' - 5 1 /8" 5 - 6 7/8" = 17 ANGLED PARKING TO BE 60° U N O � _ 5�� ' - 107/8�� U _ , _ _ _ ' - ' _ _ � _ _ - _ 18 REFER TO SHEET A13 03 FOR INTERIOR CEILING 10 3 26 8 1 /8 11 7 3/8 6 0 10 4 21 4 3/4 19 1 1 /8 Q 27 5 1 /8 18 3 1 /8 24 4 1 /4 23 - 11 1 /2 18 11 1 /8 13 7 7l8 13 6 1 /8 Q 21 10 19 1 19 1 7/8 23 10 16 8 1 !8 19 0 1 !2 15 3 1 /8 7 4 PENETRATIONS WALL PENETRATIONS, AND UVALL JOINING AND SEALING DETAILS U N O � � — — — — — — — — — — — — — — — — — — — — — — — — — — — — ........ ... . ,.,>..:.::. : .;. .. . .., ,., ,.... . . . ..... , ....::: .>..:. . .... . :...:::::.:.>:. ::.. ,>..:::.: ,.. ......... ... . ..... . ....... . . ....... , ..::::: «.. .. . .,,,... .. ............. .. . > .., .� , . ,......., >,. .>:;>: ::>:.:::.. .....:. .. .. .. . ..... . . ...... .. .. ....... .. . . . ..... . . . ... . .... ... . ...:. ..............,.... ..,........,...,. ,,,.,...,... .... .. ... ....... .. . ....... ..... . ..... ......,,, ... .. ............. , . . . . . T . T . . � , ... .. . * : . R , » . . . . :. . . , .. . , . . .. .. . . ».. : . . .* . . . , . , _ . . » . � . , : ... . . r . . . .. . . . .. . � � . . _ . . , . . . � . . . . .. . . .* , . . . , � . , . . . . . � . .. . . . , . . . . . . . . . *. , . . , . . .� . . . . . .. . . . .. . . . ... , ,. . . . . . �.. , , . .�. . A . . . . . . . . . � . . . .. . ,.: . .. . .. . ... .. . . : . . . . . � � I � '� � � " � CM�T � I � : 1936 MONTAUK HIGHWAY I I ` I � � CMP � CMPT �MPT � � � / ::: CMPT CMP a: � I CMPT CMPT I CMPT CM T v _ � _ BRIDGEHAMPTON , NY 11932 0 � 1 � 14 13 12 e co \ � 24 3 22 21 0 _ _ - _— 19 ,. 17 16 >: 0 � 631 537 3555 F 631 537 0558 39 38 I 4 37 36 35 34 33 32 _ 3 30 29 28 2 26 25 � / ::: 0 0 � � :::: °r° ;' � � ; ; I , � I ; ; ', � '' , ` 210 Edwards Village Blvd , Suite D-207, PO Box 878 \ I ` � ' _ 1632 , ;: <:: ; � > , ;: , _ e „ , �„ '` Edwards, CO 8 A2 21 -A � , .. 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'"� � � � , � �;'::�':; �� , . :'�:;<'; �� : � � = ;:� :�;. ::_' � I � . � � � 15 o AssociArEo � COMPACT I � � COMPACT 15 COM � ACT 15 � COMP CT 15 f +COMPACT I � 8 AREAS WITH DEFERED SUBMITTAL TAG INDICATE 2301 BLAKE ST , STE #100 : . ,... � �, .,,. ,,., � � ,;: . `. .. ,... _, � , , ,:., ,., ,:,.: , � ,.. ,.._, / .,, ; ; � DIAGRAMATICPURPOSESONLY DENVER, COLORADO80205 �� ,: � 34 �� ;. ; �� 3 � ° „ ��} '2�; � , �$ ;. „ � < ?L�,F /�, ;2`a 24 :. 23 j 2�r: 21 2� I � 9 DOORSANIC HARDWARE ON ALL ELECTRICAL ROOM 303 861 8555 F 303 861 3027 1 � � 1' � '� � _ 10 FIRE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS, 0225 MAIN STREET UNIT C101 � % I I � I % I j I ( � I � I � � PER LIFE SAFETY DWGS EDWARDS , COLORADO 81632 ,r ` � � � 11 FOR GAUGE OF EXTERIOR STUD WALL REFER TO 970 926 8960 F 970 926 8961 � � � fi � � � � , STRUCTURALDRAWWGS l � i� 12 ALL COLUMNS ON THE GARAGE LEVEL, LEVEL 1 , AND � I � l � ` � � LEVEL 2 ARE TO MAINTAIN A 3 HOUR ASSEMBLY AS B — � — , ; — — i, — — — — � — — � — B DETAILED ON SHEET A13 01 U N O � �� 08' - 0 15/3 " r �� ` � 13 MAIN AIN A O E HO REASSEMBLY, EX EPT FOR ALLO 101 ' - 4 5/�2" I 102' -� � � 105' - 4 1 /4" � I 106 - 8 9/3 �� I 104 - 0 7/32 COLUMNS LOCATED IN THE LOADING DOCKARE TO HAVE � �� A 3 HOUR ASSEMBLY � 14 REFER TO SHEET A13 01 FOR INTERIOR WALL TYPES � 15 REFER TO SHEET Al2 02 FOR EXTERIOR WALL TYPES 16 ALL FULL SIZE PARKING SPACES TO BE 9' x 18' AND COMPACTS NOT TO BE LESS THAN S' x 16' ALL DRIVE I I I I I I I I I AISLES TO BE 24' MINIMUM FOR TWO WAY TRAFFIC AND 16' �, I M . FO R ROW MINIMUM FOR ONE WAY TRAFFIC FOR 60° ANGLED PARKING 0 17 ANGLED PARKING TO BE 60° U N O � I 18 REFER TO SHEET A13 03 FOR INTERIOR CEILING � r- PENETRATIONS, WALL PENETRATIONS, AND WALL � C � � I � � � I —I I - - I- — ('� �OINING AND SEALING DETAILS U N O v 3 3 4 3 107' - 8 1 /2' - �, A5 07 �� f�6 A5 08 o A R H I T E T � I STAIR TO LEVEL N � � �F= 114' - 0 3/32" ) 5 5 I ( FF= 114' - 0" ) 27 - 2 6� _ 8 5�8�� N ALIGN I I I , „ , „ v 1936 MONTAUK HIGHWAY 1 PARKING r , BRIDGEHAMPTON , NY 11932 27' - 2" P15 , P17 j 45 44 43 42 41 40 P17 A IGN P15 COMPACT ' 631 537 3555 F 631 537 0558 P15 / , � � f 10 210 Edwards Village Blvd , Suite D-207, PO Box 878 . . � . . . � � � , * � , 47 46 ;/ �f',�` / �'f�` �,�f�/ / f.� �/ � J.1//.�i''� . �f✓ /1' I' ,�`/_ y �' " uu � x '� l�, ' �/'!�/,� %�1// 1', ',�'�i'/,/f./r' ,�'///?`i'�'1'//>///�'s,�,�'� ��/`t//l/� Edwards, C O 81632 - - % � - - - - - - - - - y � Pio y i = yiva�b4� 5� ,�' $TA►� R$ i i i i i i i i i N �� P15 � ;. 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ELECTRICAL PANELS , & WASHER BOXES TO ALLOW t"�� r+ � � �� r' � � � RECESSION INTO WALL PROVIDE CONTINUOUS FIRE ' / � I � SWEEPER � ' ( 6 DOOR ASSEMBLIES IN CORE & SHELL ARE 6" FROM FINISH � • � 6" CONC CURB STORAGE � • I UAN O OF ADJACENT PARTITION TO EDGE OF DOOR LEAF , I � � I � I � � I I I I 253 � j ' 7 REFER TO WALL TAGS, WALL TYPES, AND LIFE SAFETY TO � � _ % COMP CT • � • � SEE FIRE RATINGS, SOUND RATING , & DETAILS / OMPACT o I � P20 � I I �. M ASSOCIATED li ' • �/• 15 � �/� � � o0 8 AREAS WITH DEFERED SUBMITTAL TAG INDICATE 2301 BLAKE ST , STE #100 19 � 17 16 °r° , ` 14 3 12 1 � ,� I � � DIAGRAMATIC PURPOSES ONLY DENVER, COLORADO 80205 y I � P5 � � � � 9 NOTE PANIC HARDWARE ON ALL ELECTRICAL ROOM 303 861 8555 F 303 861 3027 ,.�'� � � � � � DOORS � I � I � I I I I I I 10 FIRE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS, � � I � I � I 0225 MAIN STREET UNIT C101 �'� � ' '�+ � • � 6" CONC CURB � � PER LIFE SAFETY DWGS EDWARDS , COLORADO 81632 � ,� 16 253 / 11 FOR GAUGE OF EXTERIOR STUD WALL REFER TO � 16 � ' � � I � 16 � STRUCTURAL DRAWINGS 970 926 8960 F 970 926 8961 � � � / � y � 12 ALL COLUMNS ON THE GARAGE LEVEL, LEVEL 1 , AND — - % , , — — — — R � LEVEL 2 ARE TO MAINTAIN A 3 HOUR ASSEMBLY AS 108' - 10 15/16" � P5 P20 �` I "' DETAILED ON SHEET A13 01 U N O i . . � • � • � • � • � • 16 � 109' - 4 5/8" I � I I � � � ,/ • I 13 ALL COLUMNS ON LEVEL 3 THROUGH LEVEL 8 ARE TO MAINTAIN A ONE HOUR ASSEMBLY, EXCEPT FOR ALL COLUMNS LOCATED IN THE LOADING DOCKARE TO HAVE � � � I A 3 HOUR ASSEMBLY I A�5� � I;UM� T- - - � � N 14 REFER TO SHEET A13 01 FOR INTERIOR WALL TYPES SNOW MELT RE MECHANICAL — (WARPED SLAB) � 15 REFER TO SHEET Al2 02 FbR EXTERIOR WALL TYPES � c� 16 ALL FULL SIZE PARKING SPACES TO BE 9' x 18' AND I I I I I I �I j I ' COMPACTS NOT TO BE LESS THAN 8' x 16' ALL DRIVE I U P 5% � I � AISLES TO BE 24' MINIMUM FOR TWO WAY TRAFFIC AND 16' � � ; MINIMUM FOR ONE WAY TRAFFIC FOR 60 ANGLED % PAR KI NG U � COMPA T ; _ 17 ANGLED PARKING TO BE 60° U N O 3 � 18 REFER TO SHEET A13 03 FOR INTERIOR CEILING I I HOT APPLIED I I I I �I � � PENETRATIONS, WALL PENETRATIONS AND WALL R N E WATERPROOFING � — — — — — � — � � JOINING AND SEALING DETAILS U N O TERMINATION 6" CONC CURB � � � � I M COMPA T � \ � I � , „ � , „ � � � � 2 � % � � N R HITE T 4 - 51 /4 5 - 95/8 y \ � 0' - 2 23/32" � � � � 1936 MONTAUK HIGHWAY � � � � � � � � � � � � � � � � BRIDGEHAMPTON , NY 11932 o� � , � � 631 537 3555 F 631 537 0558 COMPA T , � . p� g 210 Edwards Village Blvd , Suite D-207, PO Box 878 I � I i I I 0� � EaWa�as , co e� sa2 �� ` 970 926 4151 — — — — 110' - 4 11 /16" / , � ,�c �� — — — — — — — ` — I � ih 0 8 � � �� 6� � �� ' 9 5/8" 10' - 4 7/8" 13' - 9 7/8" 8 3/8" j � � ISSUE/REVISION DATE NO r I i I � � I � I � � � OWNER REVIEW 16APR08 � SENSOR LOOP y � � _ 7�� BI LEVEL P20 � , ' � P15 � , � l !, o � CONSTRUCTION DOCUMENTS 8AUG08 ELECTRICAL �( FF = 114'-0") 113' - 9" � % DRAIN ��\ gARRIEIR GATE \ � / A5 30 ,= � � � v TOWN OF VAIL UPDATE 5FEB09 METERS \ _ . _ _ � I 2„ � � . i � 1' � 1 223 — .�� -rr ' i ` — � — i " � � - • �` , — � � � REVISIONS � � r � 'ir��> ri��%�.lj/ f �f/ , ,. ��i ! _ ' �- _ / " ��r� � � ~ c � �� ; �� f� � , ' ' DESCRIPTION DATE NO � 110' - 2 3/4" �'' CURB �'� , � � '�, �1 � N P2 1 ' - 7 1 /2° � � � � � � � % I ° c� 6' - 4 3/4" B O I L E R F L U E ( FF= 113' - 9" ) ( ( I j � � A S I 2 6-P A R K I N G I S L A N D D I M S 1 7 0 C T 0 8 1 12 - 0 � � bo _ — — — R O _ CHASE _ NO FINISH FLOOR � _ _ TICKET VERIFI R _ � � � � � : _ I � o C CCD 056 -STOREFRONT 25NOV08 2 R O NO GYPCRETE P7 P2� I PZ� 247 � I 12' - 0" 12' - 0" � I � f , T r CCD Date 3 � ' • ; , � � c�v RF1930 09FEB09 4 `y � m I � P20 I � LECOM � � TICKET DISPENSER I P20 I � `- °�° N � � _ �� N � _ �� _ �� , ' , RFI 616 20MAR09 5 co � M 15 2 7/8 � N 6 6 3/8 � 2 1 /2 19 5 ; �o RFI 1173 12MAY09 6 ° °° p � 224A I I � � �, � ' _ � _ � _ _ _ _ _ _ _ _ _ i � /'± � TOV UPDATE 28SEP09 7 io - — • � M �' � � � I , I � � � h, � �� CCD 159R1 29SEP09 8 P20 I " CCD 162 04SEP09 9 � `o ' � � 224A �- — — — � � — — — J i • � w � Q r� AS I 068 09N OV09 10 � I "' P25 (FF = 114'-0") 113' - 9" _ (, �;' � � • � � • ; � � � � � � :�. � • � � � • • � • • � • BARRIER GATE f - � D 196 01 DEC09 11 PA �, P2 o P20 � ;i CCD 197 - �2DEC09 12 P25 � C O _ 35 _ �_ _ � "' _ _ ¢ _ _ _ I _SENSOR LOOP �_ _ _ � P20 _ � � � � O co 0o r � `�' 'v � � 3� _ 9�� 6� _ 4,� � ' i� i i P2 � � � � ; r' I � r '� � 0 0 - � � % � cv �� M - { TELECOM � r � CONC CURB DIM � ' � y � � � � ° °° T �' � � ADAMS ' � � `� 224 � ' � �� - - - — P2o • � - � � � „ �( FF = 114'-0") 113' - 9" SPA � STORAGE I _ � I ° � I I I I � ,J P2 � 224 c� P3 � P25 , P20 � 'v . / � � 0 � V � � � �, < � � � � 235 9' - 11 1 /2" 244 FINISH , � (WARPED SLAB ) I y o � � 2 A3 12 ��s�, G�� p�f I I oAR M 4 - 9 I , M 22sa _ HOUSEKEEPING � % N �, � I I rL I T _ r n � I � OFFICE I _ I I � I , i � CV r ( FF = 114'-0") 113' - 9" r� 5 � � �o P3 � �o � LOUVER NO GYPCRETE � / 254 M � P20 � _ � P25 P2 44 M 254 BREAK ROOM _ N A5 23 � � M ( "' P2 :- / 225 � CURB � , � � , J — � � �' 12' - 3 3/8" a, P3 14' - 5 5/8° °,' — � — � — — — � � I f ' \ � I 09B `- N � �� — — — 5�3 si8° 5� - � �i2° — TOILET — ° — — — — — — � — — ; � �� r , ` ' � � ' f1 ' ' - 2 1 /4" / 256 A5 0 _ �\ K V P3 STORAGE - - - � � I ;, NI J — — - � STORAGE P� I � I I N I � MI � 255 -�� B � O _ � � . � , _I � - 8 1 /4" � / �D I 256 � 3 � N • � � o . 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"�' % � o � • \\'�a • � " S � ° '� ,� � °` ' � LEVEL 2 ENLARGED . I � �� , � � � z � � � 4' 03/4�� ° i i r i i i i � PLAN —AREA #4 , T � g . P15 � J 11 E1 / , � 211WE N � 7 ( U Q \�� 3 11 � � ^ � / '�� O ch \ � . Q- A6 0 , � � / ° AD � C3 C3 � � " � � � � PLOTTED 12/3/2009 11 30 17 AM -) � I � � \ �' / � CHK' D BY Maggie Fitzgerald AIA , MATCH LINE � � ' ' � � � �TAKE � ° SUPPLY DUCT � �O COPYRIGHT2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS � � � r' � � �ABOVE FOR � � � � � RE 1 /A218 � � � � � � � � � � � �� ' RETAIL211 n ' � � � r • �, , E I C 05 � � � LEVEL 2 - AREA #4 � � � � �, � 1 /8" = 1 '-0" (AFINAL CD IISSUE - 8 AUG 08 , , D P A PROJE�E�� ED BY 06232 00 . . DEC 2 2 �n�� . - - - • — • — • — • - - - - - • — • - - - • — • - - � �AFE�ui1E ��t��ado i� ,�.....-�,. GENERAL NOTES � 1 DO NOT SCALE DRAWINGS IF CRITICAL DIMENSIONS DO � 2 FO ISCR PANCNES OCCURWBNETWE N D AWINGS OR BETWEEN THE DRAWINGSAND SPECIFICATIONS, NOTIFY THEARCHITECT FOR RESOLUTION - 3 ALL PLAN DIMENSIONS LOCATING GYPSUM BOARD PARTITIONS ARE TO FACE OF STU�, U N O ; 4 FINISH DIMENSIONS ARE TO THE FACE OF FINISH AND NOTES ` FIN° OR °CLR" 5 FLOOR PLANS NOTE LARGER STUDS AT PLUMBING WALLS, � � �!^I" �"'� 9 � �� ELECTRICAL PANELS, & WASHER BOXES TO ALLOW � �"�' � RECESSION INTO WALL PROVIDE CONTINUOUS FIRE RATING 6 DOOR ASSEMBLIES IN GORE & SHELL ARE 6" FROM FINISH FACE OF ADJACENT PARTITION TO EDGE OF DOOR LEAF , UNO 7 REFER TO WALL TAGS, WALL TYPES, AND LIFE SAFETY TO SEE FIRE RATINGS, SOUND RATING, & DETAtLS ASSOCIATED 8 AREAS WITH DEFERED SUBMITTAL TAG INDICATE 2301 BLAKE ST , STE #100 DIAGRAMATIC PURPOSES ONLY DENVER, COLORADO 80205 9 NOTE PANIC HARDWARE ON ALL ELECTRICAL ROOM 303 861 8555 F 303 861 3027 DOORS 10 FIRE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS, 0225 MAIN STREET UNIT C101 PER LIFE SAFETY DWGS EDWARDS , COLORADO 81632 11 FOR GAUGE OF EXTERIOR STUD WALL REFER TO 970 926 8960 F 970 926 8961 STRUCTURALDRAWINGS 12 ALL COLUMNS ON THE GARAGE LEVEL, LEVEL 1 , AND LEVEL 2 ARE TO MAINTAIN A 3 HOUR ASSEMBLY AS DETAILED ON SHEET A13 01 U N O 13 ALL COLUMNS ON LEVEL 3 THROUGH LEVEL S ARE TO MAINTAIN A ONE HOUR ASSEMBLY, EXCEPT FOR ALL COLUMNS LOCATED IN THE LOADING DOCKARE TO HAVE A 3 HOUR ASSEMBLY 14 REFER TO SHEET A13 01 FOR INTERIOR WALL TYPES 15 REFER TO SHEET Al2 02 FOR EXTERIOR WALL TYPES 16 ALL FULL SIZE PARKING SPACES TO BE 9' x 18' AND � COMPACTS NOT TO BE LESS THAN S' x 16' ALL DRIVE AISLES TO BE 24' MINIMUM FOR TWO WAY TRAFFIC AND 16' MINIMUM FOR ONE WAY TRAFFIC FOR 60° ANGLED � PARKING 17 ANGLED PARKING TO BE 60° U N O 18 REFER TO SHEET A13 03 FOR INTERIOR CEILING I PENETRATIONS, WALL PENETRATIONS, AND WALL JOINING AND SEALING DETAILS U N O I il R HI E T 1936 MONTAUK HIGHWAY BRIDGEHAMPTON , NY 11932 631 537 3555 F 631 537 0558 210 Edwards Village Bivd , Suite D-207, PO Box 878 Edwards, CO 81632 970 926 4151 � ISSUE/REVISION DATE NO OWNER REVIEW 16APR08 CONSTRUCTION DOCUMENTS 8AUG08 TOWN OF VAIL UPDATE 5FEB09 REVISIONS � 4 � DESCRIPTION DATE I NO I CCD 056 -STOREFRONT 25NOV08 1 1 11 12 13 14 15 16 17 18 19 20 21 22 23 40 24 8' - 10 7/8" 18' - 3 1 /8" 24' - 4 1 /4" 23' - 11 1 /2" 18' - 11 1 /8" 5' - 5 1 /8" 13' - 7 7/8" 13' - 6 1 /8" 5' - 6 7/8" 21 ' - 10" 19' - 1 " 19' - 1 7/8" 23' - 10" MATCH LINE I � � � � � � I ( I I I ' OF C �C � • � • � � • � . � • � . � • � • � • (FF = 114'-0") 113' - g,� � � � �� fi ^ -�IT�� ,' � � C3. . � �.�� yC RE 1 /A217 _ _ - - - - - - - - - - - � ° • �, — — P15 — —� 1 ) � D�,v� S � � � RETAIL 3 �� 4 i., � 211 A5 28 211 W D � � _ I � � � "�_ � � �a ' � 3.. � 5' - 6 1 /2" N �j V SI007C 2 '� � . . � . , ,� �;�� 1�CG � �o �t9. � P2� ��. 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RE LANDSCAPE PLAN FOR ICE RINK DESIGN '� �'" ,;`, ,,,,, � 1 68 � � ;,,;�,, ' '' ` _I � I I I I I 60 i � � i W � , � ' � j � W — — , — — — — —, — — — — ---� — — — —�--- — 1--- — — r-- — i 1--- — — — — �' — — — — r — ---� � c.� z / . ° ao � i , � � o . - , _ o � � � � � ( � � / � 4 05 � � O Q }. / 0 Q I-- • � - / � • � - � • � • � • �' � � � LJ.. � � N J W � W i i i i i i i i i i i � ' i i i � J a.. � � � / A5 15 � O / � (n u� U ► ► ► i i / i i i Q � � � - - - - - - - - - - - - - - - - - - - - - W W — Cn _ _ � — � _ � � � ' � `t > �C 1 4 4 I I I I _ � � / � � � � � `� � � � J ( � � / — — — — — — — — — — � j rn �./ ! � / � � � � SEE LANDSCAPE PLAN FOR EXTERIOR � LANDSCAPING IN PLAZA AREA i I ' - � � � � � � � � � � � � � � � � � � r / � / � / N , ( I � ' I I I I I I I � � � I I I I I / � I I I I I I I I I � - - - - - - - - � � - - - - - �' - - - - - - - - - - Y ; � - � , , � ' � i i i i i i i i i i , � � _ � � � LEVEL 2 ENLARGED � � � � � - ' � � i � i � � i ; � i ! �' i PLAN -AREA #5 ' - ` _ - — - �. i i i i i i i i i i i _ _ � - - - � - - - ! W _ PLOTTED 2/24/2009 6 12 40 P Z � — — — — — — � CHK' D BY Maggie Fitzgerald, AIA J ' N U Q O COPYRIGHT 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS r � � N SHEET NUMBER � J L EVE L 2 - AR EA #5 (ALL PLANS THIS PAGE) � � 1 /8" = 1 '-0" D P A PROJECT # RE� � �VV�ED �232 00 FINAL CD ISSUE - 8 AUG 08 DEC 2 2 �0 ��u�� oiorado G E N E RAL N OTES ., r�P ,a� ,� �, � �� d»j�3�33P ?�;5 ��,9g;g� ;��,�� C1 DO NOT SCALE DRAWINGS IF CRITICAL DIMENSIONS DO NOT APPEAR ON THE DRAWINGS, NOTIFY ARCHITECT 2 IF DISCREPANCIES OCCUR BETWEEN DRAWINGS OR BETWEEN THE DRAWINGS AND SPECIFICATIONS, NOTIFY THEARCHITECT FOR RESOLUTION 3 ALL PLAN DIMENSIONS LOCATING GYPSUM BOARD PARTITIONSARE TO FACE OF STUD, U N O > � 4 FINISH DIMENSIONS ARE TO THE FACE OF FINISH AND I� NOTES ` FIN" OR "CLR" 5 FLOOR PLANS NOTE LARGER STUDS AT PLUMBING WALLS, � � � Arc hi � �� ELECTRICAL PANELS , & WASHER BOXES TO ALLOW RECESSION INTO WALL PROVIDE CONTINUOUS FIRE RATING 6 DOOR ASSEMBLIES IN CORE & SHELL ARE 6° FROM FINISH FACE OF ADJACENT PARTITION TO EDGE OF DOOR LEAF , UNO 7 REFER TO WALL TAGS, WALL TYPES, AND LIFE SAFETY TO SEE FIRE RATINGS, SOUND RATING , & DETAILS ASSOCIATED 8 AREAS WITH DEFERED SUBMITTAL TAG INDICATE 2301 BLAKE ST , STE #100 DIAGRAMATIC PURPOSES ONLY DENVER, COLORADO 80205 9 NOTE PANIC HARDWARE ON ALL ELECTRICAL ROOM 303 861 8555 F 303 861 3027 ' DOORS 10 FIRE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS, 0225 MAIN STREET UNIT C101 PER LIFE SAFETY DWGS EDWARDS , COLORADO 81632 I 11 FOR GAUGE OF EXTERIOR STUD WALL REFER TO I STRUCTURAL DRAWINGS 970 926 8960 F 970 926 8961 12 ALL COLUMNS ON THE GARAGE LEVEL, LEVEL 1 , AND LEVEL Z ARE TO MAINTAIN A 3 HOUR ASSEMBLY AS I DETAILED ON SHEET A13 01 U N O 13 ALL COLUMNS ON LEVEL 3 THROUGH LEVEL 8 ARE TO � A3 02 MAINTAIN A ONE HOUR ASSEMBLY, EXCEPT FOR ALL � COLUMNS LOCATED IN THE LOADING DOCKARE TO HAVE 2 1 14 RE ER T SSHEET A 3 01 FOR INTERIOR WALL TYPES II � 2 15 REFER TO SHEET Al2 02 FOR EXTERIOR WALL TYPES 4 03 2 , 1 2 � � 4 � 16 ALL FULL SIZE PARKING SPACES TO BE 9' x 18' AND 1 2 3 4 5 6 7 g 4 03 g 10 z 11 12 13 4 ° 14 4 ° 15 16 17 18 19 20 z 21 22 23 4 05 ` 24 25 2g 2� 2g COMPACTS NOT TO BE LESS THAN 8� X , 6' ALL DRIVE � AISLES TO BE 24' MINIMUM FOR TWO WAY TRAFFIC AND 16' J J MINIMUM FOR ONE WAY TRAFFIC FOR 60° ANGLED 10' - 3" 26' - 8 1 /8" 11 ' - 7 3/8" 6' - 0" 10' - 4" 21 ' - 4 3/4" 19' - 1 1 /8" = 27' - 5 1 /8" 18' - 3 1 /8" 24' - 4 1 /4" 23' - 11 1 /2" 18' - 11 1 /8" 13' - 7 7/8" 13' - 6 1 /8" = 21 ' - 10" 19' - 1 " 19' - 1 7/8" 23' - 10" 16' - 8 1 /8" 19' - 0 1 /2" 15' - 3 1 /8" 7' - 4" PAR KI N G 2 17 ANGLED PARKING TO BE 60° U N O 5' - 5" f' 8' - 10 7/8" � �� 5' - 6 7/8" F- B 18 REFER TO SHEET A13 03 FOR INTERIOR CEILING � Q 5 - 5 1 /8 Q PENETRATIONS, WALL PENETRATIONS, AND WALL 7' - 2 1 /2" � 29' - 3 1 /4" � 79' - 0 1 /4" � 18' - 5 3/8" _ 17' - 4" � � 41 ' - 8 3/4" � 23' - 1 3/8" � 38' - 3 1 /8" � 17' - 0 1 /8" � � 53' - 5 1 /8" � 10' - 0 5/8" 7' - 10 1 /4" � � I JOINING AND SEALING DETAILS U N O — — — — � — — — — — — — — — — — — — — — — — — — — — 3 — C � 6', - - / A408 . - � HITE T I �O �' A5 27 6 /� a so �/ /"\ � � � ° AD 120'-8 1 /�AD 120'-8 1 /4" � 0 I � � � � � �'� ��I ^� 1936 MONTAUK HIGHWAY I I I F E -° D ,1,'L � j � �� BRIDGEHAMPTON , NY 11932 � I I � � �. 5 tA5 27 631 537 3555 F 631 537 0558 I - _ _ � \ � , � A2 21 -A ° � � � \ � � / 210 Edwards Village Blvd , Suite D-207, PO Box 878 � — —t° A� Ii Zo -� °�,�rzo=� i � — — �� — �- — — — —� � u' I � - � _ � _1 0 . _ _ _ � ° AD 120'-8 /4" co � o ' \� 2s _ B Edwards CO 81632 � I AD 120'-8 1 /4" o �_ �� \ � 970 926 4151 , N � / A 120 81 /4 � � �� I - � � � �O \ � / ��Q� I ISSUE/REVISION DATE NO I I p I I I _ _ �`' � � �° � / WNER REVIEW 6 R08 I I �_ _ I I _ I I _ � I I _ I _ _ _ � _ � � I �N I � _ I I � T I I \� � � _ � sz; C�ONSTRUCTION DOCUMENTS 8AUG08 ' — C �° � � � \ � �� TOWN OF VAIL UPDATE 5FE609 � � 1 � N I w N N I I / � I I v 4 01 REVISIONS � 401 r 0 � � ° AD 1� 20'-81 /4" ° IAD 120'-81 4° � ° AD 12�'-81 /4 ' � � I DN � � ' DN > . , , = r , . - � � - � j � \ � � � � � ,,� DESCRIPTION DATE NO I I � ' \ 3 _ D ASI 2-UL UPDATING 21AUG08 1 I UP _ y P _ _ % � / ��. 4 08 ~ � � T O V UPDATES O4NOV08 2 � — — I — I — — -� — � � � , — � — — � — � � � � ' —�— — -� - � — � — I � , o � � � � , � � � . � �� o o � o o � � � � , � . � ' - � � � � � '�� \ — � � ---- - ,' , . - — — —0 — -- , , � , _ -- - - - — - - � , , F E � R`ti � � � A3 03 1 1 � °� '- 1 /� � F E - — — — � F E — — � - — ' � �� io � I I I I -�- � / �� F E ; ` -- I G / DN 2 �� — — I — — — — — — � � — — — — — / — \ — - ,�\�L — 4 0 — � � 2 .• '`4 � � 2 2 \ , , o 4 29 � � ° AD � 20'-8 1 / ■ � � I � � � � � � � � -� � / - '` \ N i 4 29 � Cio� � RE . A2 . 21 , � , � � , � ��a � � RE . A2 . 23 � � � � � . � � R ° i i , i i � — � — � �— — � — — � — —� � F 74 — � �— — �- — � � � M � ��i-�ti�ts �#�,�.- � N — — — , , , , � —� — — — — � _ — _ — — � .— — — — . D 2"— — /- - � - - - - - - ' ` r � - � � � � • _ _ _ _ � i � � ; , � � , A3 02 ��c �� ` I - - � M �+ ' � � � M - � ' � � � ��'D AC�G 1� � ' � — — UP -- — — — — — — — — — — . — — \ A.3 FJ � � N i � M I� � 1� � , i . i y � . F < < . t i .� � 7 � � ' L�— � � UP " '_`_` o? � � �— � � I —� i� `�' � - - - 7 _ 1 < DN M M � � �P 4 08 ' N N � — � — — — — — — — — � - / / — IVI � " � F E I F , , , , , � y f _ AD 1 7'-0 3/4" I � � AD 128 -2 1 /2" � ` �O 28 -5 I — — _ _ , �, o _ _ N 2 I � _ - �- _ _ � -T- I -� r � � O I �i- � AD 85'�" � 4 09 0 - � c i � AD 1 8'- 1 /2" � - 4 09 ° OD 127'-2 3/ " OD 127'-2 /4" ° �* ``' " U � I T � � I� a' — — � -2 �t4" � �� — - `D, — — D �7�� , ° _ _ ° o AD 127'-0 1 4" `� — � —��? _ °- — — — — T' � 4 p J � � ° �� 2�� _ _7 0 3/4 � � OD 127 -2 3/4 / I o� J � � � � a �D 128'- / " 5 M � I � � 5 _ � ° AD 12 -0 3/4 � � � � � � � 1 4' - 1 1 " 4' - 6 3/4" = I - W ` ■+ OD 127 23/4_7' 03/ ci 3 � '_ ' � "?7 - 3 � �/ 4 09 1 � 4 � AD 128'-2 1 /2" \ 00 , 4 09 � � �8 � 5 � 5 ' 4 09 — � `w 1 6' - 0" 4' - 11 " � . I ' / � � �24 AD 128 -2I /2" 4 � � � � � _ _ � � 15' - 3 1 /2" 12' 4 1 �2" � ° O D 127'- 3/4" °a � �� _n �i4�� — � — —�— — � � � — —� — — � / 0 12�`-0 -1 /4" — —F — � — — w Q Q r � � OD 127 3/4 OD 1 7'-2 3/4" ° o AD 28'-2 1 /2" / N � � ° AD 128' 1 /2" OD 128'-5' � �' � � O O 1 — — — � — ° AD 127'- 3/4" — — — — — — � — I — — — — — / — � O —� �. � I I � ` i� � � � A3 07 � � � � � M � � � � Q � - � � �' `� � o AD 128'-2 1 /2„ C ��/ ��/ N — — — — - � — — — — 3 3 01 2 — — — — - c' — — 27'_-9 1 ' — — — _ v' � � LL Il � � � , ~ W � � M I ° AD 127'- 3/4" / �'' I I z M OD 28'-5" � � � � � C O W � � I � �N �P I I I I I I I I I I = i I I � � I , N G -� �- O 0 0 � � Q � 4 0 �" O � � _ - - - - - - - - � - - - - - - - Cn � � �MATCH LINE � � I � � � � � � I� � �� j� � � I MATCH LINE T � � � Q � � 1 I I I I � � ° D 127'-0 3/4" � � � � � � � � � � � � � o AD 28'-2 1 /2" � � � � w J � ^ NJ — ' � ° AD 85'�" � � � n/ � I..� � ' I I I � / I I ' — � _ � _ � _ � _ � _ o OD 127'2 3/4" � — � —ih — � — � — � — � � — � — � — — � — � � � � — I 1 J � lJ O N � = I v / � ° AD 85'-6" o / v J � 1 � o � �� — — — — — — — — — — — — � — — — — — — � v � � i � � � AD 28 -21 /2 � � � � � � � � � � � � / � � � I � � X , ; ,. , . , , � 1 � ; % ` UP % I � II I ° AD 85'�" _ , r °N � � I I � I I I I I I I I I I I � / I I I I I I I I � � 1 - _ , , , , � - - - - - - - - - � - - - - - - - �/�/ I � I I I I � / I I I I I I _ I _ I _ � �_ _ I _ _ I _ I _ _ I _ I _ I _ _ I _ I _ _ I _ I _ _ x � 1 I � , M � I ° I / � I I I ° � I � I . I I � I I I I I I �I- I I I I I I , o — — — — � ' � / ' I v I � � � � � � � � � I I � � - - - -�- - - - � - -� -� j - � - - -E - - I - -4 - -� I - - Y � I i � � � — � � LEVEL 3 PLAN — � _ , I � I 6' - 8" ' - 6 3/8" 29' - 1 1 /4" I 6' - 6 3/8" 4' - 11 " 35' - 6 7/8" 20' - 8" 39' - 4" _ � 60' - 8" I 39' - 4" I 20' - 8" 34' - 7" 24' - 0" 21 ' - 4" 19' - 0 1 /2" I 15' - 3 1 /8" � OV E RA L L I - - - - W 6' - 10 1 /2" — — — — — _ — — — _ — — — z — — — — — — — — — — — — — — Z - - J 1 2 V 1 1 7 PLOTTED 10/5/2009 8 32 15 AM 4 0 4 0 Q 4 0 4 0 4 0 CHK' D BY Maggie Fitzgerald, AIA � � OO COPYRIGHT2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS A3 01 N SHEET NUMBER � LEVEL 3 1 / 16 'I -O (ALL PLANS THIS PAGE) � " ' " FINAL CD ISSUE - 8 AUG 08 D P A PROJEC��`� I ��ED BY 06232 00 D �� 2 `� rs�3��l1��' � -aE$.i�I�. U� _.�.--w-,. GENERAL N � TES � 1 DO NOT SCALE DRAWINGS IF CRITICAL DIMENSIONS DO NOT APPEAR ON THE DRAWINGS, NOTIFY ARCHITECT �;o , 2 IF �ISCREPANCIES OCCUR BETWEEN DRAWINGS OR BETWEEN THE DRAWINGS AND SPECIFICATIONS, NOTIFY ;�'� ', THE ARCHITECT FOR RESOLUTION 3 ALL PLAN DIMENSIONS LOCATING GYPSUM BOARD I PARTITIONS ARE TO FACE OF STUD, U N O > 4 FINISH DIMENSIONSARE TO THE FACE OF FINISH AND NOTES ' FIN° OR "CLR° 5 FLOOR PLANS NOTE LARGER STUDS AT PLUMBING WALLS, � � � � � p-� h � � } � ELECTRICAL PANELS , & WASHER BOXES TO ALLOW � � � << RECESSION INTO WALL PROVIDE CONTINUOUS FIRE RATING 6 DOOR ASSEMBLIES IN CORE & SHELL ARE 6" FROM FINISH FACE OF ADJACENT PARTITION TO EDGE OF �OOR LEAF , UNO 7 REFER TO WALL TAGS, WALL TYPES, AND LIFE SAFETY TO SEE FIRE RATINGS, SOUND RATING , & DETAILS ASSOCIATED 8 AREAS WITH DEFERED SUBMITTAL TAG INDICATE 2301 BLAKE ST , STE #100 DIAGRAMATIC PURPOSES ONLY DENVER, COLORADO 80205 9 NOTE PANIC HARDWARE ON ALL ELECTRICAL ROOM 303 861 8555 F 303 861 3027 DOORS 10 FIRE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS, 0225 MAIN STREET UNIT C101 PER LIFE SAFETY DWGS EDWARDS , COLORADO 81632 11 FOR GAUGE OF EXTERIOR STUD WALL REFER TO STRUCTURAL DRAWINGS 970 926 8960 F 970 926 8961 � 12 ALL COLUMNS ON THE GARAGE LEVEL, LEVEL 1 , AND LEVEL 2 ARE TO MAINTAIN A 3 HOUR ASSEMBLY AS 'I DETAILED ON SHEET A13 01 U N O ' 13 ALL COLUMNS ON LEVEL 3 THROUGH LEVEL 8 ARE TO MAINTAIN A ONE HOUR ASSEMBLY, EXCEPT FOR ALL COLUMNS LOCATED IN THE LOADWG DOCKARE TO HAVE ' A 3 HOUR ASSEMBLY 14 REFER TO SHEET A13 01 FOR INTERIOR WALL TYPES � 15 REFER TO SHEET Al2 02 FOR EXTERIOR WALL TYPES II 16 ALL FULL SIZE PARKING SPACES TO BE 9' x 18' AND � COMPACTS NOT TO BE LESS THAN 8' x 16' ALL DRIVE �� AISLES TO BE 24' MINIMUM FOR TWO WAY TRAFFIC AND 16' , MINIMUM FOR ONE WAY TRAFFIC FOR 60° ANGLED I PARKING ' 17 ANGLED PARKING TO BE 60° U N O 18 REFER TO SHEET A13 d3 FOR INTERIOR CEILING i PENETRATIONS, WALL PENETRATIONS, AND WALL i JOINING AND SEALWG DETAILS U N O I I IT AR H E T 1936 MONTAUK HIGHWAY BRIDGEHAMPTON , NY 11932 631 537 3555 F 631 537 0558 210 Edwards Village Blvd , Suite D-207, PO Box 878 Edwards , CO 81632 970 926 4151 ISSUE/REVISION DATE NO OWNER REVIEW 16APR08 CONSTRUCTION DOCUMENTS 8AUG08 TOWN OF VAIL UPDATE 5FEB09 ' � REVISIONS DESCRIPTION DATE NO ASI 2-UL UPDATING 21AUG08 1 CCD 058 -WEST TRELLIS 25NOV08 2 CCD 062 - RETAIL 201 02DEC08 3 6 1 2 B 403 40 1 2 3 4 5 6 7 8 9 10 10' - 3" 26' - 81 /8" 11 ' - 73/8" 6' - 0" 5' - 5" 10' - 4" 21 ' - 43/4" 19' - 11 /8" 3' - 1 /4" 1 ' - 11 3/4" MATC H L I N E I 9' - 8" 6" ( 3' - 3/4" ' - 1 1 /2" 10' - 9" 2' - 10 3/8' 10' - 4 7/8" � 17' - 4 3/8" I 4' - 11 5/8�" � � � � � � i � � ALIGN ' � 1G � � � CRE 1 /A2 21 � 3 �� T . . . . 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GENERAL N � TES � 1 DO NOT SCALE DRAWINGS IF CRITICAL DIMENSIONS DO NOT APPEAR ON THE DRAWINGS, NOTIFY ARCHITECT 2 IF DISCREPANCIES OCCUR BETWEEN DRAWINGS OR BETWEEN THE DRAWINGS AND SPECIFICATIONS, NOTIFY THE ARCHITECT FOR RESOLUTION 3 ALL PLAN DIMENSIONS LOCATING GYPSUM BOARD 1 � 1 1 � 1 �3 1 �t 2 1 15 3 � V 1 / � IV 1 �9 2 V PARTITIONS ARE TO FACE OF STUD, U N O � 4 FINISH DIMENSIONSARE TO THE FACEOF FINISH AND 4 0 4 0 NOTES ` FIN° OR "CLR° A3 42 5 FLOOR PLANS NOTE LARGER STUDSAT PLUMBING WALLS, � � � Archit �� 2 ELECTRICAL PANELS , & WASHER BOXES TO ALLOW 8' - 10 7/8" 18' - 3 1 /8" 24' - 4 1 /4" 23' - 11 1 /2" 4 2 18' - 11 1 /8" 1 5' - 5 1 /8" 13' - 7 7/8" 13' - 6 1 /8" 5' - 6 7/8" RECESSION INTO WALL PROVIDE CoNTINUOUS FIRE RATING 4 23 6 DOOR ASSEMBLIES IN CORE & SHELL ARE 6' FROM FINISH 4 I I 4' - 10 3/4" 5' - 0 3/4" 11 ' - 10 3/8" 2' - 6 3/8" 2' - 6 3/8" 18' - 10 3/4" 2' - 6 3�8" 11 ' - 10 1 /4" 5' - 0 3/4'� 4' - 10 3/4" I I I FACE OF ADJACENT PARTITION TO EDGE OF DOOR LEAF , 3 UNo 4 2 A3 44 2 A3 45 2' - 6 � �2�� A5 24 7 REFER TO WALL TAGS, WALL TYPES, AND LIFE SAFETY TO 2 � � � � � � � ` ASSOCIAT DTINGS, SOUND RATING , & DETAILS � � ' � ' � � � ' � � ' � ' � ' ' 8 AREASWITHDEFEREDSUBMITTALTAGINDICATE 2301 BLAKEST , STE #100 � A3 43 1 - ' � � DIAGRAMATIC PURP05ES ONLY DENVER, COLORADO 80205 I A I M � - ` - , � � — - 4 — � 9 NOTE PANIC HARDWARE ON ALL ELECTRICAL ROOM 303 861 8555 F 303 861 3027 , � � � � � � � � � � � . � , � DOORS 2 2 3 41 � 10 FIRE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS, 0225 MAIN STREET UNIT C101 DRIVE AISLE/ DROP OFF AREA/ VALET • PER LIFE SAFETY DWGS EDWARDS , COLORADO 81632 ' 11 FOR GAUGE OF EXTERIOR STUD WALL REFER TO 970 926 8960 F 970 926 8961 � 1 RE L NDSCAPING DN UP - STRUCTURAL DRAWINGS I 49 4 � 1 'v • , '12 ALL COLUMNS ON THE GARAGE LEVEL, LEVEL 1 , AND � I I FLAT I � I �E AILED ONT HE T A 3I 01U N OUR ASSEMBLY AS 13 03 13 ALL COLUMNS ON LEVEL 3 THROUGH LEVEL 8 ARE TO 5' - 5 1 /2" 11 ' - 10 1 /2" 64' - 10 1 /8" 3 ' - 3 1 /8" 17' - 0 1 /8" I MAINTAIN A ONE HOUR ASSEMBLY, EXCEPT FOR ALL _ EQ EQ • COLUMNS LOCATED IN THE LOADING DOCKARE TO HAVE , , . . � . � . , � � � � � A 3 HOUR ASSEMBLY / 3' - 81 /8" 6 - 83/4" 3' - 111 / ' bo � � �� 3/8" . � . � . . � . . � . � . 14 REFERTOSHEETA1301FORINTERIORWALLTYPES ,, ,� ,�,, ,,,�,,,�,,,,, , ,�,, � � , � �� - . , . , I I 15 REFER TO SHEET Al2 02 FOR EXTERIOR WALL TYPES � � 83/8 _ � 6 0 � 12WA1 12WA � , R O � � ' ` M r � , 16 ALL FULL SIZE PARKING SPACES TO BE 9' x 18' AND � SIDEWALK � 8 3/8" � 1A COMPACTS NOT TO BE LESS THAN 8' x 16' ALL DRIVE B � , � � — OR ONE WAY TRAFFIC FOR Y GLED ND 16 _ � ,_ , $ 3/$ � • � � — — � � � � AISLES TO BE 24' MINIMUM FOR TWO WA TRAFFIC A — — � � — — ° _ — , — — — � MINIMUM 60° AN � 49W A 349W B = � _ �� _ �� 1 ' - 1 7/8" � �' \ ° � ' ca ' � � � �� 3' - 4" 5' - 4" 3 - 2 „ C1 , 2W A 'F 2 � � PARKING F i � 1 9 5/8 1 0 3/4 5 - 8 5/8 • , � � � 5 - 10 7/8 9 1 /2 I 17 ANGLED PARKING TO BE 60° U N O C 1 = � 6' - 8 3/4" 6' - 9 1 /8" 3' - 4 3/4" I 9' - 9 7/8" F I N 6' - 8 5/8" 3' - 11 1 /4" � � `� 2' - 0 1 /2" 2' �- 5 1 /8" � 4' - 0 3/8'� " 6' - 9 5/8" ' 6' - 8 3/ �4" ' - 8 1 /8" 6' - 8 3/4" , r ti FIREPLACE � 18 REFER TO SHEET A13 03 FOR INTERIOR CEILING , � R O R O • FIN FIN pN I ' ' 1 ' - 5 7/8" R O - O O NING AND SEALING DETAILS U O S, AND WALL 4 08 bo \ I � 3' - 11 1 /4" F I N I W 1 A 9 5/8" N . r N 1 - 3 7/8' . � � . � � , w I � , � � � � . �� ` �, _ o ' - 61 /2„ „ — M _ . UNIT AR C3. 2A I � 49W C 1 49W C � 349W D • " `"' 22 I � _ O 22S p • 322W - � I � H IT E T I C1 9' - 9 7/8" � N � C1 312 � r- M 2 - FITNESS c � • — • — • � • • • — • — • • — - " � " ' — ' ASSAG WAY 2 � 1936 MONTAUK HIGHWAY 349 ASSAGEWAY � � C1 � 342 4 07 BRIDGEHAMPTON , NY 11932 ' � T Ci22S B 22S C O_ _ _ � � N r I T _I 4 n 631 537 3555 F 631 537 0558 C � — � — — I � P25 21 S D 21 S B � — �� P25 � � C1 _ ` 210 Edwards Village Blvd , Suite D-207, PO Box 878 w 26' - 11 /4" 5' - 8 7/8" 10' - 2 1 /8" 5' - 6 1 /8" M C � _ � s C1 r`S _ Edwards, CO 81632 N ' � g^ r P25 P25 � � w � � 970 926 4151 1 P1 ' � � 4 3' - 7 3/8" 3' - 0 3/8" = i� 4 01 � - � � I A5 07 = - VEST "'�' � � ISSUE/REVISION DATE NO �� P15 27' - 2" N � 2'� - 9 5/8" 5' - 7 1 /8" � 17' - 6 1 /2" � • 6' - 1 1 /8" 11 ' - 6 7/8" � I II � �� P25 t t 321 L �� J P13 P25 °�.,° P19 ALIGN � � P19 • � • • 27' 2' - - � � � P13 � � � IGN � � OWNER REVIEW 16APR08 . . �� c� � � � M • . CONSTRUCTION DOCUMENTS 8AUG08 � �1'�f / � �',�� ,�/� ` �/r'/� ,�i.�,� .�i�'� �' �`,�`��'�i`�� j � C � C1 � �///y/r; 4-3 ��•%��1' /�`j�'//l�/l�/,��/ , yl,�/ l�/; p� TOWN OF VAIL UPDATE 5FEB09 P15 '` � i i $�A►� R$ i i P15 � P20 � P20 - — — ;�:�-�, � ,--r� — - . • ,/ i o - _ � � � ��'' � ��`� � i i i i i i i , /. � �` i i � i � DN � o N � � P20 � � STAIRS � A �8 REVISIONS � i , , � ✓, i i i i i i i� i i �` D `r' I l i �- -� �FF--92� -3` � � y P20 P19 N r � io • P20 � . � � � � � � � � � � in D DESCRIPTION DATE NO � � � I CORRIDOR � ; �, `� FIRE COMMAND � P20 ' � P� 5 �.� — �� r I ,� i i i i � P � P20 � ROOM - M . 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W � � M = I I P1 I I I I I M = T � j � W � � Z K MjM o � M M � ' N � _ � N T � � � � � � N 5 K 0 � S 2 A3 20 A3 20 1 _ � 12 6 ' O ; 3 5W D � I � ' � � I � c� p o _ � � O O T � � i � , 306W C ° � .- ° O Q - - ` , M � T � � � p� Z� � Q � � ' M � g C � � � L M , �, - - - - � - - � -- - - - - - � M L � � M � I I I N ALIGN � N � I `r' 00 I I ' t ' ' ` � `� O W � M � ' � � T � � \ � r \ 1 � ' � J � � � � O M M O O -- I 0 WC3 — — — — — � N — oo — — — — 06WD1 2 � � �t oo � v ° 4 - M O , v � � 407 � - o � 42 � oo v ir, , 06WD � 30 } � � q� 407 � � � , , , � ,-� owc � ; r M , Q J � ALIGN � a, � A � � � � / � � - - - T - - _ � T_ ■ � � _ / 8 1 — � �- --- - , � { OPW V1tE N W 05W B 2 05W B 1 05W A 2 05W A 1 w � „ ih 'v W 06W F 1 06W E 2 W � N � � > I..t� `° `r' 22S 'v C° ° � d M M I r�- M -- - -- M ` . - - � � A � " \ N � � 5 5/8" � � 5 5/8" � � � � 4 2 � � 7 °, . N � 5 5/8" �� 5/8�� . 0 . c� � _ � � ° O D 127' � - 2 1 /4" 5' - 4 3/ " 6' - 7 1 /4" 5' - 4 3/4" 3' - 2 1 ' 5' - 3/8' I N A4 26 "' " � • 6" 6' - 9 3/4" - 2 1 /4" ' _ 4 3/4" ' _ 1 /4" ' _ 4 3/4" 3' - 2 1 /4 '�'-2 3/4" o r � O • � • r � r O ;� RO RO , „ RO RO , „ z °, , „ Z , _ „ � , „ RO RO RO RO � O � � 39 4 2 1 3/8 I � � 40 2 1 /2 � 16 3 ' 2 1 1 /8 • 39 4' D 127'-0 1 /4" � P - - - - - - � p � - \PATIO DESIGN • • , PATIO DESIGN � � ' RELANDSCAPE i ( � p I „� IG ! -V J/'7 • RE LANDSCAPE A4 30 � 1 � 3 � � � � � � I � ' A4 31 ALIGN g � A4 30 ' I � ' � ' � I � � • � � � � � � � � � � � 16 A3 19 - - - - A3 22 A4 30 - � - i Q — — — — — — — — — — — — — — — — — — — Q I I I I I I I I I I I 2 g I ; 40 40 � � I � � � � � � � � � � R -I - - - - - - - - - - - - - - - -I i i i i i i i i i � LEVEL 3 ENLARGED S _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ PLAN -AREA #3 z � � i i i i i i i i i i z � M J N J N PLOTTED 10/5/2009 8 32 59 AM 2 Q 2 Q � � � � CHK' D BY Maggie Fitzgerald, AIA G � I I I I I I I I I I G � OO COPYRIGHT 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS NSHEET NUMBER ( � LEVEL 3 - REA # T a�a -=-�--e- — — — — — — — — — — — — — — — — — — (ALL PLANS THIS PAGE) R � FINAL CD ISSUE - 8 AUG 08 D P A PROJECT° #'� � 06232 00 r� r_ r � � 7 � I I I I I I I I I I ��uilt Colora o � � � � � � � � � � 21 22 23 24 25 26 27 28 G E N E RAL N OTES �3 � g, � ;��9P°P°°°��,s ;P°�� g�°� 4P9 �� 19' - 1 " A3 38 19' - 1 7/8" 23' - 10" 16' - 8 1 /8" 19' - 0 1 /2" � 15' - 3 1 /8" 7' - 4" 1 DO NOT SCALE DRAWINGS IF CRITICAL DIMENSIONS DO NOT APPEAR ON THE DRAWINGS, NOTIFY ARCHITECT � 1 2 IF DISCREPANCIES OCCUR BETWEEN DRAWINGS OR i 1 4 05 BETWEEN THE DRAWINGSAND SPECIFICATIONS, NOTIFY � I � I I I I 6,, I I I �� THE ARCHITECT FOR RESOLUTION CCD TLS 4 4 0 . � 3 ALL PLAN DIMENSIONS LOCATING GYPSUM BOARD �' PARTITIONSARE TO FACE OF STUD, U N O � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ P17 _ 4 FINISH DIMENSIONS ARE TO THE FACE OF FINISH AND NOTES ` FIN° OR "CLR° 2 �, / 5 FLOOR PLANS NOTE LARGER STUDS AT PLUMBING WALLS, � � � /� �� j {- �� cP• I A5 27 6 ELECTRICAL PANELS , & WASHER BOXES TO ALLOW /"! 1 �i. I I I CCD 052M 3 36— � _ � � � � � � � Q RECESSION INTOWALL PROVIDE CONTINUOUS FIRE 32' - 0 1 /4" 10' - 0 7/8" - / � � � RATING ° %p., I o 0 0 0 6 DOOR ASSEMBLIES IN CORE & SHELL ARE 6" FROM FINISH 2' - 0 1 /8" � � � � � 1 � � � , 1 � �„ �; `��; P17 � ��I� FACE OF ADJACENT PARTITION TO EDGE OF DOOR LEAF , ' 6' - 83/4" 6' - 018" 6' - 03/4" 5' - 1 3/4" 6' - 03/4" 7' - 3" 3' - 1 " � 16' - 11 /8" v 4' - 77/8" �� ' O�, � � UNO � � � ��' I I I 7 REFER TO WALL TAGS, WALL TYPES, AND LIFE SAFETY TO 3 \ ,�570 �,' �570 � R O R O I R O � I � � � � � I 4 0 310W D I \ • I P17 3 SEE FIRE RATINGS, SOUND RATING , & DETAILS > \ ` I \ A5 27 ASSOCIATED I �, ` � / � � , i 3 310W E � � `�' = 8 AREAS WITH DEFERED SUBMITTAL TAG INDICATE 2301 BLAKE ST , STE #100 ° ' sr � \ / A3 36 � ' ; A �: `� �O� �, � � � � _ , DIAGRAn�l,4TIC PURPOSES oNLY DENVER , COLORADO 80205 . � � . 9 NOTE PANIC HARDWARE ON ALL ELECTRICAL ROOM 303 861 8555 F 303 861 3027 1 WB1 12WB2 311WA 311WB `s%p, ,� , 526 � � � \\\ 'QD sr-. �, I 5 A527I 5� DOORS �� S� � � � � � � � � � 10W C \� '' 10W F 1 ��,, �'� ��'� I . FUEL OIL FILL STATION 10 FIRE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS, ,� P17 0225 MAIN STREET UNIT C101 \ �cP si �St, 5 % n�� g\�` ` , ` � PER LIFE SAFETY DWGS "%p,� ' �°/�`� � � ' � � � �W 2 �j � '11 FOR GAUGE OF EXTERIOR STUD WALL REFER TO g 0 926 8960 F�9 09 6 ggg632 12W A 2 �p �'j B 10W C 1 D� . � p = ��p� ,;; � rl. � �`� � �� STRUCTURAL RRAWINGS 311 E1 • �/'% � O OW 3 �� • T ,�''�a, 12 ALL COLUMNS ON THE GARAGE LEVEL, LEVEL 1 , AND ' . � LEVEL 2 ARE TO MAINTAIN A 3 HOUR ASSEMBLY AS _ _ _ _ � S�'i� _ _ _ _ _ / _ � _ _ _ � _ _ _ R DETAILED ON SHEET A13 01 U N O , , ,�� \ � S � 13 ALL COLUMNS ON LEVEL 3 THROUGH LEl/EL 8 ARE TO � �� 31 C �� , „ � . � , / � S � �i�, >, MAINTAIN A ONE HOUR ASSEMBLY, EXCEPT FOR ALL � � 2 - 9 7/8 � - 10 18 - 4 � � / �\ �p� �, � , - O "� �. \ • ` �p � 'S �/ COLUMNS LOCATED IN THE LOADING DOCKARE TO HAVE A3 39 2 \ � � ' 6 � � \ ";� 6'?��u'�� u'i� �'i� /� � A 3 HOUR ASSEMBLY � _ _ , Q' / �� _ 14 REFER TO SHEET A13 01 FOR INTERIOR WALL TYPES �. ; �9 j 15 REFER TO SHEET Al2 02 FOR EXTERIOR WALL TYPES j v v c� ' j � N j 16 ALL FULL SIZE PARKWG SPACES TO BE 9' x 18' AND � M o � � � 4 � , � / i COMPACTS NOT TO BE LESS THAN 8' x 16' ALL DRIVE I I I N �.,� 4 0 310W B �,!� � � � � ' AISLES TO BE 24' MINIMUM FOR TWO WAY TRAFFIC AND 16' �� I I o N � 311 W �' , ;� UNIT / \ � -cTo , MINIMUM FOR ONE WAY TRAFFIC FOR 60° ANGLED i � � �\� � � 310 310W G � PARKING �; � sr-. 17 ANGLED PARKING TO BE 60° U N O M I C1 I � \ � 310 E2 � / �; 18 REFER TO SHEET A13 03 FOR INTERIOR CEILWG 1 � � \ � Q-� \ RE A9 11 � �' PENETRATIONS, WALL PENETRATIONS, AND WALL I, / / JOINING AND SEALING DETAILS U N O '� a os — — � — — � — � � - � — s � � w 4 oa ��, � _ — �� -�— — �� .. i i UNIT M _ � 3 OWA • � 3\ / 310WH ` � �� i ALIGN o �0 2' - 9 7/8" 7' - 10° � � � � '�� , / � 2 312 � � ;� � � - / owi � , � N � � �� 2 AR � HITE T � D 311 F o�\ �� r�`�� , 'L � .. 4 01 UNIT � ` w � � " �\ `��h� �r , ' ��\� 1936 MONTAUK HIGHWAY � BRIDGEHAMPTON NY 11932 ( 311 � 5, _ 6 ��8„ R � `r� � � ��, � � � \� � 631 537 3555 F 631 537 0558 P1 � _ � � � y , � (V � cb �i 6 4 0� 1 r`�� RE A9 12 N 3� - o si4�� `'' ti i ' �' � 4� \ 42 ' . ' O � \ � v 210 Edwards Village Blvd , Suite D-207, PO Box 878 o� 1 ' - 7 1 /8" � " �.� , \�` � 3 Q- `�, , Zo Edwards , CO 81632 I C � I = I '� ,� �O ,� I y, � I � �� i , o� ^ \ � �\ , 310 E1 I `'� a�n a�F a� �� P1 / �b . , � � , `� �� 310W J — — — — � ��, Ri � �>>�� — — R�' h rs�A�` — � ��= — — � � " \ ISSUE/REVISION DATE NO 8�� ,, � � p =„ ' NO GYPCRETE �� _ 3�� / '�� P� ��j � � � �, � �� Q" �r� 310 K ` 3 - 6 3/4' P1 4' - 2 3/4" � � \ P1 � \ �� SANDSTONE CAP OWNER REVIEW 16APR08 5 6 1 /8 11 1 1 /8 5 8 1 /8 3 10 3/4 3 - 5 3/4 3 6 3/4 15 0 1 /4 6 2 1 /2 � �- �%,, � � = ABOVE � �� 9 T - � - - - - - - � \� \ � 310W L ,��L \ � r- ,, , CONSTRUCTION DOCUMENTS 8AUG08 N R O R O R O / � � \ �O `6`��Q,, � � �� \ �� 3�� ° TOWN OF VAIL UPDATE 5FEB09 b P2 P19 P19 , � p • �� • M � O � � _ _ � ^``� �P28 ALIGN � \ _ � �' I � _ W3 � — REVISIONS C1 � DESCRIPTION DATE NO � � ELEC. 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I . � " W , � � _ � � � bo �o ,�✓' — — z _ N — — —� — — CD — — ; — — — — — — — T CHK' D BY Maggie Fitzgerald, AIA N • • I .a. i ,; � J N , 2 5 OO COPYRIGHT 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS = Q 2' - 5 3/4" 5 1 /4" N 4 0 � � � � � � � � 6" 3' - 8 7/8" 5' - 0 3/4" 5' - 0 3/4" 6' - 8 5/8" 4 05 4 0 w , �v SHEET NUMBER Q W RO RO � � 24' - 0" 21 ' - 4" 18' - 5 1 /2" 7" 15' - 3 1 /8" 6' - 10 1 /2" C_ _ 1 � � LEVEL 3 AREA #4 'I /H�� _ 'I �-O�� (ALL PLANS THIS PAGE) D P A PROJECT #RE� ��ED Y FINAL CD ISSUE - 8 AUG 08 06232 00 �,��u�;� Colorado GENERAL NOTES 9� q �9 ; � � 1 DO NOT SCALE DRAW WGS IF CRITICAL DIMENSIONS DO i NOT APPEAR ON THE DRAWINGS, NOTIFY ARCHITECT 2 IF DISCREPANCIES OCCUR BETWEEN DRAWINGS OR BETWEEN THE DRAININGSAND SPECIFICATIONS, NOTIFY THE ARCHITECT FOR RESOLUTION 3 ALL PLAN DIMENSIONS LOCATING GYPSUM BOARD PARTITIONS ARE TO FACE OF STUD, U N O � 4 FINISH DIMENSIONSARE TO THE FACEOF FINISH AND NOTES ` FIN" OR "CLR" 5 FLOOR PLANS NOTE LARGER STUDS AT PLUMBING WALLS, � � � � p•� � � } �� ELECTRICAL PANELS , & WASHER BOXES TO ALLOW � �• RECESSION INTO WALL PROVIDE CONTINUOUS FIRE RATING 6 DOOR ASSEMBLIES IN CORE & SHELL ARE 6" FROM FINISH FACE OF ADJACENT PARTITION TO EDGE OF DOOR LEAF , UNO 7 REFER TO WALL TAGS, WALL TYPES, AND LIFE SAFETY TO SEE FIRE RATINGS, SOUND RATING , & DETAILS ASSOCIATED 8 AREAS WITH DEFERED SUBMITTAL TAG INDICATE 2301 BLAKE ST , STE #100 DIAGRAMATIC PURP05ES ONLY DENVER, COLORADO 80205 9 NOTE PANIC HARDWARE ON ALL ELECTRICAL ROOM 303 861 8555 F 303 861 3027 DOORS 10 FIRE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS, 0225 MAIN STREET UNIT C101 PER LIFE SAFETY DWGS EDWARDS , COLORADO 81632 11 FOR GAUGE OF EXTERIOR STUD WALL REFER TO STRUCTURAL DRAWINGS 970 926 8960 F 970 926 8961 12 ALL COLUMNS ON THE GARAGE LEVEL, LEVEL 'I , AND LEVEL 2 ARE TO MAINTAIN A 3 HOUR ASSEMBLY AS DETAILED ON SHEET A13 01 U N O A3 02 13 ALL COLUMNS ON LEVEL 3 THROUGH LEVEL 8 ARE TO MAINTAIN A ONE HOUR ASSEMBLY, EXCEPT FOR ALL COLUMNS LOCATED IN THE LOADING DOCKARE TO HAVE A 3 HOUR ASSEMBLY 2 14 REFER TO SHEET A13 01 FOR INTERIOR WALL TYPES 15 REFER TO SHEET Al2 02 FOR EXTERIOR WALL TYPES 2 � � 2 1 2 16 ALL FULL SIZE PARKING SPACES TO BE 9' x 18' AND 1 2 3 4 5 6 7 8 4 ° 9 10 z 11 12 13 4 ° 14 4 ° 15 16 17 18 19 20 z 21 22 B 23 4 0 � 24 25 4 05 26 27 2 $ COMPACTS NOT TO BE LESS THAN 8� X , 6' ALL DRIVE '��, AISLES TO BE 24' MINIMUM FOR TWO WAY TRAFFIC AND 16' —1 J � MINIMUM FOR ONE WAY TRAFFIC FOR 60° ANGLED I 10' - 3" 26' - 8 1 /8" 11 ' - 7 3/8" 6' - 0" 10' - 4" 21 ' - 4 3/4" 19' - 1 1 /8" = 27' - 5 1 /8" 18' - 3 1 /8" 24' - 4 1 /4" 23' - 11 1 /2" 18' - 11 1 /8" 13' - 7 7/8" 13' - 6 1 /8" = 21 ' - 10" 19' - 1 " 19' - 1 7/8" 23' - 10" 16' - 8 1 /8" 19' - 0 1 /2" 15' - 3 1 /8" 7' - 4" PAR KI N G � 17 ANGLED PARKING TO BE 60° U N O _ ' - - 5' - 5 ' _ � 8' - 10 /8" ' ' � 5 - 5 1 /8" - 6 7/8'' I— 7 _ 9 7/$ \ 18 REFER TO SHEET A13 03 FOR INTERIOR CEILING 4 03 Q � Q , „ PENETRATIONS WALL PENETRATIONS AND WALL ; � 6 � 2 1 /8 1 2 37 � 4 � 14� 9 3/8 � 43 1�1 1 /2 � � 32 - 10 3/8 � � 28 - 3 5/8 � 53 - 9 0 �8 - 3 7/8 � 32� - 9 3/4 � � 33 - 10 7/8 � 10 - 0 �/8 � � � � � ,IOINING AND SEALING DETAILS U N O � ,. = _ , - � — — — — — — — — — � — — — — - °�° — — — — — — — � — 6 � — � �, c.i �n � c.i ,_ 3 n A .,., . ..�. .. . ; - _ - — . , . . .: :., ; N ::., ` � : A5 27 6 , , :::::.: �.:.: ;.:::;.: 7`"l 40 , _. . . .. . . a AR HITE T _ ..: : . . . . . ,�. _. � : :E:: .:.::<; � , , . .. . , .. .::.:.: .. .. ....:.. ..: .><: . .:E �. :.,,;\,.:. . .\,:>.�.;:?.:!<iC\'` �`.\�4•aE;�2>,:�:is`s.� ...� . .. .\\ \ �\ . :::::.: :� \ \...�.o.: ...\\\\\`::.:..�'�:::`::i`:::i::i::::`:::i::::.'::`::::j>5::: a . :::\,\ ....<.,\\., \. 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SAFE�uiet Colorado ,�� . � � 11 1 13 ' 14 2 15 1 1 18 19 20 y7pq p 40 40 GENERAL NOTES DD° �� D ➢➢D , 5 A �A� a y�, 3 3 u�l i�i� ��4f� I 1 � �i N � °';�, �C� R,� +�,, U � � 8' - 10 7/8" 18' - 3 1 /8" 24' - 4 1 /4" 23' - 11 1 /2" 18' - 11 1 /8" 1 5' - 5 1 /8" 13' - 7 7/8" 13' - 6 1 /8" 5' - 6 7/8" 4 23 1 DO NOT SCALE DRAWINGS IF CRITICAL DIMENSIONS DO 28' - 3 5/8" 56' - 6 3/8" 25' - 6 1 /2" 8' - 3 5/8" NOT APPEAR ON THE DRAWINGS, NOTIFY ARCHITECT 2 IF DISCREPANCIES OCCUR BEfWEEN DRAWINGS OR BETWEEN THE DRAWINGS AND SPECIFICATIONS, NOTIFY , '— '�' 5' 2" 11 ' - 5 1 /8" 5' 6 ' 4' - 10 1 /8" THEARCHITECT FOR RESOLUTION 4 ' - 10 1 /8" 5' - 7" 11 ' - 4 1 /8" 5' � 2" � 3 ALL PLAN DIMENSIONS LOCATING GYPSUM BOARD 4 2 A3 44 2 CCD 052K PARTITIONS ARE TO FACE OF STUD, U N O f 4 FINISH DIMENSIONSARE TO THE FACE OF FINISH AND "' — — 1 — — — — — — — — — — - _ — — — — — — — — — — — — — — — — — — — NOTES ' FIN" OR "CLR,� ,� � � � � � , � � � � 5 FLOOR PLANS NOTE LARGER STUDS AT PLUMBING WALLS, � � �, � �� S � � 3 ' ELECTRICAL PANELS , & WASHER BOXES TO ALLOW '� I A3 43 1 ` 413W B 413W C 413W D ' 4 2 � RECESSION INTO WALL PROVIDE CONTINUOUS FIRE A — — — +— — � — — — o � - - - - — — � - - � - — _ o —� — — — — — A RATING , „ , „ , „ , „ i � CCD 052L 6 DOOR ASSEMBLIES IN CORE & SHELL ARE 6" FROM FINISH I 2 - R O R O 4 - 8 3/4 6 - 4 3/4 6 - 4 3/4 8 - 2 �$ R O R O � A3 41 2 A3 40 ' FACE OF ADJACENT PARTITION TO EDGE OF DOOR LEAF , - � N UNO - Z � 3' - 0 3/4" 3' - 0 3/4" „ ,R � „ R � 3' - 0 3/4" 3' - 0 3/4" � z 7 REFER TO WALL TAGS, WALL TYPES, AND LIFE SAFETY TO � — , � �� 3 - 5 3/4 1 - 1 1 /4 � �� - o � 1 � SEE FIRE RATINGS, SOUND RATING , & DETAILS 7 � - i 3 - 6 1 /4 I 7 1 /4" 3 - 6 3/8 O M _ , Q ASSOCIATED Q � 8 AREAS WITH DEFERED SUBMITTAL TAG INDICATE 2301 BLAKE ST , STE #100 , 1 ,� � � 4 3WA 12WD1 � � `� ' = � � � `, DIAGRAMATIC PURPOSES ONLY DENVER, COLORADO 80205 � � � 9 NOTE PANIC HARDWARE ON ALL ELECTRICAL ROOM 303 861 8555 F 303 861 3027 A13 04 • — • - - - - �' �- DOORs 6�� 3' - 9 1 /8" � 3' - 9 1 /8" 9 1 /4" 10 FIRE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS, 0225 MAIN STREET UNIT C101 8' - 3 7/8" 5' - 5 1 /2" 4' - 7 1 /2" 4' - 7 1 2" . 2 "' ' - 7 1 /2" 4' - 7 1 /2" 4' - 8 1 /2" PER LIFE SAFETY DWGS � 11 FOR GAUGE OF EXTERIOR STUD WALL REFER TO EDWARDS , COLORADO 81632 R O R O � � � � 1 04 � � � � R O R O STRUCTURAL DRAWINGS 970 926 8960 F 970 926 8961 • • � � N � � � � • • � � 12 ALL COLUMNS ON THE GARAGE LEVEL, LEVEL 1 , AND � ' LEVEL 2 ARE TO MAINTAIN A 3 HOUR ASSEMBLY AS � � °O � � � . � DETAILED ON SHEET A13 01 U N O � - � � R B • • °°--- - � - °-�-- • • ✓ 13 ALL COLUMNS ON LEVEL 3 THROUGH LEVEL 8 ARE TO I �M M � j� T" � N N � �� `-' -� � . � • — • — • = - � I MAINTAIN A ONE HOUR ASSEMBLY, EXCEPT FOR ALL '� � � � � � � N y COLUMNS LOCATED IN THE LOADING DOCKARE TO HAVE A 3 HOUR ASSEMBLY 0 14 REFER TO SHEET A13 01 FOR INTERIOR WALL TYPES ��i 2' - 8 3/4" � 15 REFER TO SHEET Al2 02 FOR EXTERIOR Wl,LL TYPES � 4 3/ " 2' - 8 3/4" M " N M � 6 AI�S ES TO E�24' rMKNIMUM FOR TWO WAY TRAFFIC AND 16' � i � � � � 3' - 3 3/4" 5 1 /4 1 1 3/8 � T Ii -6' - 3 3/8" 7' - 0 1 /2" 6' - 3 3/ " 3' - 6 1 /4" 4 4 6' - 3 3/8" 6' - 0 1 /4" 6' - 3 3/8" RO RO RO �� A606 A606 R O R O R O MINIMUM FOR ONE WAY TRAFFIC FOR 60° ANGLED M PARKING i N � C1 � C1 17 ANGLED PARKING TO BE 60° U N O � 2 r � � z � "'J�' ` r Z ' 18 REFER TO SHEET A13 03 FOR INTERIOR CEILING �I � � T � 411 W A � � � 1 PENETRATIONS, WALL PENETRATIONS, AND WALL � 7 P� Q P1 � �JNIT UNIT Q 4 �$ JOINING AND SEALWG DETAILS U N O il �(— —I � C �8 1 /2" 413 � � P� 9' - 1 518" � UNIT RE A9 25 P� C _ R � AR HI - � _ �� RE A9 26 (F = 138� - 9° � E T 414 � F 138 9 ) P1 P1 1 - 4 01 27' - 2" 6' - 0 3/4" 6' - 0 3/4" 27' 2" N 1936 MONTAUK HIGHWAY RE A9 27 UNIT BRIDGEHAMPTON , NY 11932 7 2' - 9" P13 4 � '� 631 537 3555 F 631 537 0558 P13 g' _ 0 1 /4" 10' - 2 7/8" � . WATERCHASE WATERCHASE � P19 �$� . . � . . � � . . � . � . � � . SHAFT CAP SHAFT CAP • • 210 Edwards Village Blvd , Suite D-207, PO Box 878 �� .i �«�liirf�,riif�i>�Fisr i�rsiyii��s��f ir�ri�s ii�� v ` � tii � �ifiis y�� ii�✓ � ir ss��«�ti��rl.�✓�✓.�Ci�rsi�iii EdW2�dS C081632 5 P73 � � � � � � � � � � j P13 � 970 926 4151 D — � A5 07 • � vi P15 � • A5 19 °' � � � P15 � N � : � I � �Z P�9 — — - — — — — � �T}�� R � — — D ISSUE/REVISION DATE NO r STAIRS � P20 - - . zo � . � , • �. • i • • �o bo � �` 0 5 `� � I �% S3 � P20 � � p20 ( � I �P 4 � i _ A5 08 OWNER REVIEW 16APR08 � • � � J ' �P • . ( FF= 138' - 9" ) � P1 � � � . f • � i� �' � P p15 ✓ � �o I 19 ��, P15 x CONSTRUCTION DOCUMENTS 8AUG08 �' ._ � . . � . . � TRASH RM . . � . � � � . o TOWN OF VAIL UPDATE 5FEB09 � S �m _ �r�' 1//f` . �`.�`i`�f� %/>;cl/f//,' ",� � �� /�s ;�f�/ .�• � � • _ - � �` � r' �/f ��,�1�-'l' • �l� ,�`/%/ ��f/�. //,%f' �/ f>'/ . � r _ 3 � 6 • • - • - - - • - • � � 427 - - - ,� . . _ . . N , � N � T o.__� � P2 ch M � • � �� , A5 04 I A5 04 � f E EV _P15 � _ • RASH RM � _ ° _ PZ P20 � F 38 - 9 � � 1 ELEV � 'v _ � _ DESCRIPTIONEVISIONS DATE NO E o • '� ' . - I 426 1O �r, • , � • � � o I ro ( FF= 138' - 9" ) � 0 o f � o r � ( FF= 138' - 9" )' � P19 j � � � •- o , o r � ASI 1 -CANOPY ROOF 16SEPT08 1 ( FF= 138' - 9" ) � P28 � _ ' � � � � � � � p • � • � � � � � - P28 � � RFI 1415 12SEP09 2 v � 1 � _ P19 � 9 ,. f '� � � I f� t� r, �� ,,��,�i�, �:�,f i'i � _ : T _v = �:� �, .��/�'i � �` ,�'�, �✓ ��,��, ,� _ _ � �,,� — — - — — � • � � � • � � • • � • � • I • � • � • �� • � • � • . � • • � • M • � � c ALIGN C° `° P28 ALIGN P 3 : � 3' - 6 3/4" 10' - 10 1 /2" I I 8' - 11 7/8" 10' - 3 1 /8" P13 $ � o � � o P2 9' - 0" 4' - 7 7/8" 13' - 6 1 /8" � I 10' - 11 3/8" � � R O ALIGN 413 � � �412 CORRIDOR ALIGN 3' - 6 3/4" C° G P28 �� _ — — — _ — G�L 4 �(�� PZS � - �� o — � � � o v v I P28 C1 CORRID R ALIGN °v° P� • � • • � • � • � • � • � • � • t • � • �� P1 o ALIGN � C1 , P28 � � I 424 C� P2 � C � • 13 PRIVACY SCREEN C1 P28 � P2 C1 � I P1 w A611 w P� � 11 ' - 5 1 /8" R p 8' - 4 3/4" 5' - 4 1 /8" 4' - 6 1 /8" 4' - S 7/8" R O 8' - 9 5/8" p� M ` . N C1 P1 8' - 2 3/4" R O 5' - 8 1 /2" 14' - 7 1 /8" R p C0 � 1 ' - 3 3/8" — 3' - 6 3/4" C1 � �k't3 W� 4'C2 � � 12 ' - �3/ 3' - 7 1 /8�� I3 4�� — � H � G G� � �� o, � 2 P� 3 - 4 3/4 (FF= 138' - 9" ) ( FF= 138' - 9" ) ( _ 2 2 5 _ � A6 11 � �� FF= 138' - 9" P1 _ � � C�„Q� - � _ � � : ( FF= 138 - 9 ) � � 40 � � ' � 1 ' - 05/8" � �' � „ � D�� S '��i � 4' -�0 3/4" 11 ' - 7 1 /2" 404 A � � � � � � � 405W I 6' - 0 5/8" 4' - 0 3/4' � � � . R O .�_ _� . . . . . . • � • � • R � � . . . . , � � — �� ; � �% � �� 404W I 6�� 3' - 4 3/4" 6' - 3 1 /4" 7' - 6 3/4" _ ' - /8" _7' - 6 3/4" 4' - / " 6' - 3 1 /4 ' 3' - 4 3/4" ; �� 405\ 04 �j�� "�� - -- - - � °- 3' - 6"_RO RO RO RO ' - "� � � � � _ �� _ �� R� � �� R O _3 6 ' � - ' 1 7 7/8 2 4 7/8 1 1 1 8 \ — _ - I - , - io 3 � - `'' O � 8' - 1 3/4" 10' - 6 7/8" 10' - 6 7/8" 8' - 1 3/4" � � `'' O - � 4 07 a, o � I 404W H UNIT o �, U �'�' 405W B o a, � — — T � - - 404 _ �. � 1 ' - 9 1 /2" 1 ' - 0" 1 ' - 9 1 /2" � — I — 4 5 — — - — v r — oo - — � J 1 M RE A9 17 4 _ I� M � N _ � I� � RE A9 18 M M T K - _ _ - - ' (� M 00 N � 00 , � � o o � M � .. o o � M A3 17 T . A T v c.i � r � J � j c+� � _ M �' I � O' M M N � M o 404W C - � � - - --- - } 2 A3 20 � - - - A3I20 1 _ � � - - 405W G � "? W ^ Zh � � � 404W G . E - ` ! 405W C � o g � � � � ��/ W -� L.L C� L - ' - - - _ - - � - - - - - - - _ _ - � � Z ` � �n -a\o `'� Q M `� � r � ` ('7 r � M � O � � ' 00 � � O � M � /� W ' � � � � � � N � � � � � � � � � o � � � - ° � �o , - , , M - O — — 04WF3 10 � r � 10 05WD1 � � � � A6 08 A6 08 � ; A6 08 SIM SIM A6 08 � � - Q � � .� � � . � � � 4 07 o O ; 04W F 2 � 05W D o � � � n/ ° � � � � ' L1� — — r � I — - - — — — � M — � — � O � ' - - - - cv • — —�•�—� ~ N J $ � � r N � T � r N ��I r � � � � ' � W I � w � J � � � �- -- - -- - - - - � - O O O 3 ._.. _ - - - � � C° 04W 04W 1 04WD WD � � _ N 42 N � ` 05W 05WF1 � 05WE2 WE1 i � � � � I c-`v � J/�' U � l� � � ' i ' r � �/ / i � O O - _ O M � .� � � � � , � i - - - - � ' • • • � • • � � . • � � • . � � • � • • -� - - - _ - I � /� P 5' - 8 /8" 5' - 4 3/ " ' - 7 1 /4" 5' - 4 3/4" _ � _ _ _ ~ _ 5' - 4 3/4" '=7� 1 /4" 5' - 4 3/4" 6' - 1 7/8" ~ � � V J — — 6" 1 ' - 7/8" R O R O 1 ' - 5/8" — — 5 5/8" 1 ' - 5/8" R O R O 1 ' - 1 7/8" � 3' - 1 /4" 5 5/8" 3' - 1 / ' 5 5/8�� 5 5/8" d' � Q 3 1 U 'I /tS �� - 1 1 /4 - 'I /4 3 - 1 1 /4 ' 3 - 1 U 1 4 � ' 3' - 10 1 /4" ' - 4 1 /4" 4' - 0 3/8" I = 6' - 7 1 /4" 42' - 3 1 /4" 6' - 4 1 /2" � 39' - 4" 2' - 8 5/8" 39' - 3/4" � O ' - 8 3/8" � r n � �� eo T I1 1 � I A319 42 40 - - - A321 A322 I Q — — — — — — — — — — — — — — — — — — Q I � I v � N � 1 R — — — — — — A3 07 — — — — — A3 09 — — — — — — — — � � � � � I , � S — — — — — — — — — — — — — — — — S I I � LEVEL 4 ENLARGED T PLAN -AREA # 3 � T z I N z � N PLOTTED 10/5/2009 8 34 04 AM - U Q � — �_ — — — — �_ — — _� — — �_ — — — � — — V - a - CHK' D BY Maggie Fitzgerald, AIA � T �, �- � � T � QC WN � QC W�y OO COPYRIGHT2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS C LJ� C LL NSHEET NUMBER C � � � � � � � � � � - � LEVEL 4 - AREA #3 . � /H�� _ ') �-O�� (ALL PLANS THIS PAGE) D P A PROJECT� 06232 00 � � �� B 11 12 13 14 15 16 17 18 19 20 FINAL CD ISSUE - 8 AUG 08 � � � SAFE�ui6t Co�orado � � ,h �...,.`..`�. A338 2 GENERAL N � TES 9 ' '>� � 21 C 2 23 24 25 40 26 2 28 19' - 1 " � 19' - 17/8" 23' - 10" 16' - 81 /8" O 19' - 01 /2" 15' - 31 /8" 7' - 4" - � 1 DO NOT SCALE DRAW WG8 IF CRITICAL DIMENSIONS DO � , , 6,, NOT APPEAR ON THE DRAWINGS, NOTIFY ARCHITECT � . � 2 IF DISCREPANCIES OCCUR BETWEEN DRAWINGS OR _ _ _ _ \ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ��' _ _ _ _ _ BETWEEN THE DRAWINGS AND SPECIFICATIONS, NOTIFY � 12 3 � i/ � ` 2 ` .� � � 0� THE ARCHITECT FOR RESOLUTION 3 ALL PLAN DIMENSIONS LOCATING GYPSUM BOARD � \ � � PARTITIONS ARE TO FACE OF STUD, U N O � A 3� �� i � 4 FINISH DIMENSIONS ARE TO THE FACE OF FINISH AND � CCD 052M � A3 36 O�O O 43' - 11 1 /2" 3 . � "�Q, NOTES ' FIN° OR "CLR" � � CCD 052L 1 � . � 5 FLOOR PLANS NOTE LARGER STUDS AT PLUMBING WALLS, � � s h �""j•* h � � } � 1 ' - 0 7/8" 11 ' - 10 7/8" 11 ' - 10 7/8" 10' - 0 7/8' '�� ° 2 ELECTRICAL PANELS , & WASHER BOXES TO ALLOW , t"�� • � � � \ • � � c�� RECESSION INTO WALL PROVIDE CONTINUOUS FIRE � B �l• � ,, Q- � �� I RATING cb 3' - 0 3/4" \ , „ �• "�� G�\� �� "�Q,, 6 DOOR ASSEMBLIES IN CORE & SHELL ARE 6" FROM FINISH � �,�� 4' - 5 5/8" 4' - 5 5/8" 3 - 0 3/4 � �S 0 �r� 8 � �� , FACE OF ADJACENT PARTITION TO EDGE OF DOOR LEAF , , . 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Colorado , � � GENERAL NOTES � � — 1 DO NOT SCALE DRAWINGS IF CRITICAL DIMENSIONS DO NOT APPEAR ON THE DRAWINGS, NOTIFY ARCHITECT � 2 IF DISCREPANCIES OCCUR BETWEEN DRAWINGS OR I BEfWEEN THE DRAWINGS AND SPECIFICATIONS, NOTIFY � THE ARCHITECT FOR RESOLUTION 3 ALL PLAN DIMENSIONS LOCATING GYPSUM BOARD PARTITIONS ARE TO FACE OF STUD, U N O T 4 FINISH DIMENSIONSARE TO THE FACEOF FINISH AND NOTES ` FIN" OR "CLR" 5 FLOOR PLANS NOTE LARGER STUDS AT PLUMBING WALLS, � � �`' � rch i t l.� ELECTRICAL PANELS , & WASHER BOXES TO ALLOW � � RECESSION INTO WALL PROVIDE CONTINUOUS FIRE RATING 6 DOOR ASSEMBLIES IN CORE & SHELL ARE 6" FROM FINISH FACE OF ADJACENT PARTITION TO EDGE OF DOOR LEAF , UNO 7 REFER TO WALL TAGS, WALL TYPES, AND LIFE SAFETY TO SEE FIRE RATINGS, SOUND RATING , & DETAILS ; ASSOCIATED 8 AREAS WITH DEFERED SUBMITTAL TAG INDICATE 2301 BLAKE ST , STE #100 DIAGRAMATIC PURPOSES ONLY DENVER , COLORADO 80205 9 NOTE PANIC HARDWARE ON ALL ELECTRICAL ROOM 303 861 8555 F 303 861 3027 DOORS 10 FIRE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS, 0225 MAIN STREET UNIT C101 PER LIFE SAFETY DWGS EDWARDS , COLORADO 81632 11 FOR GAUGE OF EXTERIOR STUD WALL REFER TO STRUCTURAL DRAWINGS 970 926 8960 F 970 926 8961 12 ALL COLUMNS ON THE GARAGE LEVEL, LEVEL 1 , AND LEVEL 2 ARE TO MAINTAIN A 3 HOUR ASSEMBLY AS DETAILED ON SHEET A13 01 U N O 13 ALL COLUMNS ON LEVEL 3 THROUGH LEl/EL 8 ARE TO � A3 02 MAINTAIN A ONE HOUR ASSEMBLY, EXCEPT FOR ALL , 1 2 COLUMNS LOCATED IN THE LOADING DOCKARE TO HAVE A 3 HOUR ASSEMBLY � 2 2 Q 4 05 4 05 14 REFER TO SHEET A13 01 FOR INTERIOR WALL TYPES 4 03 4 0 � 15 REFER TO SHEET Al2 02 FOR EXTERIOR WALL TYPES , � 2 � 16 ALL FULL SIZE PARKWG SPACES TO BE 9' x 18' AND ' 1 2 3 4 5 6 7 8 9 10 z 11 12 13 4 ° 14 4 ° 15 16 17 18 19 20 z 21 22 23 24 25 26 27 2g COMPACTS NOT TO BE LESS THAN 8� X � 6' ALL DRIVE AISLES TO BE 24' MINIMUM FOR TWO WAY TRAFFIC AND 16' J J � MINIMUM FOR ONE WAY TRAFFIC FOR 60° ANGLED i 10' - 3" 26' - 8 1 /8" 11 ' - 7 3/8" 6' - 0" ' - 5" 10' - 4" 21 ' - 4 3/4" 19' - 1 1 /8" = 27' - 5 1 /8" ' - 10 7/8' 18' - 3 1 /8" 24' - 4 1 /4" 23' - 11 1 /2" 18' - 11 1 /8" 5' - 5 1 / " 13' - 7 7/8" 13' - 6 1 /8" = 21 ' - 10" 19' - 1 " 19' - 1 7/8" 23' - 10" 16' - 8 1 /8" 19' - 0 1 /2" 15' - 3 1 /8" 7' - 4" PAR KI N G 17 ANGLED PARKING TO BE 60° U N O ' 18 REFER TO SHEET A13 03 FOR INTERIOR CEILING ' Q 5' - 6 7/8" Q I \7' - 10 1 /4" PENETRATIONS WALL PENETRATIONS, AND WALL � � � 1 ' - 2" 18' - 7 3/8" 18' - 8 5/�" � 14 - 9 3/8" � 0' - 0 7/8" 23' - � 3/8" 10' - 1 1�/8" � 32' - 10 3/8" � � 25' - 6" � � 59' - 4" � � 25' - 6 1 /2" � � 32 - 9 3/4" � 10'� - 0 7/8" 23' - 1�0 3/8" 10' - 0 1�/4" 13' - 1 7/8" � � � � � � I JOINING AND SEALING DETAILS U N O � , , �+, � v — — — — — — 'v — — — — — — — — — — — — — — — — — — — — - ' — � � ;,.. ::;::. = i ,, ...:.;:.: , �: : R H IT _ _ : : . . 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S _ . . —_�_-- S � . _ . � " CCD LS 3 P� � STAIRS \ " 00 � - N � 7 _S6 _ � � � � ° = � � o�o � � � A604 I - - - = = UP° ° - ' � v 1 � � • - - - -NI ' ' � i � � � 5 1 E3 � � I _ _ _ � I � G �o, 4 0 ; � � LEVEL 5 ENLARGED • � � P19 DN � � , I i � � - - � _ _ '; � 5 , I � � � � � PLAN -AREA #2 � 501 W H - - � i ' A5 10 I A6 9 501 W D ' � I I v P1 - - - - - I . � � M � � �j ° ' ' I P22 � I ' c� o � ' W �'' ' S0 W G 501 W F � �� 01 W E 2 01 W E 1 M c� Z PLOTTED 10/5/2009 8 34 46 AM T - - = - - - - - - - - - - -� � - - J -�- � ° N • P1 p� F ' m� � U M � CHK' D BY Maggie Fitzgerald, AIA � � � f � � �O COPYRIGHT 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS O R O 1S 'L- g ' I� R � � � 7" I 3' - 0 3/4" 1 ' 11 3!4" 2' - 4," 5' - 0 3/4" � N SHEET NUMBER � I 3' - 1 1 �4" 3' - 3/4" �5 1 /4" 2' - 11 7/8" 5/8" � � I 2' - 11 1 /4" � 7�� 2 C` 6 61 ' - 2 1 /2" LEVEL 5 AREA #2 . 1 A3 56 B (ALL PLANS THIS PAGE) 1 /8" = 1 '-0" 2 3 4 5 6 7 $ 9 � � D P A PROJECT # REVIE�IED ��232 00 FINAL CD ISSUE - 8 AUG 08 ��i�t Colorado 11 1 13 1 2 15 � 1 1 19 20 GENERAL NUTES ; �° � 40 42 ' " � 8' - 10 7/8" 18' - 3 1 /8" 24' - 4 1 /4" 23' - 11 1 /2" A3 42 2 18' - 11 1 /8" 5' - 5 1 /8" 13' - 7 7/8" 13' - 6 1 /8" 5' - 6 7/8" ' 1 DO NOT SCALE DRAWINGS IF CRITICAL DIMENSIONS DO NOT APPEAR ON THE DRAWINGS, NOTIFY ARCHITECT 2 IF DISCREPANCIES OCCUR BETWEEN DRAWINGS OR 25' - 6" 59' - 4" 1 25' - 6 1 /2" 8' - 3 5/8" BETWEEN THE DRAWINGS AND SPECIFICATIONS, NOTIFY THE ARCHITECT FOR RESOLUTION 3 ALL PLAN DIMENSIONS LOCATING GYPSUM BOARD I 5' - 11 1 /8" - 0" 13' - 11 1 /8" 3' 0" 3' 0" 13' - 11 1 /8" 3' - " 5' - 11 1 /8" PARTITIONSARE TO FACE OF STUD, U N O f A3 44 2 CCD 052K 4 FINISH DIMENSIONS ARE TO THE FACE OF FINISH AND - - - - - - - - - - - - - - NOTES ' FIN" OR "CLR" � 1 00 � o0 5 FLOOR PLANS NOTE LARGER STUDS AT PLUMBING WALLS, �" Arc h i � �� ,� N r � � r N .� '� ELECTRICAL PANELS , & WASHER BOXES TO ALLOW A � _ _ _ _ A3 43 1 � _ � `n 12W E � ` 512W F 511 W A � � 511 W B in � T _ _ 4 23 _ _ _ /� RECESSION INTO WALL PROVIDE CONTINUOUS FIRE , �.,j � /`� RATING <''� � i � CCD 052L 6 DOOR ASSEMBLIES IN CORE & SHELL ARE 6° FROM FINISH ' 2 4' - 0 3/8" 9' - 0 3/4" 6' - 4 3/4" 6' - 4 3/4" 9' - 0 3/4" 4' - 0 3/4" 4' - 6 5/8" A3 41 2 A3 40 ' FACE OF ADJACENT PARTITION TO EDGE OF DOOR LEAF , UNO - c i R O R O R O � �� R � � � 7 REFER TO WALL TAGS, WALL TYPES, AND LIFE SAFETY TO 1 � o O 3 - 51 /8 p _ � r � � SEE FIRE RATINGS, SOUND RATING , & DETAILS ' � 3' - 4 3/ " , „ , _ „ 511 W C � � "' ASSOCIATED 4 07 �2' - 6 3/4" 5 1 /4", � "� �* 512W 2 - 5 1 /4 1 10 7/8 �* 3' - 2 1 /4" 2' - 6 3/4" � � � = 8 AREAS WITH DEFERED SUBMITTAL TAG INDICATE 2301 BLAKE ST , STE #100 " 6�� 3' - 2 1 /4�� 2' - 6 3/4" � 2' - 6 3/4" � � _ 2 � /4�� DIAGRAMATIC PURPOSES ONLY DENVER, COLORADO 80205 � � O O �� 9 NOTE PANIC HARDWARE ON ALL ELECTRICAL ROOM 303 861 8555 F 303 861 3027 r 8' - 3 7/8" ' � 3 1 /4" 5 1 /4" 3' - 0 3/8" 3' - 1 /4" � o � 512 W 511 W D � 5 1 /4 3 - 0 1 /4 5 1 /4 4 - 9 1 /2 8 - 3 5/8 r DOO R S � R O R O R O R I � - � R O R O R O R O I 10 FIRE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS, 0225 MAIN STREET UNIT C101 ' � . � � � � . 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RATING � � ' � .� Q' �O � 6 DOOR ASSEMBLIES IN CORE & SHELL ARE 6" FROM FINISH I 3' - 0 3/4" � , „ `L�' 3� t�� Q I �'i FACE OF ADJACENT PARTITION TO EDGE OF DOOR LEAF , � . �� 4' - 5 5/8" 4' - 5 5/8" 3 - 0 3/4 �: � , %° � '�� \� �; �'- �� U N o \� �� R O R O �� ' � � �O ' 508W � 508W E S�� 6'� I � 7 REFER TO WALL TAGS, WALL TYPES, AND LIFE SAFETY TO � SEE FIRE RATINGS, SOUND RATING , & DETAILS . . . ' . 57� � � . - - 6� S/ �i A3 36 , � � ASSOCIATED �p� n�\ \ �' �p,, 8. ��D� � O I 8 AREAS WITH DEFERED SUBMITTAL TAG INDICATE 2301 BLAKE ST , STE #100 "� 'S� cP� 3 ` DIAGRAMATICPURPOSESONLY DENVER, COLORAD080205 . � � ' ° o O , 5 � ;°�\� O ; � � \o O ,Q s�u'? 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I I N • • - - • � � LEVEL 6 ENLARGED STAIRS � � Wo � W � 01WC1 � T PLAN -AREA #2 � � � • 0 WF2 01WF 601 • S6 • �� r' WALL INTERIOR & EXTERIOR STRUCTURAL SLA `- TO MOVE 2'-0" SOUTH TO LOCATION SHOWN � � I I � ( ' o � � • • rn ` . 8� - 8 �8�� R O � � I � R p $� ' $ 5�8�� PLOTTED 10/5/2009 8 35 46 AM R �� 1 ' 11 3/8" 1 ' - 0 /8" R O T T _ � _ _ _ 3 64 � P35 1 3/4 - m _ T - - - - - - '— - I CHK' D BY Maggie Fitzgerald, AIA 1 W Z O COPYRIGHT 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS 10' - 4 1 /2" J I 2' - 8 1 /2" 1 ' - 11 3/4" � M N SHEET NUMBER 61 ' - 2 1 /2" C Q � � � � LEV E L 6 - AR EA #2 g (ALL PLANS THIS PAGE) � � 1 /8" = 1 '-0" � 2 4 5 6 7 8 9 � FINAL CD ISSUE - 8 AUG 08 D P A PROJEC�� E� BY 06232 00 D�C 2 2 �.00 ��E��€�� drado 1i1 1 �2 1i3 � 1 �4 2 1 �5 � �6 1i7 1i8 1 �9 2i0 GENERAL NC� TES - �- 40 40 423 � 8' - 10 7/8" 18' - 3 1 /8" 24' - 4 1 /4" 23' - 11 1 /2" A3 42 18' - 11 1 /8" 5' - 5 1 !8" 13' - 7 7/8" 13' - 6 1 /8" 5' - 6 7/8" 1 DO NOT SCALE DRAWINGS IF CRITICAL DIMENSIONS DO 25' - 6 1 /4" 59' - 3 7/8" 1 4 23 25' - 3 1 /2" 8' - 6 5/8" NOT APPEAR ON THE DRAWINGS, NOTIFY ARCHITECT � 2 IF DISCREPANCIES OCCUR BETWEEN DRAWINGS OR I I BETWEEN THE DRAWINGS AND SPECIFICATIONS, NOTIFY 5' - 11 1 /8" 3' - 0" 13' - 11 1 /8" 3' 0" 3' 0" 13' - 11 1 /8" 3' - 0" ' 11 1 /8" THEARCHITECT FOR RESOLUTION ' A3 44 2 CCD 052K - 3 ALL PLAN DIMENSIONS LOCATING GYPSUM BOARD PARTITIONS ARE TO FACE OF STUD, U N O � � _ _ 4 FINISH DIMENSIONSARE TO THE FACE OF FINISH AND � N � , � � � N 3 NOTES ` FIN" OR "CLR" � `� � A3 43 1 � o `n � 11 W E � 611 W F � 'F9 � - o .= 5 FLOOR PLANS NOTE LARGER STUDS AT PLUMBING WALLS, � � � p•� ]� � � �� A — — — — — — — � — � — — ,— — — 4 23 — — — — A ELECTRICAL PANELS , & WASHER BOXES TO ALLOW � � t � M c� � RECESSION INTO WALL PROVIDE CONTINUOUS FIRE 2 _ 4' - 0 3/8" 9' - 0 3/4" � _ �� 6' - 4 3/4" 9' - 0 3/4" 4' - 0 3/4" 4' - 6 5/8" A3 41 CCD 052L RATING � 6 4 3/4 2 A3 40 � 6 DOOR ASSEMBLIES IN CORE & SHELL ARE 6" FROM FINISH � FACE OF ADJACENT PARTITION TO EDGE OF DOOR LEAF , ` 1 UNO 1 o p R � RO RO 3' - 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5 5/8" DETAILED ON SHEET A13 Q1 U N O . . � . � . � . . 13 ALLCOLUMNSONLEVEL3THROUGHLEVELBARETO 3_ - 2 1 /4�� _ 2 1 /4" �1 ' - 5 5/8" - - • - - - - - - - - � _ �� 3 5 3/4 1 ' - 3 3/4" 3 - 2 1 /4" = MAINTAIN A ONE HOUR ASSEMBLY, EXCEPT FOR ALL 1 ' - 5 5/8" 6' - 7/8" 5' - 0 3/4" 3' - 6" 5' - 0 3/4" 3' - 2 1 /4" 6' - 3/4" � 1 ' - 3" COLUMNS LOCATED IN THE LOADING DOCKARE TO HAVE � ' A 3 HOUR ASSEMBLY � R O R O R O R O R O R O _ ' 14 REFER TO SHEET A13 01 FOR INTERIOR WALL TYPES r . � • . • . � .o p� � � � � � � 15 REFER TO SHEET Al2 02 FOR EXTERIOR WALL TYPES 10 � 16 ALL FULL SIZE PARKING SPACES TO BE 9' x 18' AND 10 COMPAGTS NOT TO BE LESS THAN 8' x 16' ALL DRIVE A6 10 � � C � C1 • • A6 10 AISLES TO BE 24' MINIMUM FOR TWO WAY TRAFFIC AND 16' ' I N � I I M N I MINIMUM FOR ONE WAY TRAFFIC FOR 60° ANGLED w w p � p� W W PARKING 2 � � � � � � � � � � 2 17 ANGLED PARKING TO BE 60° U N O " � � � � 4 �� 18 REFER TO SHEET A13 03 FOR INTERIOR CEILING � I 7 � � � P1 ~ Q 09W A 1 4 08 PENETRATIONS, WALL PENETRATIONS, AND WALL � � 2W C -� � �-�-�-r JOINING AND SEALING DETAILS U N O I 9' - 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">_�;_::.::� < / �. NOTES ` FIN° OR "CLR° — — \ — -L— — — \43' - 11 1 /2" — — � — \ CCD 052M � A3 36 — � O�' O "..>;> :::, � �. ;_,:::>:::::>:>��' , ` — �`P/sr.. �— — �� A � , . ,'� °° .;;;;,�,. ;��:: � , p 5 FLOOR PLANS NOTE LARGER STUDS AT PLUMBING WALLS, � � �� M � � } � i I "� 3 \ "'">: :� "; �%,, "'�Q,, � ELECTRICAL PANELS , & WASHER BOXES TO ALLOW � � t << A3 40 CCD 052L 10' - 0 7/8" 11 ' - 10 7/8" � 11 ' - 10 7/8" 10' - 0 7/8" � 1 ,�� / 0�,� � `'; RECESSION INTO WALL PROVIDE CONTINUOUS FIRE \ . � � o 'P A� � �O I RATING � \ �� 2� �,�' � ,°� � � "�Q,, / I 6 DOOR ASSEMBLIES IN CORE & SHELL ARE 6' FROM FINISH � g 3 - 0 3/4 , „ st '1. � ,Q ? FACE OF ADJACENT PARTITION TO EDGE OF DOOR LEAF , I �\ �, � ' - 4 1 /2" 4' - 5 5/8" 4' - 5 5/8" 3 - 0 3/4 �� I I � �� I �'' \ p `5`�8. �, � � U N o 7 REFER TO WALL TAGS, WALL TYPES, AND LIFE SAFETY TO ,` � \ � R O R O ' � ' ' ' ��' � p�\ D� � 607W 607W F � , ` ��i 1 �. SEE FIRE RATINGS, SOUND RATING , & DETAILS �, G• '� A3 36 3 � � � � O �, �>� stti / 4 0 � ASSOCIATED � ��2� � �,p �, �i�p, � �, � � 607W G� �� ( r- 8 AREAS WITH DEFERED SUBMITTAL TAG INDICATE 2301 BLAKE ST , STE #100 �j \ .Q \� O ' � 'Q u'� DIAGRAMATIC PURPOSES ONLY DENVER, COLORADO 80205 � � 9 NOTE PANIC HARDWARE ON ALL ELECTRICAL ROOM 303 861 8555 F 303 861 3027 ,, ' ' ° ' -- - -- ' � � � � � 3 �� I � � so7w j so� H �� ° �� . � � 000Rs t�� °� 08WA 608W B �3So �� p'� j \ O �s= ' 10 FIRE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS c� 1 . �A � �; � . � 0225 MAIN STREET UNIT C101 0o I \� � 609 E1 � 9 Q8 E1 �O � � q 37 "� '� 607W C 607 I �` ��' �O PER LIFE SAFETY DWGS EDWARDS COLORADO 81632 i `� Q' A6 12 �'� � �'i 11 FOR GAUGE OF EXTERIOR STUD WALL REFER TO � o `O • • � • \� �� / I � p S � �s I �' � STRUCTURAL DRAWINGS 970 926 8960 F 970 926 8961 � - � — 12 ALL COLUMNS ON THE GARAGE LEVEL, LEVEL 1 , AND — �L — — \ ° � 609 C �/ � � � '�` 60 �C ��`� � � � � �� i�, �� • > LEVEL 2 ARE TO MAINTAIN A 3 HOUR ASSEMBLY AS I � I O I DETAILED ON SHEET A13 01 U N O � A3 39 2 � A6 12` � h � �' �D� � "�sr, 13 ALL COLUMNS ON LEVEL 3 THROUGH LEVEL 8 ARE TO � � � , �' � ,y"� � `:_ `� , � MAINTAIN A ONE HOUR ASSEMBLY, EXCEPT FOR ALL � �:::::€;:, O •� • � • • � • � � • - . � '' ' � � � � � COLUMNS LOCATED IN THE LOADING DOCKARE TO HAVE ^ o � � �"6� � � 4 \ <#":; ; / �'"" ' �Q 3 A 3 HOUR ASSEMBLY � I �� c1, � ;`�< . \ ,� €:" `� � S 14 REFER TO SHEET A13 01 FOR INTERIOR WALL TYPES � ' °, 4 08 O �� I ,�, ��Q, N 15 REFER TO SHEET Al2 02 FOR EXTERIOR WALL TYPES � , 9W B 1 I I � M � p � � � � ' ,J V I 4� • � I � �Q ` p r 16 ALL FULL SIZE PARKING SPACES TO BE 9' x 18' AND 608 N �O � / ' O u'� N COMPACTS NOT TO BE LESS THAN 8' x 16' ALL DRIVE 6'- st. i� \ � � 07 W A6 11 � 09W B 2 � � N � \ , � � � . ' AISLES TO BE 24' MINIMUM FOR TWO WAY TRAFFIC AND 16' i � �� CO MINIMUM FOR ONE WAY TRAFFIC FOR 60° ANGLED � � � � � � �� 607WJ ` o, r � � 0 W B 1 � PARKING T 5' - 0 3/4" � � \ ��b \ � I � 607 E2 � / , 18 REFER �TO SHEET A1O3 03 FOR NT RIOR CEILING Zh — �— R O - --�— — � _ � 4 08 608W E _ N � co 6 �� _ _ _ — / — I — �\ I �— � Cj PENETRATIONS, WALL PENETRATIONS AND WALL � 3' - 10 7/8" 2' - 4 3/4" \ M _ ,�:-�/07W A 2 , 607W K � I 2 JOINWG AND SEALING DETAILS U N O i � ~ o '�� 07W A 1 \ 4 2 \ c� c� ,�3y � - � • � - � • , � � UNIT � � N R HIT � 4 0� 607 - LL r E T I � I , „ $ � �1�� \ / RE � 954 � � � � � � � � � ` ( � 1936MONTAUKHIGHWAY 2 9 7/8 \ A6 13 , � 6RID37 3 55 FT63N 37 0558 UNIT ' - 9,� R � 1 ' � 607WL ,. 609 � � P� � � . ;, a`'� �. � � � 3' - 0 3/4" , ;1� � � 607W � � ' � 210 Edwards Village Blvd , Suite D-207, PO Box 878 BE . A9 �i S / ` �` � \ �� r � "_ , 03� ! � � Edwards CO 81632 � — � — � I � 970 926 4151 3 ,. I ISSUE/REVISION DATE NO � NO GYPCRETE P1 1 ' - 0 7/8" / � s� �, \ 4 2 � 607 E1 / � � ��\�` � I 10' - 9 7/8" I 3' - 9 1 /8" 3' - 6 3/4" 7' - 11 1 /8" 11 ' - 6 1 /2" 6' - 3 1 /2" P1 �� / 6 I I � e' �'\ I � - � O i� 0 9 / � o �' \ 4 0 �' �y p� � ' I o � OWNER REVIEW 16APR08 ^ P 2 P 1 R O P 1 1 3 5 P 1 � �2, � , � � � � �' '' I CONSTRUCTION DOCUMENTS 8AUG08 t- 1 ' - 6 5/8" �� h�\� � I \ T O W N O F V A I L U P D A T E 5 F E B 0 9 � � P1 � 6 7W N I� �\ I - � 3' - 4 3/8" _6' - 11 1 /4"- — 6 ' \ — � ). ;L — . 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65 M A341 • 2 A3 40 CCD 052L FACE OF ADJACENT PARTITION TO EDGE OF DOOR LEAF , � �� U N O v - � 1 7 REFER TO WALL TAGS, WALL TYPES, AND LIFE SAFETY TO 1 o O R � R O R O 3' - 5 1 /8" ' M 'd' � SEE FIRE RATINGS, SOUND RATING , & DETAILS � �� o O _ � 4 07 2' - 6 3/4" 5 1 /4" d' �r � 9 3' - 4 3/ " 4 - 0 3/4 , _ , � � 5 1 /4" 2� _ g �4�� 4 07 ASSOCIATED 2' - 5 1 /4" 1 ' - 10 7/8" � � 8 AREAS WITH DEFERED SUBMITTAL TAG INDICATE 2301 BLAKE ST STE #100 6" 3' - 2 1 /4" 2' - 6 3/4" : _ 2' - 6 3/4„ ' _ 2 1 /4" - - ' d. _ � v DIAGRAMATIC PURPOSES ONLY DENVER, COLORADO 80205 8' - 3 7/8" ' - 1 3/8" 5 1 /4" 3' - 2 1 /8" 3' - 1 /4" c i O M p 3' - 1 /4" 3' - 0 1 /4" 5 1 /4" 4' - 9 1 /2" 8' - 3 5/8" ' _ ' 9 NOTE PANIC HARDWARE ON ALL ELECTRICAL ROOM 303 861 8555 F 303 861 3027 o � 709W E 7�8W E o � � DOORS ' R O R O R O R � � � R 0 R O R O R O � 10 FIRE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS, 0225 MAIN STREET UNIT C101 �* PER LIFE SAFETY DWGS EDWARDS , COLORADO 81632 - - - � . . . • � — — - � 11 FOR GAUGE OF EXTERIOR STUD WALL REFER TO �L � M N � M N A6 11 STRUCTURAL DRAWINGS 970 926 8960 F 970 926 8961 �,�} A6 11 0 9W � 9W � � o $W 7 $W O 12 ALL COLUMNS ON THE GARAGE LEVEL, LEVEL 1 , AND o . o LEVEL 2 ARE TO MAINTAIN A 3 HOUR ASSEMBLY AS B — — — _ — — — — — — — — � DETAILED ON SHEET A13 01 U N O _ 13 ALL COLUMNS ON LEVEL 3 THROUGH LEVEL 8 ARE TO MAINTAIN A ONE HOUR ASSEMBLY, EXCEPT FOR ALL 3' - 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A � � 1 DO NOT SCALE DRAW WGS IF CRITICAL DIMENSIONS DO 19' ; 1 " 19' - 1 7/8" '\ 23' - 10" 16' - 8 1 /8" 19' - 0 1 /2" / 15' - 3 1 /8" 7' - 4" NOT APPEAR ON THE DRAWINGS, NOTIFY ARCHITECT 2 IF DISCREPANCIES OCCUR BETWEEN DRAWINGS OR , BETWEEN THE DRAWINGSAND SPECIFICATIONS, NOTIFY — — — — — — �\ — — — — — — \ — — — — — \ — — — — — — — THE ARCHITECT FOR RESOLUTION \ \ — � � 3 ALL PLAN DIMENSIONS LOCATING GYPSUM BOARD ^ PARTITIONS ARE TO FACE OF STUD, U N O � � � i�/ \ 4 FINISH DIMENSIONSARE TO THE FACEOF FINISH AND � � � CCD 052M � A3 36 \ � _ �� NOTES ` FIN" OR "CLR" � � — � �- — A 5 FLOOR PLANS NOTE LARGER STUDS AT PLUMBING WALLS, � � � Y'f` � � � '�" � � 43' - 11 1 /2" � \�— � � � � � i � ,.. �. 3 ELECTRICAL PANELS , & WASHER BOXES TO ALLOW II A3 40 CCD 052L 1 1 RECESSION INTO WALL PROVIDE CONTINUOUS FIRE � 10' - 0 7/8" 11 ' - 10 7/8" 21 ' - 11 3/4" � � / I 6 DOOR ASSEMBLIES IN CORE & SHELL ARE 6" FROM FINISH I � � • � • � • � • � • X2 FACE OF ADJACENT PARTITION TO EDGE OF DOOR LEAF , • � • � • • � • � � � • U N O � � 3' 0 3/4" 4' - 5 5/8" 4' - 5 5/8" 3' - 0 3/4" \ \ 7 REFER TO WALL TAGS, WALL TYPES, AND LIFE SAFETY TO , r , � � � � � / � � � _ , • v SEE FIRE RATINGS, SOUND RATING , & DETAILS • `� \ � R O R I � �� ` q 6,, A3 36 \ i � ASSOCIATED . .�l' ��b r�\� ; . � � r S AREAS WITH DEFERED SUBMITTAL TAG INDICATE 2301 BLAKE ST , STE #100 I �p, 4� I � � S� � / � � I DIAGRAMATIC PURPOSES ONLY DENVER, COLORADO 80205 8 � �o � � _ � d�� 5 \ / I 9 NOTE PANIG HARDWARE ON ALL ELECTRICAL ROOM 303 861 8555 F 303 861 3027 � DOORS � ,�35° � 706W B I 706 C �3S° 2 ' 6, I \ I / I I � I I 10 FIRE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS, 0225 MAIN STREET UNIT C101 ' �� ,, I PER LIFE SAFETY DWGS EDWARDS , COLORADO 81632 0o I I �� Q� 06 �2 � • 06 E1 �O �' • 2 A3 37 ` '�q / 11 FOR GAUGE OF EXTERIOR STUD WALL REFER TO o � � �° � \ ( ( S%, ,"'�,� � � STRUCTURAL DRAWINGS 970 926 8960 F 970 926 8961 — � —� — — � — � — - — , — � — — — �' — — I B 12 ALL COLUMNS ON THE GARAGE LEVEL, LEVEL 1 , AND ` � � � LEVEL 2 ARE TO MAINTAIN A 3 HOUR ASSEMBLY AS � ° � 70 A �' � �� 70 D a � g j � DETAILED ON SHEET A13 01 U N O ' r43 39 2 � A6 12 � \ / I � 1'i�, � 9 � 13 ALL COLUMNS ON LEVEL 3 THROUGH LEVEL 8 ARE TO � � / � � � I � "'c3� = /� , � � � A6 14 / MAINTAIN A ONE HOUR ASSEMBLY, EXCEPT FOR ALL ^ • — • — • — • • , - - • COLUMNS LOCATED IN THE LOADING DOCKARE TO HAVE � � � . � � . • � � � . J c� I 607E3 ' � A3HOURASSEMBLY � ' \ 0 14 REFER TO SHEET A13 01 FOR INTERIOR WALL TYPES T � p� � / \ � ' � N / 15 REFER TO SHEET Al2 02 FOR EXTERIOR WALL TYPES � \ / � 16 ALL FULL SIZE PARKING SPACES TO BE 9' x 18' AND - 07W C ALIGN I 7061{'V E � I / � I � � • � I I I r' � COMPACTS NOT TO BE LESS THAN 8' x 16' ALL DRIVE ~ � O � ' � � \ AISLES TO BE 24' MINIMUM FOR TWO WAY TRAFFIC AND 16' MINIMUM FOR ONE WAY TRAFFIC FOR 60 ANGLED � 07W C 1 � � in � _ / \� UNIT L / �\ 17 ANGLED PARKING TO BE 60° U N O o �, c � \ _ � h s. 60 U � I � 5' - 0 3/4" 6' - 3 5/8° �� T / 4 � 'y `, ' p / � _ �\ — I � � 18 REFER TO SHEET A13 03 FOR INTERIOR CEILING BA — co — — — — — — — � — 4 8 4�6 �i PENETRATIONS, WALL PENETRATIONS AND WALL R O I I � � I \ `,' RE A9 5 I �� I I / I 2 JOINING AND SEALING DETAILS U N O il UNIT \ � �� \ \ � � / 7�6 \ � ' 4bg \ �, �` '�� , � EXTERIOR �� 4 2 � � \ �L� %. � WALL �, N H ITE T AR 4 01 � P1 I M � ��p� I �,, BELOW I v ' ' � � � UNIT \ � / `� o � 9��8 �� / � 1936 MONTAUK HIGHWAY �' � �'� � BRIDGEHAMPTON, NY 11932 � ` � �\ / 631 537 3555 F 631 537 0558 7O7 � � _ � � P8 ��'1• OPEN TO BELOW �� / \ �� , „ / o � / � �I 210 Edwards Village Blvd , Swte D-207, PO Box 878 RE A9 70 � � I � - 3 � 6 � ; .�` � � � � Edwards, CO 81632 - - - - - - - - � ' - -1 ' - 21 /8" - � - o - `�' � - / / � - - � � D 9709264151 � pg � / / � � // �� I �\ �� 5' - 10 1 /4" 1 � � \ �� 4 2 // ISSUE/REVISION DATE NO �� ' �� // � \ • • � / /�d` I �� ` I \`,/ / �/ � � ( o , � OWNER REVIEW 16APR08 P2 3' - 9 1 /8" 3' - 4 3/4" , . ' ` 47/8" r3' - 63/4" 11 ' - 31 /8" � 3' - 21 /8" 5' - 11 7/8" i i i - - - - - - � � R O " ' R O • PZ � �,, �STAIRS _ � � \\ �� \ � � \� CONSTRUCTION DOCUMENTS 8AUG08 P i i� Ab 12 , $ � TOWN OF VAIL UPDATE 5FE609 � � � Zq � l� i $8 � ' �� %/ - \�. - - - I E - - � P2 ELEC P20 P19 P� � z _ � _��=l-r�� o / - CO P$ ,'�� - /j �� REVISIONS ' C1 I � 28 � 727 P28 I � � I � p2 � � � � � � p2 � pg ° � � I � �, I � �� I I � DESCRIPTION DATE NO � iiiii � ( 0 m � C1 " P28 � I a � I I I I I I I 1C � \, T / \ �� ASI 25-STONE WALL 100CT08 1 � 0 0 � � � _� _ � � - - - - - � P28 � �� P$ ,— � - - - F 3 MOVE-RAILING CHANGE M - � C') ALIGN 1' - 2 5/8" C IDOR C1 ORRIDO � � �7 U � � P$ � pg /� �- T O V UPDATES O4NOV08 2 9' - 7 1 /2" 7' - 8 7/8" 3' _ 4" ' � / `- \ - I 737 C1 . 73$ "' "' 1 � ~ � � \ � T 2 A3 33 ASI 50 09JUN09 3 • R O P2 �� RFI 1408 050CT09 4 � ALIGN � ' � � '� 1 3/8" P20 ALIGN 5 - 3 �/ � \ A3 34 I N � � � _ _ _ ^ � TOV UPDATE 28SEP09 5 , l � - � / � - � l7 CORRIDOR o , � \ o � - ,�4 � � P$ P$ M o ` 736 P28 C1 ' C1 P28 P19 P20 P21 � T � N 2 ALIGN � �� 5W A o � N \ � � � , � �o UNIT � P2o _ � � /i � , � � 703 - LL P1 R p � � ' - 2 1 /8" 6' - 11 3/8" R 0 15' - 9 1 /8" � � 5A P20 � p `�„ � / i� °,' �� 5 � � � j P19 � � ° � � "v `r° � 4 0 A6 15 3' - 4 3/4" 3' - 6 3/4" 1 ' - 4 5/8" / - � - _ i � � - - - - � � " O� COC � . \ T T � � , - � O 2 � � i � ti � � 43' - 0 7/8" � N r l 4 01 / P8 � , � o in - J � �� N ' „ P28 / 00 �6 5/8 � ' - 0 3/4" 6' - 0 5/8" � CORRIDOR P8 \ \ � " ADAMS , ' . � � ' RO � � / � 3' - 53/8" 739 I I \ � \ � � I � � �� 1016 � � � , „ 7 STRUCTURE TO REPOSITION �j � � 704W F 9 5 - 0 5/8 � 5' - 3 1 /8" P$ \� \ `�, < � • POSTS-CENTERED ON �� V A6 11 = \ �� I � � ( _ EITHER SIDE OF RIDGE �`SEDARG�� y '� - P2 � � � p • [n ' UNIT i � P28 I I � I _ I �\I 05 E `� � IoTo `° N � STORAGE N "' ' 0 0 � 704W E 704 - LL � , 725 � o � �' P$ • 70 � � N "' RE1 967 � - � o _ r _ - � - - - - - `° � � 4 3 M - � - - - UNIT P8 � r��i - , N • � I P2 P28 °' � I r � 7�5 � � T � - - � ° - - - - � - - �' � C� - � � N I �� • N � � � 04W D � ALIGN � ALIGN RE A9 68 Z - M- N - U ( � _ Q CORRIC � I � I U` , eM � � P13 00 ( 705A � 2p J , � r> I P28 72$ � � � � � Q , (705 E1 � I � c� � � I � � � w ^ r� o • � • � - . c� • - � - • • � � io �R / ,��' /%/YI" � � f/,�� !/J'�,'//! // /I�`%,'. • � M v j , -- - - - 15 - !� 20 _ 7 _ I 705W_ � _ pl � > � � r' - - r P13 � � P7 DN % �, yp N 4 0 ' � � �i ao i �/ v co � 04W C2 I � �; �� / ' ( c4 � � c i LL � z I _ � � °' J ALIGN • � • • - rn Q � r M �FF= � �a� - a° � � STAIRS ; � � 4� - o � iz° 7A �- `° � � `� � — P7 � — — — — — � ° - , �. ; — s5 � - � O � z M � - - - - � _ , g _ _ � N � ' y',�•r�3�•f/„(`�fr /f`r� ��l�/l�l � 1./ i�f`,F Jri'�if ,.>` o o � 2 68 � I . � � � • � • � • • • � � � A3 24 1 - I 23' - 10" P15 N I ` � � ' M 4 � � " � � � Q � � — — ° � 704W C_ _ A6 14 — — �' ' — — � � � � LL LL � � — 2' - 3 1 /4" ' ° — _ � 2 � 2' - 0" 2' - 7 1 /2" I `� ' i� � w O 1 � 1 _ ' y LJ..� 4 09 ^ 6" 5 1 /8" 16' - 8 7/8" 16' - 8 3/4" 4 5/8" 6 I , � M � � N A5 09 � ; � � IJ.� � • � � � • • � • • � � � � � � � • • • � o � � O O O r N � � � M w w 4 - M � (� � 0 0 0 o N 705W D � � � � � V J • � � 8 00 - _I 04W 3 04W B 2 04W 1 + 04W A 3 04W A W A 1 ' _ 3 A3 29 1 _ ( _ _ � ' _ _ T � � CO � 4 � ^ v - / w J � 2 � N � � � T - • � � • • � � � • • � � � � � • • • � • I � / � � M � ' - 10 3/4" R O 9' - 0 3/4" 9' - 0 3/4" - f � r. o r. o RO I I =_ - n�WF I . \` _ G E N E RAL N � T ES � �� , �P� ,� ,� , � �,� ,�R�P� �� ,� C � , � F� � M�� r, ; � 1 DO NOT SCALE DRAWINGS IF CRITICAL DIMENSIONS DO NOT RPPEAR ON THE DRAWINGS, NOTIFY ARCHITECT 2 IF DISCREPANCIES OCCUR BETUVEEN DRAWINGS OR BETWEEN THE DRAWINGS AND SPECIFICATIONS, NOTIFY � THE ARCHITECT FOR RESOLUTION 3 ALL PLAN DIMENSIONS LOCATING GYPSUM BOARD PARTITIONSARE TO FACE OF STUD, U N O ; 4 FINISH DIMENSIONS ARE TO THE FACE OF FINISH AND NOTES ' FIN" OR "CLR" 5 FLOOR PLANS NOTE LARGER STUDS AT PLUMBING WALLS, � � ' � �p•� � � � } � ELECTRICAL PANELS , & WASHER BOXES TO ALLOW � �� RECESSION INTO WALL PROVIDE CONTINUOUS FIRE RATING 6 DOOR ASSEMBLIES IN CORE & SHELL ARE 6" FROM FINISH FACE OF ADJACENT PARTITION TO EDGE OF DOOR LEAF , UNO 7 REFER TO WALL TAGS, WALL TYPES, AND LIFE SAFETY TO SEE FIRE RATINGS, SOUND RATING , & � ETAILS ASSOCIATED 8 AREAS WITH DEFERED SUBMITTAL TAG INDICATE 2301 BLAKE ST , STE #100 DIAGRAMATIC PURPOSES ONLY DENVER, COLORADO 80205 9 NOTE PANIC HARDWARE ON ALL ELECTRICAL ROOM 303 861 8555 F 303 861 3027 DOORS 10 FIRE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS, 0225 MAIN STREET UNIT C101 PER LIFE SAFETY DWGS EDWARDS , COLORADO 81632 11 FOR GAUGE OF EXTERIOR STUD WALL REFER TO STRUCTURAL DRAWINGS 970 926 8960 F 970 926 8961 12 ALL COLUMNS ON THE GARAGE LEVEL, LEVEL 1 , AND LEVEL 2 ARE TO MAINTAIN A 3 HOUR ASSEMBLY AS DETAILED ON SHEET A13 01 U N O 13 ALL COLUMNS ON LEVEL 3 THROUGH LEVEL 8 ARE TO A3 02 MAINTAIN A ONE HOUR ASSEMBLY, EXCEPT FOR ALL COLUMNS LOCATED IN THE LOADING DOCKARE TO HAVE 1 2 1 A 3 HOUR ASSEMBLY 2 14 REFER TO SHEET A13 01 FOR INTERIOR WALL TYPES 4 0 4 0 2 4 05 4 05 15 REFER TO SHEET Al2 02 FOR EXTERIOR WALL TYPES 16 ALL FULL SIZE PARKING SPACES TO BE 9' x 18' AND � 1 COMPACTS NOT TO BE LESS THAN 8' x 16' ALL DRIVE 1 2 3 4 5 6 7Q 8 9 10 z 11 12 13 ' 14 2 15 16 17 18 19 20 z 21 22 23 24 25 26 27 28 AISLESTO BE 24' MINIMUM FOR TWOWAYTRAFFICAND 16� J 4 0 4 0 � MINIMUM FOR ONE WAY TRAFFIC FOR 60° ANGLED 10' - 3" 26' - 8 1 /8" 11 ' - 7 3/8" 6' - 0" 5' - 5" 10' - 4" 21 ' - 4 3/4" 19' - 1 1 /8" = 27' - 5 1 /8" ' - 10 7/8' 18' - 3 1 /8" 24' - 4 1 /4" 23' - 11 1 /2" 18' - 11 1 /8" 5' 5 1 /8' 13' - 7 7/8" 13' - 6 1 /8" ' - 6 7 8" 21 'i10" 19' - 1 " 23' - 10" 16' - 8 1 /8" 19' - 0 1 /2" 15' - 3 1 /8" 7' - 4" PAR KI N G 17 ANGLED PARKING TO BE 60° U N O � (� 18 REFER TO SHEET A13 03 FOR INTERIOR CEILING , „ � PENETRATIONS, WALL PENETRATIONS, AND WALL I Q Q 19 - 1 7/8 � JOINING AND SEALING DETAILS U N O I I I I I I I � I I I I I I I I � I I � \ ti� I � I I � I I 3' - 4 1 /8" 0' - 0 7/8" 3' - 10 5/8" 32' - 10 3/8" 25' - 6" 59' - 4" 25' - 6 1 /2" 32' - 9 3/4" � 10' - 1 7/8" 33' - 9 5/8" � _ _ _ : : :�� - __ __ _ . _- _ - _ . ��: AR H ITE ,� A �� T "� 3 �'. I I I A3 47 I I I I I I I I I � � I � ;� ( 4 0 � �' � _ � � 1936 MONTAUK HIGHWAY I -°�° � � ' D � \ �' BRIDGEHAMPTON, NY 11932 2 :; � � ' � � ' � � � 631 537 3555 F 631 537 0558 � � � � r / O r j -°�° 't. ° , � � o �.�`1' ��" � 210 Edwards Village Blvd , Suite D-207, PO Box 878 , ti � • � _ B '� o + : r - \� T , o . 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R 3 DETAILED ON SHEET A13 01 U N O ^ w�o � ` �.O I y 13 ALL COLUMNS ON LEVEL 3 THROUGH LEVEL 8 ARE TO MAINTAIN A ONE HOUR ASSEMBLY, EXCEPT FOR ALL • I \ `b�\ I I � I / I I ��' I COLUMNS LOCATED IN THE LOADING DOCKARE TO HAVE . � I \ � �� / 14 RE ER TO SHEET A 3 01 FOR INTERIOR WALL TYPES g � 15 REFER TO SHEET Al2 02 FOR EXTERIOR WALL TYPES 16 ALL FULL SIZE PARKING SPACES TO BE 9' x 18' AND 3 • • 34 � c"�� I / COMPACTS NOT TO BE LESS THAN 8' x 16' ALL DRIVE o / r' AISLES TO BE 24' MINIMUM FOR TWO WAY TRAFFIC AND 16' I I I I I � I � I � I \ I N I MINIMUM FOR ONE WAY TRAFFIC FOR 60° ANGLED � pg I \ / � PARKING � � 17 ANGLED PARKING TO BE 60° U N O � UNIT �� 18 REFER TO SHEET A13 03 FOR INTERIOR CEILING . � . . � . � . ��, � / / PENETRATIONS, WALLPENETRATIONS, ANDWALL o / I JOINING AND SEALING DETAILS U N O BA 40 $�2 � , ;� 40 � \ � — — — —I — — ,�h — — � — �— — — — — — --r— — \—�— — — � C RE 9 79 / � I \ � i _ E T c� o / \ � I _, I � I pg I / \ ( � \ I I I 1936 MONTAUK HIGHWAY r \ / � BRIDGEHAMPTON , NY 11932 "' o � � � N I 631 537 3555 F 631 537 0558 v 210 Edwards Village Blvd , Suite D-207, PO Box 878 o / � _ /� � / io Edwards , CO 81632 � � /4 \\ � � � I \ � I � I � I I 970 926 4151 � 0 19' - 1 1 /2" —1 ' - 3" _ � � — — — � — � — — � \ � ISSUE/REVISION DATE NO � � � 4 � 3' - 6 3/4" 2' - 10" P2 � � OWNER REVIEW 16APR08 ROOF HATCH ABOVE , 4' - 9 3/8" 1 ' - 5 1 /4" 10 1 2" 8' - 5 1 /8" 3' - 1 " - " ' ' � ' `n I I \\�� CONSTRUCTION DOCUMENTS 8AUG08 � R 0 P2 P20 p P19 P2 � B ST RS A5 12 \ � � o \ TOWN OF VAIL UPDATE 5FEB09 STORA; E I � � I S$ M \ I REVISIONS � 83$ 8 �MANAGER�S � — ~ � — � — — — E DESCRIPTION DATE NO ° P2 ELEC I CLOSET ' � / N I � � I � I � I o P28 ' ' r" ASI 11 -UNIT 802 DOOR CHANGE 17SEP08 1 P25 � � P2$ $24 P20 N 825 S8- 7C / \ � ASI 17 -UNIT ENTRY DOORS 010CT08 2 00 _ _ _ _ I C TOV RESPONSE 09JUL09 3 — � P25 8 N I 3� �� p2 � / � r TOV UPDATE 28SEP09 4 3' - 4 3/4" 00 , „ , „ �, CCD 137 24JUL09 5 18 - 0 4 - 3 12 - 41 /4 � P7 � � � � � \ � P25 , � T I 8396 R O P28 � / \ - � - � ...�o. . . . � • • / � � — o � — � — 7 — � — — — � — — — — — I G I P28 � ~ - ' � A5 25 � � \ � � o� ` � STORAGE „ O M \ � 111 /2 P19 � / � \ O� CQ� O 839 � \ " �Q • - - - — - • - - - � � � P25 P25 3' - 4 3/4" 1 ' - 0 5/8" P79 P20 — � — — — � — — — I — � �; RY M 0 2 � � � 7' - 5 3/8��- - - - I Z y. I I I � H ADAMS � Ro \ � � 16 401 / 401 \ � � - � O � � � I ; <�C �� j � I M \ _ I t � ��SED ARG�` a ��`U�I � � i i \ i i � `�-� i P2 � \ r I -- \ \ N i � ° 12' - 0 1 /8" 7' - 1 3/4" 5' - 1 7/8" 4' - 7 1 /8" I I I � � SLAB OPENING - \ � FOR STAIR �°�° I I � I I \ I I I o P2 � \ I M � 10 — — — — — — � — — 43 — — — — — — — — — M — J � � � � � ( � � - ' UI - - - - UNIT - � - - - - - - - - - - - - �, ^ K —� 704 - UL - J (V � � RE �/A9 67 I I I I I "' I " Ps � � � � � � C� W P$ � Z - � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � � o � � � � � � � � � M / ALIGN � Cn � O O � � — — — — — — — P$ — — — — — — — — — — — — M — 0 � � � i ; i � i � � p r I o P8 � � � � � � P$ ¢ ¢ � � Q � LL LL � P8 P8 � � — — — — — — — — — — — — — — — — — — N J wC � W^ 2 ALIGN 2 G � L.L � 40 14' - 91 /8" 40 � � � � N O O O � � � • • � • � • � • � • • � • � • � - � • � • � � � ' ` � ' P$ P$ 4 � v � � � � J ��^ — — I � — —I — — � ' _ 3 A3 29 — I — — I — — — � — � � — I — P � V J � Q � O ❑ � � �} / � ' I / \ � ' � � s�� RO � RO I � I I I � I I � � Q � M - • � • � • � - � - �34� - 10 3/8�� - � • � - � • / c° � ' 1 CCD 073A co � I � 3' - 2 1 /2" 1 � � 1 � � � � � 1 ' - 2" � � 40 � A3 25 A6 15 / — — — — — — — — — — — — — — — � — — — — "c � � � � � / � � � / � I v / � I I I I I � I I { � — — — — — — — — — — — — — — — — — — R I i i i i i i i °' , � - - - - - - - - - - - - - - - - - - - - S � � � � 1 � � � � � I ' � _ LEVEL 8 ENLARGED T � PLAN -AREA #4 , I I I I � � I I I r w / z I � / PLOTTED 10/16/2009 2 57 13 PM J � "r CHK' D BY Maggie Fitzgerald, AIA = N — — — — — — — — — — — — — — — — — — — � a - OO COPYRIGHT2006 BY DAVIS PARTNERSH�P P C , ARCHITECTS � � NSHEET NUMBER -� � LEVEL 8 - AREA #4 . 1 /8 = 1 �-O�� (ALL PLANS THIS PAGE) FINAL CD ISSUE - 8 AUG 08 D P A PROJEC�� it�� D ��( 06232 . 00 DEC 2 2 2009 �AFE�uil� Colorado \ ,` ��. C' `� ..�...� GENERAL N � TES A � � 1 DO NOT SCALE DRAWINGS IF CRITICAL DIMENSIONS DO NOT APPEAR ON THE DRAWINGS, NOTIFY ARCHITECT 2 IF DISCREPANCIES OCCUR BETWEEN DRAWINGS OR BETWEEN THE DRAWINGSAND SPECIFICATIONS, NOTIFY THE ARCHITECT FOR RESOLUTION 3 ALL PLAN DIMENSIONS LOCATING GYPSUM BOARD PARTITIONS ARE TO FACE OF STUD, U N O � 4 FINISH DIMENSIONSARE TOTHE FACEOF FINISH AND NOTES ` FIN" OR "CLR" 5 FLOOR PLANS NOTE LARGER STUDS AT PLUMBING WALLS, � � �' /� r� h � � i* S ELECTRICAL PANELS , & WASHER BOXES TO ALLOW �"'� � E << RECESSION INTO WALL PROVIDE CONTINUOUS FIRE RAT W G I 6 DOOR ASSEMBLIES IN CORE & SHELL ARE 6" FROM FINISH FACE OF ADJACENT PARTITION TO EDGE OF DOOR LEAF , UNO 7 REFER TO WALL TAGS, WALL TYPES, AND LIFE SAFETY TO SEE FIRE RATINGS, SOUND RATING , & DETAILS ASSOCIATED 8 AREAS WITH DEFERED SUBMITTAL TAG INDICATE 2301 BLAKE ST , STE #100 DIAGRAMATIC PURPOSES ONLY DENVER, COLORADO 80205 � 9 NOTE PANIC HARDWARE ON ALL ELECTRICAL ROOM 303 861 8555 F 303 861 3027 DOORS 10 FIRE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS, 0225 MAIN STREET UNIT C101 PER LIFE SAFETY DWGS EDWARDS , COLORADO 81632 11 FOR GAUGE OF EXTERIOR STUD WALL REFER TO I STRUCTURAL DRAWINGS 970 926 8960 F 970 926 8961 � 12 ALL COLUMNS ON THE GARAGE LEVEL, LEVEL 1 , AND � LEVEL 2 ARE TO MAINTAIN A 3 HOUR ASSEMBLY AS DETAILED ON SHEET A13 01 U N O 13 ALL COLUMNS ON LEVEL 3 THROUGH LEVEL 8 ARE TO A3 02 MAINTAIN A ONE HOUR ASSEMBLY, EXCEPT FOR ALL 1 COLUMNS LOCATED IN THE LOADING DOCKARE TO HAVE 2 A 3 HOUR ASSEMBLY 2 4 05 4 � 14 REFER TO SHEET A13 01 FOR INTERIOR WALL TYPES � 15 REFER TO SHEET Al2 02 FOR EXTERIOR WALL TYPES 16 ALL FULL SIZE PARKING SPACES TO BE 9' x 18' AND 4 0 , 1 2 1 COMPACTS NOT TO BE LESS THAN 8' x 16' ALL DRIVE , 1 2 3 4 5 6 7 8 2 9 10 z 11 12 13 4 0 14 4 0 15 16 17 18 19 20 z 21 22 23 24 25 26 27 28 AISLESTO BE 24' MINIMUM FOR TWOWAYTRAFFICAND 16� � 4 0 J J MINIMUM FOR ONE WAY TRAFFIC FOR 60° ANGLED 10' - 3" 26' - 8 1 /8" 11 ' - 7 3/8" 6' - 0" 10' - 4" 21 ' - 4 3/4" 19' - 1 1 /8" = 27' - 5 1 /8" 18' - 3 1 /8" 24' - 4 1 /4" 23' - 11 1 /2" 18' - 11 1 /8" 13' - 7 7/8" 13' - 6 1 /8" = 21 ' - 10" 19' - 1 " 23' - 10" 16' - 8 1 /8" 19' - 0 1 /2" 15' - 3 1 /8" 7' - 4" PAR KI NG �� 17 ANGLED PARKING TO BE 60° U N O I 18 REFER TO SHEET A13 03 FOR INTERIOR CEILING 5' _ " Q 8' - 10 /8" ' - 5 1 /8" 5' - 6 7/8" Q 19 _ � ��8 � PENETRATIONS, WALL PENETRATIONS AND WALL ' � � � � � � � � \ � '` � � � � � � � I I I I I I I I I I , „ JOINING AND SEALING DETAILS U N O • 1 ' - 6 3/4" 20 - 10 5/8 � `t' \ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ A HITE A , ��:� _ T p� 3 � 1936 MONTAUK HIGHWAY \ � � I I I I I I I I I I I I I I I � �� \ � � � I �' I � I � I I BRIDGEHAMPTON , NY 11932 I CO 631 537 3555 F 631 537 0558 I ��.��' `� , I 210 Edwards Village Blvd , Suite D-207, PO Box 878 g _ Edwards CO 81632 '� �'%,, 970 926 4151 7 � 4 N � 7 4 3 4 08 � c� � 4 3 ISSUE/REVISION DATE NO I \\ � � I OWNER REVIEW 16APR08 C i I I I � � I -� CONSTRUCTION DOCUMENTS 8AUG08 I ° TOWN OF VAIL UPDATE 5FEB09 a � � a - c� ° < a i� � _ � q � 4 a e � \ 4 01 I e a a � o e a o � � � 4 01 REVISIONS I ( I I da � a � o �. C° DESCRIPTION DATE NO a a a ° a a a ' T / D , 6 - - TOV UPDATE 28SEP09 1 , , ° < - I ° � � a , i� � d ° g � e a � � � , ° � � � a - - � � E � ° - � ° 13 X - aa � , a �y ° � � � , ��;� ; � � F - 9 - � \ \ \ � �\B = � a a "' " 9 t� � , d ° r / � � tr a / \ � A3 03 1 n � ° ° � , V da � / — � � � � � � 4 08 � � ° ° 40 \ 5 � \ 2 ° a � 2 ,��, 401 I I _ � I _ 401 OF G �� G� °° � ` � � � 'v � � � a O � I ��5 R� ��O ❑ � a o ° a N .� . a ' �7�/ p N a da , a N � � � i_ll f!� � ° P M � ii �'jQf11�J� a7 .�. n �'� � — { � � � � a @. � � � ��" 1 A3 02 `�/�,1 ,`�V E : A 2 . 4 M � K �`�'S�D A�G'�� , A3 FSD 1 o rn � r � � / � N 2 N � , � 40 T � � � V � __ � g o io P � T J i i i i i i i i � i � i � 1 5 3 / M � � 09 4 09 1 4 0� 4 9 / � � � � 1� 1 2CCD 061A / � � � � Qi i i i i i 4 0 i A4 i i i � i i Q � � � � , r � > : 7 2 �* � � O O , � 40 40 � � O Q � R i � i i i i i i i i i i i i i i i � � � � Q �'- s �- 2 , � Q Q � � � � z � _J W O W J) � i i i i i i i i i i i = i i i � ' i i i � i � J � � r O O O a / �jU � C� � � CH LINE � I I I � I I I I I I I I I I I i I I I 'MATCH LINE I � - � Q J � i � � W - Cn � a � � , � o � > � Q U � i I - �- �i i - i i - i - i i i - - i i i - i i - - i - i - i - i i i �' i J F � I , O _ � cr� U i i i i i i i i i i i i i i i i , � i i i i i i i , i ( / � N I I I I I I I I I I I I I I I / � I I I I I I I 1 W � - - - - - - - � - - � � � i i � � i i i � _ i _ i i i i i i i , � i i _ i i _ i _ i _ i � i X - - - - - - i i � i i i i i i i i i i i � � i i i i i i i i � i � � , � / � � / N 1 / Y � - �- �- � � �- -� � � � j�- � � �- �- � -;- -T- -� � , , i � _ � - � � � LEVEL9PLAN - - i � i i i i i � i _ _ _ - - � i i i i i i i i i i i i �' i OVERALL Z - - - - _ - _ ,� \ i �--�_^^^^...» GENERAL NOTES � 2 1 DO NOT SCALE DRAWINGS IF CRITICAL DIMENSIONS DO 4 0 1 1 NOT APPEAR ON THE DRAWWGS, NOTIFY ARCHITECT ° 2 IF DISCREPANCIES OCCUR BETWEEN DRAWINGS OR CCD 061 B BETWEEN THE DRAWINGS AND SPECIFICATIONS, NOTIFY - � 1 � � 13 14 16 � 7 � $ 19 20 THE ARCHITECT FOR RESOLUTION 3 ALL PLAN DIMENSIONS LOCATING GYPSUM BOARD 8' - 10 7/8" 18' - 3 1 /8" 24' - 4 1 /4" 23' - 11 1 /2" � 4 2 18' - 11 1 /8" 5' - 5 1 /8" 13' - 7 7/8" 13' - 6 1 /8" 5' - 6 7/8" PA�TITIONS ARE TO FACE OF STUD, U N O 4 FINISH DIMENSIONS ARE TO THE FACE OF FINISH AND NOTES ' FIN" OR "CLR" � � 20' - 10 5/8" 5 FLOOR PLANS NOTE LARGER STUDS f1T PLUMBING WALLS, � �� 7 � �� A3 44 2 CCD 052K _ _ ELECTRICAL PANELS , & WASHER BOXES TO ALLOW � ' _ _ _ _ � _ _ _ _ _ � _ — — — — — I — — — — — — — — — -�-- — �— — — � — — — �— — � — � RECESSION INTO WALL PR01/IDE CONTINUOUS FIRE � ;, � � � ' 3 6 DOOR ASSEMBLIES IN CORE & SHELL ARE 6° FROM FINISH �� 1 _ — — — — — — — — — A U N OOF ADJACENT PARTITION TO EDGE OF DOOR LEAF , AS I 009N 4,1 � 4 _ — — CCD 052L 7 REFER TO WALL TAGS, WALL TYPES, AND LIFE SAFETY TO I I 2 I I I I I I 1 ASI 009M I 2 A3 40 1 ASSOCIATEDTINGS, SOUND RATING, & DETAILS 8 AREAS WITH DEFERED SUBMITTAL TAG INDICATE 2301 BLAKE ST , STE #100 ' � � I DIAGRAMATIC PURPOSES ONLY DENVER, COLORADO 80205 9 NOTE PANIC HARDWARE ON ALL ELECTRICAL ROOM 303 861 8555 F 303 861 3027 DOORS UNIT � 10 FIRE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS, � PER LIFE SAFETY DWGS 0225 MAIN STREET UNIT C101 � � I I 801 - UL I I I I I I � 11 FOR GAUGE OF EXTERIOR STUD WALL REFER TO g 0 926 8960 FO97O0 9 6 ggg632 STRUCTURAL DRAW WGS , 12 ALL COLUMNS ON THE GARAGE LEVEL, LEVEL 1 , AND RE 9 7H LEVEL 2 ARE TO MAINTAIN A 3 HOUR ASSEMBLY AS I I DETAILED ON SHEET A13 01 U N O I I I � � I I I I I 13 ALL COLUMNS ON LEVEL 3 THROUGH LEVEL 8 ARE TO MAINTAIN A ONE HOUR ASSEMBLY, EXCEPT FOR ALL — — — — — — — — — — _ _ _ _ _ _ _ _ � COLUMNS LOCATED IN THE LOAbING DOCKARE TO HAVE A 3 HOUR ASSEMBLY 14 REFER TO SHEET A13 01 FOR iNTERIOR WALL TYPES (FF = 196'-3") 196' - 0" 15 REFER TO SHEET Al2 02 FOR EXTERIOR WALL TYPES � � SI 009J 1 16 ALL FULL SIZE PARKING SPACES TO BE 9' x 18' AND M � • COMPACTS NOT TO BE LESS THAN 8' x 16' ALL DRIVE I I I � , � I I I I I _ AISLES TO BE 24' MINIMUM FOR TWO WAY TRAFFIC AND 16' ' o� SLAB OPENING N MINIMUM FOR ONE WAY TRAFFIC FOR 60° ANGLED � PARKING j FOR STAIR N 17 ANGLED PARKING TO BE 60° U N O ; � 18 REFER TO SHEET A13 03 FOR INTERIOR CEILING � � PENETRATIONS, WALL PENETRATIONS, AND WALL i I I I I � I I I I I I JOINING AND SEALING DETAILS U N O i � I _ _ _ _ _ _ _ _ _ _ _ � _ _ _ _ _ _ _ _ _ _ � T � ---� R T , _ �� 7� _ � �� C 17 4 1 /2 � I � � � 1936 MONTAUK HIGHWAY � � � BRIDGEHAMPTON, NY 11932 N _ 631 537 3555 F 631 537 0558 � CV � (FF = 196'-3") 196' - 0" � 210 Edwards Village Blvd , Suite D-207, PO Box 878 ` ' Edwards, CO 81632 ' I I I I �/ I I � � � � � 970 926 4151 ISSUE/REVISION DATE NO _ _ _ D OWNER REVIEW 16APR08 I I I I I I I I I I I CONSTRUCTION DOCUMENTS 8AUG08 ITOWN OF VAIL UPDATE 5FE609 _ \ I ~ REVISIONS � � DESCRIPTION DATE NO � � � � � � � � � � — — — — — — — — — — — — — — — — _ — I _ _ _ _ C ASI 2-UL UPDATING 21AUG08 1 C � � o I , � � � � � � � � � � � — — — — — — — — — — — — — — — — — — — F — — 9 ❑ T T 4 3� ' ' � � � I 15 I — — — I — I — — I — I I — � O — -��j� — — — — — — — — — — — — �./ R�01 � Or Co< � �� '�t� � � � � � � I � � � � � �� ' � � u � DA "v� S — ' — — — — — — — — — 801 W H 801 W G — — — — — — — — — — — n �` _ ,� ,c-+ '� � � 1 � 9' - 6" g� _ 6�� 1 ' - 7" 1 ' - 9 1 /4" 1 1 /8" � � � � � /��'`�, , � .��i `S'�.D Ai�G'� ,� I °°-�_ ,_,.�,.� . I N I I I I I I I I I I � O N ' � � I ( I I I ( � � I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � _ o � - - - - M J � - - - - - - - - - - - - - - - - - - -- - - - - - �, - _! � � I I I I I I I I � 2 _ K , N � ti OC I � � . � � 2 A320 40 A320 1 . � . M ' — � W � (_ _1 0 � c� z i i ji � i i � i � i i i i � o�o � � • — — — — — — — • — — — — — — — — — (– � - - - - - - � - - I I � _ � Q O ; ' M � pC o o � 2 � � ' I I 3 ' 4 � � 43 1234 � � � � � � � — — — — — — 4 3-'- — _ � _ 12 34 — — — — — — � — — — — — — — — I► A IVI Q � � I I f � � _I W O W � i ji j i i I i I i i i i � � J 0.. � _ _ _ � _ _ _ • _ _ • _ _ _ _ _ _ _ . _ . _ _ _ _ _ _ _ _ N O o 0 � � _ �- � . - - - - � -Z . _� (n U) U /� IN � ^ �..i� � � J i i i ► i i ► i i i o W — C� � Q — � I d. � oC — — — — — — — — — — — — — — — — — — — — — — — P r— Q � � i i i i i i i i i i _ O � � M I i i ! i i i i i i i � � T 1 ' � � � I CC� I — — — I — I — — I — —I I — — I — — — — — — — — — — — — — — — � � � � � � � � � � � � � � I � ' � � — — — ! — � — — � — — — — � — — — � — — — � — � — — � — —� � — — — R � , � ( - I - - ! - � - - � - - - - �— - - - ► - - - �-- - � - - � - -� � - - - S LEVEL 9 ENLARGED � � � � � � � � PLAN -AREA #3 i i i i i i i i i i _ � � � � , � T PLOTTED 2/24/2009 6 19 21 PM � � � � ( ( � � � � CHK' D BY Maggie Fitzgerald, AIA - � - - - � - I - - I - -I I - - - O COPYRIGHT 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS � _ I- _ _ I - - - - � - T — — — N SHEET NUMBER ( LEVEL 9 - AREA #3 . � 1 /8" = 1 '-0" (ALL PLANS THIS PAGE) � FINAL CD ISSUE - 8 AUG 08 D P .A PROJECT � �� n� � D �Y06232 00 DEC 2 2 2� 09 S�FE�u�f� Co{orado 1 GENERAL NOTES 1 PLAN CONFIGURATION OF SNOW FENCE STEEL PLATE C STANCHIONS IS DIAGRAMMATIC ONLY, RE 1 ,3 & 4/Al2 25 FOR TYP LAYOUT SNOW FENCE DIMENSIONS ARE FROM TOP CORNER OF ' TUBE STEEL AT TOP OF STRUCTURAL BEAM TO RIDGE 2 NUMBER ADJACENT TO DOWNSPOUT SYMBOL REPRESENTS THE � APPROX LENGTH OF DOWNSPOUTS PROVIDED FOR BIDDING • � PURPOSES ONLY ACTUAL LENGTHS TO BE VERIFIED PRIOR TO � PROCUREMENT AND FABRICATION • • � AI�CI 1 � l. l. S 3 TIE-OFFS ARE SHOWN FOR DIAGRAMMATIC PURPOSES ONLY THE OWNER SHALL BE RESPONSIBLE FOR FINAL LAYOUT REFER TO I STRUCTURAL ENGINEER'S DRAWINGS FOR VERTICAL SUPPORT SPACINGlLOCATIONS AS DETERMINED BY OWNER REFER TO ARCHITECTURAL DETAILS FOR FLASHING AND WATERPROOFING CRITERIA 2301 BLAKE ST , STE #100 4 HEAT TRACED GUTTERS TO RECEIVE 2 HEAT TRACE CABLES, DENVER , COLORADO 80205 DOWNSPOUTS TO RECEIVE 1 HEAT TRACE CABLE � EXTEND 303 861 8555 F 303 861 3027 DOWNSPOUT CABLE TO 5' BEYOND WARM AIR SPACE OR 5' BELOW FROSTLINE 0225 MAIN STREET UNIT C101 EDWARDS , COLORADO 81632 970 926 8960 F 970 926 8961 I I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 ' � � i i i i i i � i i i i i � i i i i i I � i i � i i I, E . 2 . 50 R . A2 . 51 , �, � , E . A2 . 3 RE . 2 . 55 , � .... .._ � .... � _.. I .... _.. _........ _.. _.. I ; � a � � � _ ..._..... _.. _.. I _.. _.. � � I —. _____ _.. � _____ ..._ W I _.. W ..._.�.. .... _ _._..... I _. _____ _.. V.. .......... .... 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