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Home My WebLink AboutB12-0355 plans approved193 EAST GORE CREEK DRIVE VAIL, CO 81657 FOR PERMIT2012.08.0GORE CREEK TENANT RENOVATION COMMENTS2012.08.3 1206002012.08.3 DHSS COVER SHEET A0.0 1. T H E G E N E R A L C O N T R A C T O R I S S U P P L I E D , H E R E I N , W I T H T H E C O N S T R U C T I O N D O C U M E N T S F O R U S E I N PR I C I N G & C O N S T R U C T I N G T H I S W O R K . I T I S T H E S O L E R E S P O N S I B I L I T Y O F T H E G E N E R A L C O N T R A C T O R TO V E R I F Y A L L E X I S T I N G C O N D I T I O N S & N O T I F Y T H E A R C H I T E C T O F A N Y D I S C R E P A N C I E S & U N F O R E S E E N CO N D I T I O N S & C O O R D I N A T E P R I C I N G & C O N S T R U C T I O N I N F O R M A T I O N A C C O R D I N G L Y . P R O V I D E & IN S T A L L A D E Q U A T E B L O C K I N G I N W A L L S T O R E C E I V E A L L A T T A C H E D E Q U I P . , P L U M B I N G , F I X T U R E S FI X T U R E S , M I L L W O R K , & C A S E W O R K . 2. C O N T R A C T O R I S R E S P O N S I B L E F O R F I E L D I N S P E C T I O N O F A L L S U R F A C E S T O R E C E I V E P A I N T O R O T H E R FI N I S H T R E A T M E N T & F O R A S S U M I N G T H A T S U C H S U R F A C E S A R E A C C E P T A B L E F O R F I N I S H A P P L I C A T I O N PR I O R T O I N I T I A T I N G A C T U A L F I N I S H W O R K . N O P A I N T F I N I S H S H A L L B E A P P L I E D O N A N Y S U R F A C E W H I C H IM P R O P E R L Y F I N I S H E D , R E P A I R E D O R O T H E R W I S E N O T F U L L Y A C C E P T A B L E F O R T H E F I N I S H A P P L I C A T I O N . AL L R O U G H N E S S O R I R R E G U L A R I T I E S T H A T M A Y A P P E A R A F T E R P R I M I N G S H A L L B E T H O R O U G H L Y F I L E D O R SA N D E D O U T O R O T H E R W I S E C O R R E C T E D T O P R O V I D E A S M O O T H , E V E N S U R F A C E F O R P A I N T I N G & FI N I S H I N G . F I N I S H E D A P P L I C A T I O N & W A L L A P P E A R A N C E S H O U L D B E F R E E O F S U R F A C E & C O L O R IR R E G U L A R I T I E S . GO R E C R E E K T E N A N T R E N O V A T I O N - W I N D O W T Y P E - D O O R N U M B E R - A R E A N U M B E R - E L E V A T I O N N U M B E R - B U I L D I N G S E C T I O N N U M B E R - E L E V A T I O N - W A L L T Y P E I N D I C A T I O N [R E F E R T O A S S E M B L I E S S H E E T ] - L E V E L - B U I L D I N G S E C T I O N S H E E T N U M B E R - E L E V A T I O N S H E E T N U M B E R - D E T A I L N U M B E R - D E T A I L S H E E T N U M B E R - W A L L S E C T I O N N U M B E R - W A L L S E C T I O N S H E E T N U M B E R SP O T E L E V A T I O N - I N T E R I O R E L E V A T I O N N U M B E R - I N T E R I O R E L E V A T I O N S H E E T N U M B E R - R E V I S I O N ( S I G N I F I C A N T AL T E R A T I O N S / C O R R E C T I O N S H A V E BE E N M A D E W H E N D R A W I N G T I T L E I S CL O U D E D ) - F I R E E X T I N G U I S H E R C A B I N E T L O C A T I O N PR O J E C T A B B R E V I A T I O N S PR O J E C T T E A M D I R E C T O R Y SY M B O L L E G E N D XX XAX . X X10 0 XAX . X X +1 0 0 ' - 0 " Le v e l 1 IN T E R I O R E L E V A T I O N AX . X 1 AX . X 1 AX . X 1 EX T E R I O R E L E V A T I O N BU I L D I N G S E C T I O N WA L L S E C T I O N DE T A I L C A L L O U T - A R E A N A M E RO O M A R E A 10 0 EN T R Y FE C VI C I N I T Y M A P GE N E R A L C O N S T R U C T I O N N O T E S - W I N D O W F R A M E E L E V A T I O N N U M B E R - W I N D O W F R A M E E L E V A T I O N S H E E T N U M B E R AX . X G1 WI N D O W F R A M E T Y P E E L E V A T I O N - G E N E R A L W O R K N O T E [R E F E R T O L E G E N D S ] 1 - F L O O R O R R O O F T Y P E I N D I C A T I O N [R E F E R T O A S S E M B L I E S S H E E T ] X1 X - D E M O L I T I O N F L A G N O T E S -C E I L I N G E L E V A T I O N [R E L A T I V E T O R O O M F I N I S H F L O O R ] +9 ' - 0 " X- 1 -M A T E R I A L T A G [R E : F I N I S H S C H E D U L E ] NO . SH E E T N A M E DR A W I N G I N D E X DE S C R I P T I O N S O F W O R K PO U N D S P E R S Q U A R E I N C H PT P O S T T E N S I O N E D o r P O R C E L A I N T I L E PT D P A I N T E D PT D R P A P E R T O W E L D I S P E N S E R A N D RE C E P T A C L E PT N P A R T I T I O N PT R P A P E R T O W E L R E C E P T A C L E PV C P O L Y V I N Y L C H L O R I D E PV M T P A V E M E N T QT Q U A R R Y T I L E QT Y Q U A N T I T Y (R ) R E M O V E R R I S E R RA D R A D I U S RB R U B B E R B A S E RB C R U B B E R B A S E C O V E RB S R U B B E R B A S E S T R A I G H T RB T R U B B E R T I L E RD R O O F D R A I N o r R O A D RE R E F E R T O o r R E F E R E N C E RE C R E C E S S ( E D ) RE C P T R E C E P T A C L E RE F R E F R I G E R A T O R o r R E F R I G E R A T E D RE I N F R E I N F O R C E D RE Q D R E Q U I R E D RE S I L R E S I L I E N T RE V R E V I S E , R E V I S E D o r R E V I S I O N ( S ) RF R E S I L I E N T F L O O R I N G RF G R O O F I N G RF L R E F L E C T E D RH R I G H T H A N D RL R A I N L E A D E R RM R O O M RO R O U G H O P E N I N G RO D R O O F O V E R F L O W D R A I N RO W R I G H T O F W A Y RP M R E V O L U T I O N S P E R M I N U T E RV S R E V E R S E ( S I D E ) RW C R A I N W A T E R C O N D U C T O R S S O U T H o r S E A L E D SC S O L I D C O R E SC D S E A T C O V E R D I S P E N S E R SC H E D S C H E D U L E SD S O A P D I S P E N S E R SE C S E C T I O N SF S Q U A R E F E E T SH T S H E E T SH T G S H E A T H I N G SH W R S H O W E R SIM S I M I L A R SN C S A N I T A R Y N A P K I N C A B I N E T SN D S A N I T A R Y N A P K I N D I S P E N S E R SN R S A N I T A R Y N A P K I N R E C E P T A C L E SO F F S O F F I T SP E C S S P E C I F I C A T I O N ( S ) SP K L S P R I N K L E R SP K R S P E A K E R SP R T S U P P O R T SQ S Q U A R E SR S I N K R E C E P T A C L E SS S T A I N L E S S S T E E L SS K S E R V I C E S I N K ST A S T A T I O N ST D S T A N D A R D ST L S T E E L ST O R S T O R A G E ST R U C T S T R U C T U R E o r S T R U C T U R A L SU S P S U S P E N D ( E D ) SY M S Y M M E T R I C A L SY S S Y S T E M TT R E A D T& B T O P A N D B O T T O M T& G T O N G U E A N D G R O O V E TB T O W E L B A R TB C T O P O F B A C K O F C U R B TE L E T E L E P H O N E TE M P T E M P O R A R Y o r T E M P E R A T U R E TG T E M P E R E D G L A S S TH E R M T H E R M O S T A T TH K T H I C K o r T H I C K N E S S TH L D T H R E S H O L D TO T O P O F TO C T O P O F C O N C R E T E TO S T O P O F S T E E L TO W T O P O F W A L L TP D T O I L E T P A P E R D I S P E N S E R TP T N T O I L E T P A R T I T I O N TS T U B E S T E E L TV T E L E V I S I O N TY P T Y P I C A L UL U N D E R W R I T E R ' S L A B O R A T O R Y UN F I N U N F I N I S H E D UO N U N L E S S O T H E R W I S E N O T E D UR . U R I N A L US G S U . S . G E O L O G I C A L S U R V E Y VV O L T VA R V A R Y o r V A R I E S VB V A P O R B A R R I E R VC T V I N Y L C O M P O S I T I O N T I L E VE N T V E N T I L A T I O N VE R V E R I F Y VE R T V E R T I C A L VE S T V E S T I B U L E VIF V E R I F Y I N F I E L D VIN V I N Y L o r S H E E T V I N Y L VO L V O L U M E VT R V E N T T H R O U G H R O O F VW C V I N Y L W A L L C O V E R I N G W W E S T o r W I D E W.O . W H E R E O C C U R S W/ W I T H W/ C W A T E R C L O S E T W/ O W I T H O U T W/ R W A T E R R E S I S T A N T WC W A L L C O V E R I N G WD W O O D WD O W I N D O W WF . W I D E F L A N G E o r W O O D F L O O R I N G WG L W I R E G L A S S WP W A T E R P R O O F ( I N G ) WP T W O R K I N G P O I N T WS C T TR U E N O R T H MI N O R E X T E R I O R A L T E R A T I O N A N D T E N A N T F I N I S H O F T H E E X I S T I N G I N T E R I O R S T O U T I L I Z E T H E SP A C E A S A D R I N K I N G / E A T I N G E S T A B L I S H M E N T . W O R K I N C L U D E S A L L N E C E S S A R Y A R C H I T E C T U R A L , ME C H A N I C A L , P L U M B I N G , E L E C T R I C A L & K I T C H E N E Q U I P M E N T S C O P E . D E S I G N D O E S N O T PR O P O S E A C H A N G E I N N E T S Q U A R E F O O T A G E T O E X I S T I N G U S A B L E A R E A . DE M O L I T I O N A0 . 0 C O V E R S H E E T A1 . 0 L E V E L 1 F L O O R P L A N A1 . 1 L E V E L 2 F L O O R P L A N A2 . 1 E X I S T I N G B U I L D I N G E L E V A T I O N - N O R T H ME C H A N I C A L a n d P L U M B I N G M5 . 0 M E C H A N I C A L E A S T E L E V A T I O N PR E F I N P R E F I N I S H E D PR E S T R P R E S T R E S S E D PR I M P R I M A R Y PR O J P R O J E C T PS F P O U N D S P E R S Q U A R E F O O T PS I P O U N D S P E R S Q U A R E I N C H PT P O S T T E N S I O N E D o r P O R C E L A I N T I L E PT D P A I N T E D PT D R P A P E R T O W E L D I S P E N S E R A N D RE C E P T A C L E PT N P A R T I T I O N PT R P A P E R T O W E L R E C E P T A C L E PV C P O L Y V I N Y L C H L O R I D E PV M T P A V E M E N T QT Q U A R R Y T I L E QT Y Q U A N T I T Y (R ) R E M O V E R R I S E R RA D R A D I U S RB R U B B E R B A S E RB C R U B B E R B A S E C O V E RB S R U B B E R B A S E S T R A I G H T RB T R U B B E R T I L E RD R O O F D R A I N o r R O A D RE R E F E R T O o r R E F E R E N C E RE C R E C E S S ( E D ) RE C P T R E C E P T A C L E RE F R E F R I G E R A T O R o r R E F R I G E R A T E D RE I N F R E I N F O R C E D RE Q D R E Q U I R E D RE S I L R E S I L I E N T RE V R E V I S E , R E V I S E D o r R E V I S I O N ( S ) RF R E S I L I E N T F L O O R I N G RF G R O O F I N G RF L R E F L E C T E D RH R I G H T H A N D RL R A I N L E A D E R RM R O O M RO R O U G H O P E N I N G RO D R O O F O V E R F L O W D R A I N RO W R I G H T O F W A Y RP M R E V O L U T I O N S P E R M I N U T E RV S R E V E R S E ( S I D E ) RW C R A I N W A T E R C O N D U C T O R S S O U T H o r S E A L E D SC S O L I D C O R E SC D S E A T C O V E R D I S P E N S E R SC H E D S C H E D U L E SD S O A P D I S P E N S E R SE C S E C T I O N SF S Q U A R E F E E T SH T S H E E T SH T G S H E A T H I N G SH W R S H O W E R SIM S I M I L A R SN C S A N I T A R Y N A P K I N C A B I N E T SN D S A N I T A R Y N A P K I N D I S P E N S E R SN R S A N I T A R Y N A P K I N R E C E P T A C L E SO F F S O F F I T SP E C S S P E C I F I C A T I O N ( S ) SP K L S P R I N K L E R SP K R S P E A K E R SP R T S U P P O R T SQ S Q U A R E SR S I N K R E C E P T A C L E SS S T A I N L E S S S T E E L SS K S E R V I C E S I N K ST A S T A T I O N ST D S T A N D A R D ST L S T E E L ST O R S T O R A G E ST R U C T S T R U C T U R E o r S T R U C T U R A L SU S P S U S P E N D ( E D ) SY M S Y M M E T R I C A L SY S S Y S T E M TT R E A D T& B T O P A N D B O T T O M T& G T O N G U E A N D G R O O V E TB T O W E L B A R TB C T O P O F B A C K O F C U R B TE L E T E L E P H O N E TE M P T E M P O R A R Y o r T E M P E R A T U R E TG T E M P E R E D G L A S S TH E R M T H E R M O S T A T TH K T H I C K o r T H I C K N E S S TH L D T H R E S H O L D TO T O P O F TO C T O P O F C O N C R E T E TO S T O P O F S T E E L TO W T O P O F W A L L TP D T O I L E T P A P E R D I S P E N S E R TP T N T O I L E T P A R T I T I O N TS T U B E S T E E L TV T E L E V I S I O N TY P T Y P I C A L UL U N D E R W R I T E R ' S L A B O R A T O R Y UN F I N U N F I N I S H E D UO N U N L E S S O T H E R W I S E N O T E D UR . U R I N A L US G S U . S . G E O L O G I C A L S U R V E Y VV O L T VA R V A R Y o r V A R I E S VB V A P O R B A R R I E R VC T V I N Y L C O M P O S I T I O N T I L E VE N T V E N T I L A T I O N VE R V E R I F Y VE R T V E R T I C A L VE S T V E S T I B U L E VIF V E R I F Y I N F I E L D VIN V I N Y L o r S H E E T V I N Y L VO L V O L U M E VT R V E N T T H R O U G H R O O F VW C V I N Y L W A L L C O V E R I N G W W E S T o r W I D E W.O . W H E R E O C C U R S W/ W I T H W/ C W A T E R C L O S E T W/ O W I T H O U T W/ R W A T E R R E S I S T A N T WC W A L L C O V E R I N G WD W O O D WD O W I N D O W WF . W I D E F L A N G E o r W O O D F L O O R I N G WG L W I R E G L A S S WP W A T E R P R O O F ( I N G ) WP T W O R K I N G P O I N T WS C T W A I N S C O T WT W E I G H T WW F W E L D E D W I R E F A B R I C YA R D FL R F L O O R ( I N G ) FL U O R F L U O R E S C E N T FO C F A C E O F C O N C R E T E FO F F A C E O F F I N I S H FO M F A C E O F M A S O N R Y FO S F A C E O F S T U D FR F I R E R E S I S T I V E o r F I R E R A T E D FR P F I B E R G L A S S R E I N F O R C E D P A N E L ( I N G ) FR T F I R E R E T A R D A N T T R E A T E D FT F O O T ( F E E T ) FT G F O O T I N G FU R N F U R N I S H ( E D ) FU R R F U R R E D o r F U R R I N G FU T F U T U R E FV C F I R E V A L V E C A B I N E T GA G A U G E GA L V G A L V A N I Z E D GB G R A B B A R GC G E N E R A L C O N T R A C T O R GC M U G L A Z E D C O N C R E T E M A S O N R Y U N I T ( S ) GL G L A S S o r G L A Z I N G GN D G R O U N D GR G R A D E GR T G R O U T GW B G Y P S U M W A L L B O A R D GY P G Y P S U M GY P . 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G Y P S U M B O A R D HA S H E A D E D A N C H O R S T U D HB H O S E B I B HC H O L L O W C O R E o r H A N D I C A P P E D HD A S H E A D E D D E F O R M E D A N C H O R S T U D HD R H E A D E R HD W R H A R D W A R E HM H O L L O W M E T A L HO R I Z H O R I Z O N T A L HR H O U R HT H E I G H T HT R H E A T E R HV A C H E A T I N G , V E N T I L A T I O N a n d A I R CO N D I T I O N I N G HW H O T W A T E R HW H H O T W A T E R H E A T E R HW Y H I G H W A Y IB C I N T E R N A T I O N A L B U I L D I N G C O D E ID I N S I D E D I A M E T E R IN I N C H ( E S ) IN C A N D I N C A N D E S C E N T IN C L I N C L U D ( E D ) IN F O I N F O R M A T I O N IN S U L I N S U L A T I O N o r I N S U L A T E D IN T I N T E R I O R IN T M E D I N T E R M E D I A T E IN V I N V E R T JC J A N I T O R C L O S E T JS T J O I S T JT J O I N T KD K N O C K D O W N KI T K I T C H E N KO K N O C K O U T KP K I C K P L A T E LA B L A B O R A T O R Y LA M L A M I N A T E LA V L A V A T O R Y LB L L A B E L LD R L E A D E R LH L E F T H A N D LK R L O C K E R LL H L O N G L E G H O R I Z O N T A L LL V L O N G L E G V E R T I C A L LP L I G H T I N G P A N E L o r L I G H T P R O O F LT L I G H T LT L L I N T E L LV R L O U V E R MA C H M A C H I N E R Y MA G M A G N E T I C MA S M A S O N R Y MA T L M A T E R I A L MA X M A X I M U M MB M O I S T U R E B A R R I E R ME C H M E C H A N I C A L ME D M E D I U M ME M B M E M B R A N E ME P M E C H A N I C A L , E L E C T R I C A L a n d PL U M B I N G ME Z Z M E Z Z A N I N E MF R M A N U F A C T U R E R MH M A N H O L E MI N M I N I M U M MI R R M I R R O R MI S C M I S C E L L A N E O U S MM M I L L I M E T E R S MO M A S O N R Y O P E N I N G MT D M O U N T ( E D ) MT L M E T A L MU L M U L L I O N (N ) N E W NN O R T H NI C N O T I N C O N T R A C T NO N U M B E R NO M N O M I N A L NR C N O I S E R E D U C T I O N C O E F F I C I E N T NT S N O T T O S C A L E OA O V E R A L L OC O N C E N T E R OD O U T S I D E D I A M E T E R OF O U T S I D E F A C E OF F O F F I C E OH O P P O S I T E H A N D OP N G O P E N I N G OP P O P P O S I T E OT O O U T S I D E - T O - O U T S I D E P P A I N T ( E D ) P/ L P R O P E R T Y L I N E PA C P R E V I O U S L Y A W A R D E D C O N T R A C T PA R P A R A L L E L PB O P R O V I D E D B Y O T H E R S PC P R E C A S T PE R F P E R F O R A T E D PE R I M P E R I M E T E R PK G P A R K I N G PL P L A T E PL A M P L A S T I C L A M I N A T E PL A S P L A S T E R PL B G P L U M B I N G PL Y W D P L Y W O O D PN L P A N E L PO L P O L I S H E D PR P A I R o r P R O P O S A L R E Q U E S T PR E F A B P R E F A B R I C A T E D PO U N D ( S ) o r N U M B E R AN D AN G L E @A T A/ V A U D I O / V I S U A L AB A N C H O R B O L T AB V A B O V E AC O U S A C C O U S T I C A L AC T A C C O U S T I C A L C E I L I N G T I L E AD A R E A D R A I N o r A C C E S S D O O R AD D A D D E N D U M AD J A D J A C E N T o r A D J U S T A B L E AF F A B O V E F I N I S H E D F L O O R AG G A G G R E G A T E AH U A I R H A N D L I N G U N I T AL T A L T E R N A T E AL U M A L U M I N U M AN O D A N O D I Z E D AP P R O X A P P R O X I M A T E AR C H A R C H I T E C T U R A L AS I A R C H I T E C T ' S S U P P L E M E N T A L IN S T R U C T I O N S AS P H A S P H A L T AU T O A U T O M A T I C AV E A V E N U E AV G A V E R A G E AW P A C O U S T I C A L W A L L P A N E L BA S E B.O . B Y O W N E R B.O . F . B Y O W N E R , F U T U R E BD B O A R D BIT B I T U M I N O U S BL D G B U I L D I N G BL K G B L O C K I N G BM B E A M o r B E N C H M A R K BO T B O T T O M BR G B E A R N I N G BS M T B A S E M E N T CC A U L K I N G C. L . C E N T E R L I N E CA B C A B I N E T CA T V C A B L E T E L E V I S I O N CC D C O N S T R U C T I O N C H A N G E D I R E C T I V E CC T V C L O S E D C I R C U I T T E L E V I S I O N CD O T C O L O R A D O D E P A R T M E N T O F TR A N S P O R T A T I O N CE M C E M E N T I T I O U S CF L C O U N T E R F L A S H I N G CG C O R N E R G U A R D CI P C A S T I N P L A C E CI R C C I R C U M F E R E N C E CJ C O N T R O L J O I N T CL C O L U M N L I N E CL G C E I L I N G CL O S C L O S E T CL R C L E A R CM C E N T I M E T E R S CM U C O N C R E T E M A S O N R Y U N I T CO C H A N G E O R D E R o r C L E A N O U T CO L C O L U M N CO N C C O N C R E T E CO N F C O N F E R E N C E CO N N C O N N E C T I O N CO N S T R C O N S T R U C T I O N CO N T C O N T I N U O U S CO N T R C O N T R A C T O R CO R R C O R R I D O R o r C O R R U G A T E D CP T C A R P E T CT C E R A M I C T I L E CT R C O U N T E R CU C U B I C CY C U B I C Y A R D DA M P D A M P R O O F I N G DB L D O U B L E DE G D E G R E E DE M O D E M O L I S H o r D E M O L I T I O N DE P T D E P A R T M E N T DF D R I N K I N G F O U N T A I N DIA D I A M E T E R DIA G D I A G O N A L DIM D I M E N S I O N DIS P D I S P E N S E R DIV D I V I S I O N DN D O W N DR D O O R DS D O W N S P O U T DT L D E T A I L DW G D R A W I N G DW R D R A W E R (E ) E X I S T I N G EA S T EA E A C H EB E X P A N S I O N B O L T ED E X H A U S T D U C T EF E X H A U S T F A N o r E A C H F A C E EJ E X P A N S I O N J O I N T EL E L E V A T I O N EL E C E L E C T R I C A L EL E V E L E V A T O R EM E R E M E R G E N C Y EN G R E N G I N E E R EO S E D G E O F S L A B EQ E Q U A L EQ U I P E Q U I P M E N T ES E A C H S I D E ES T E S T I M A T E EW E A C H W A Y EW C E L E C T R I C W A T E R C O O L E R EW H E L E C T R I C W A T E R H E A T E R EX T E X T E R I O R FA R E N H E I T FA F I R E A L A R M FA C F I R E A L A R M C A B I N E T FA C P F I R E A L A R M C O N T R O L P A N E L FB O F U R N I S H E D B Y O T H E R ( S ) FD F L O O R D R A I N o r F I R E D A M P E R FD N F O U N D A T I O N FE F I R E E X T I N G U I S H E R FE C F I R E E X T I N G U I S H E R C A B I N E T FF F I N I S H E D F L O O R FF L F I N I S H E D F L O O R L I N E FH F I R E H Y D R A N T FH C F I R E H O S E C A B I N E T FH M S F L A T H E A D M A C H I N E S C R E W FH V F I R E H O S E V A L V E FH W S F L A T H E A D W O O D S C R E W FIN F I N I S H ( E D ) FIX T F I X T U R E FL G F L A S H I N G YD <&# D1 . 0 L E V E L 1 D E M O L I T I O N P L A N D1 . 1 L E V E L 2 D E M O L I T I O N P L A N AR C H I T E C T U R A L A2 . 2 E X I S T I N G B U I L D I N G E L E V A T I O N - E A S T A2 . 3 E X I S T I N G B U I L D I N G E L E V A T I O N - S O U T H A2 . 4 E X I S T I N G B U I L D I N G E L E V A T I O N - W E S T A2 . 5 N E W B U I L D I N G E L E V A T I O N - N O R T H A2 . 6 A2 . 7 A2 . 8 NE W B U I L D I N G E L E V A T I O N - E A S T NE W B U I L D I N G E L E V A T I O N - S O U T H NE W B U I L D I N G E L E V A T I O N - W E S T 19 3 G O R E C R E E K D R I V E , U N I T S A & D VA I L , C O 8 1 6 5 7 AR C H I T E C T OW N E R S MA T T M O R G A N & KE V I N C L A I R 19 3 G O R E C R E E K D R I V E , SU I T E 2 0 1 , V A I L , C O 81 6 5 7 PH : 9 7 0 . 4 7 6 . 0 1 2 5 FA X : 9 7 0 . 4 7 6 . 0 1 3 7 CO N T A C T : MA T T M O R G A N - ma t t @ s w e e t b a s i l - v a i l . c o m GE N E R A L CO N T R A C T O R RO C K Y M O U N T A I N CO N S T R U C T I O N G R O U P 12 0 W I L L O W B R I D G E R D SU I T E 7 VA I L , C O . 8 1 6 5 7 PH : 9 7 0 - 4 7 6 - 4 4 5 8 FA X # : 9 7 0 4 7 6 - 4 9 5 1 CO N T A C T : MA R K H A L L E N B E C K - ma r k @ r o c k y m o u n t a i n c o n s t r u c t i o n g r o u p . c o m ME C H . EN G I N E E R Ra d e r E n g i n e e r i n g , I n c . 40 6 9 0 H i g h w a y 6 , S u i t e E 1 P. O . B o x 8 6 1 0 Av o n , C O 8 1 6 2 0 PH : 9 7 0 - 8 4 5 - 7 9 1 0 FA X : 9 7 0 - 8 4 5 - 7 5 2 2 CO N T A C T : BR Y A N H O U L E - Br y a n @ r a d e r e n g i n e e r i n g . c o m KI T C H E N EQ U I P M E N T Tu n d r a S p e c i a l t i e s De s i g n G r o u p 38 2 5 W a l n u t S t . Bo u l d e r , C O 8 0 3 0 1 PH : 3 0 3 - 5 4 5 - 1 3 6 5 CO N T A C T : JE F F K A T Z - JK a t z @ e t u n d r a . c o m Occupant Load [Table 1004.1.1]The Maximum Floor Area Allowances per Occupant are:-Assembly without fixed seats (Unconcentrated-tables and chairs): 15 sf net-Storage300 sf gross-Mechanical300 sf gross -Kitchens [Commercial]200 sf gross 903.2.1.2 Group A-2.An automatic sprinkler system shall be provided for Group A-2 occupancies where one of the following conditions exists:1. The fire area exceeds 5,000 square feet (465 m2);2. The fire area has an occupant load of 100 or more;3. The fire area is located on a floor other than the level of exit discharge.*Note: Current program exceeds occupant load of 100 persons, therefore an automatic sprinkler system is required & provided.1004.7 Fixed seating."For areas having fixed seats and aisles,the occupant load shall be determined by thenumber of fixed seats installed therein. The occupant load for areas in which fixed seating is not installed, such as waiting spaces and wheelchair spaces, shall be determined inaccordance with Section 1004.1.1 and added to the number of fixed seats.""...The occupant load of seating booths shall be based on oneperson for each 24 inches (610 mm) of booth seat length measured at the backrest of theseating booth."Occupant Load Calculations:LEVEL 1:-West Banquette & Bar Seating Areas [Fixed Seating-See Section 1004.7]: 28 OCCS -West Open Seating Area [Loose Seating]: 500 sf / 15 net = 20.73 OCCS -Kitchen & Beer Cooler/Storage area: 1,262 sf / 200 = 6.31 OCCS-Janitor Closet, Water & Mechanical: 122 sf / 300 = 0.41 OCC TOTAL MAIN LEVEL= 136.45 OCCSTOTAL OCCUPANT LOAD = 137 OCCS-Patio Areas: 316 sf / 15 net = 21.06 OCCS193 Gore Creek Drive Tenant Renovation Code AnalysisProject Number:120600.vtavProject Location:193 GORE CREEK DRIVE, UNITS A & D, VAIL, CO 81657 Applicable Codes:• International Building Code, 2009 Edition • International Mechanical Code, 2009 Edition• International Plumbing Code, 2009 Edition • International Energy Conservation Code, 2009 Edition• International Fuel & Gas Code, 2009 Edition • International Fire Code, 2009 Edition • National Electrical Code, 2008 Edition• Eagle County 2009 IBC Amendments & Zoning Regulations Building Classification[s] per Section 303:Although this space may eventually include accessory occupancies, this area of the buildingwill be evaluated as A-2 because of the specific functions within.A-2:"Assembly uses intended for food and/or drink consumption including, but not limited toBanquet halls, Night clubs, Restaurants, Taverns and Bars".Construction Type Proposed [Section 602]:Type II-A [Fully Sprinklered]Local Zoning District:CC1 [COMMERCIAL CORE-1]Allowable Height [Table 503]:15,500 SF for A-2; 65 feet max; 3-stories max Proposed Existing Renovated Building Area:3,912 gross sq ft plus 374 sf Outdoor Patio AreaProposed New Building Area:0 net sq ft Fire Resistive Requirements per Table 601 for Type II-A construction*:STRUCTURAL FRAME1(1 HR < 20')EXT. BEARING WALLS1(1 HR < 20') See Table 602INT. BEARING WALLS1(1 HR < 20')EXT. NON-BEARING WALLS1(1 HR < 20')INT. PARTITIONS0(1 HR < 20')SHAFT ENCLOSURES1(1 HR < 20')FLOORS-CEILINGS/ROOFS1(1 HR < 20')ROOFS-CEILINGS/ROOFS1(1 HR < 20')2009 IECC Commerical Assemblies Table 502.2 [Climate Zone 6B]:*Note: R-values refer only to minimum amount of insulation required, not entire assemblies.Roofs:-Insulation entirely above deck: R-20 [continuous]-Attic & other: R-38Walls, Above Grade:-Mass: R-13.3 [continuous]-Wood & Metal Framed: R-13 + R-7.5 [continuous]Walls, Below Grade:R-7.5 [continuous]Floors:-Mass: R-12.5 [continuous]-Joist/Framing: R-30 Slab on Grade:-Unheated: R-10 for 24-inches below-Heated: R-15 for 24-inches below Opaque Doors:-Swinging: U-0.70 -Roll-up or Sliding: U-0.50 Windows: [Table 502.3]-U-factor: 0.45 [curtain wall/storefront]-SHGC:-PF < 0.25: 0.40 0.25< PF > 0.5: No Requirement Plumbing fixture calculations [Table 2902.1]:137 total occupants 69 Men; 69 WomenWater Closet ratio: Men-1 per 75; Women-1 per 75 Water Closets required: Men-1; Women-1Water Closets provided: Men: 2 WCs ; Women: 2 WCs Lavatories ratio: Men & Women-1 per 200 Lavatories required: Men-1; Women-1Lavatories provided: Men: 2 Lavs; Women: 2 Lavs Drinking fountain ratio:1 per 500Drinking fountains required: 1 Drinking fountains provided: 1 Service sinks required: 1Service sinks provided: 1 (*Per IPC 419.2, not more than 67% of required water closets may be replaced with urinals.) CI V I L E N G I N E E R : GO R E R A N G E SU R V E Y I N G , L L C PO B O X 1 5 51 2 9 L O N G S U N L A N E AV O N , C O 8 1 6 2 0 - 0 0 1 5 PH : ( 9 7 0 ) 4 7 9 - 8 6 9 8 FA X : ( 9 7 0 ) 4 7 9 - 0 0 5 5 CO N T A C T : SA M E C K E R - sa m @ g o r e r a n g e . n e t SE M P L E B R O W N D E S I G N , P . C . 11 6 0 S A N T A F E D R I V E DE N V E R , C O 8 0 2 0 4 ¬ PH : ( 3 0 3 ) 5 7 1 . 4 1 3 7 FA X : ( 3 0 3 ) 5 7 1 . 0 4 0 3 CO N T A C T S : DR U H S C H W Y H A R T - ds c h w y h a r t @ s e m p l e b r o w n d e s i g n . c o m SA R A H B R O W N - sb r o w n @ s e m p l e b r o w n d e s i g n . c o m LI G H T I N G EN G I N E E R AR C H I T E C T U R A L E N G I N E E R I N G DE S I G N G R O U P 19 0 0 W a z e e S t r e e t , S u i t e 3 5 0 De n v e r , C o l o r a d o 8 0 2 0 2 PH : 3 0 3 . 2 9 6 . 3 0 3 4 CO N T A C T : BR Y A N J A S S - bj a s s @ a e d e s i g n - i n c . c o m A4 . 0 A C C E S S I B I L I T Y G U I D E L I N E S A N D T Y P I C A L M O U T I N G H E I G H T S A4 . 1 E N L A R G E D T O I L E T P L A N S & I N T E R I O R E L E V A T I O N S A3 . 0 P A R T I A L B U I L D I N G S E C T I O N S Frost Depth: 48" Below Grade Seismic Zone: CSnow Loads:Ground - 143 psf; Roof - 100 psf; Sloped Roofs (>4:12) - 80 psf; Decks (Uncovered) - 100 psf(Covered) - 80 psf Wind Load: 90 MPH *Footnote d: "An approved automatic sprinkler system in accordance with Section 903.3.1.1 shall be allowed to be substituted for I-hour fire-resistance-rated construction, provided such system is not otherwise required by other provisions of the code or used for an allowable area increase in accordance with Section 506.3 or an allowable height increase in accordance with Section 504.2. The1-hour substitution for the fireresistance of exterior walls shall not be permitted." LE G A L D E S C R I P T I O N : UN I T S ' A ' & ' D ' O F G O R E C R E E K P L A Z A B U I L D I N G , P A R T O F T R A C T A , B L O C K 5 - B , T O W N O F V A I L , CO U N T Y O F E A G L E , S T A T E O F C O L O R A D O . -Bar area: 228 sf / 200 = 1.14 OCCS-East Banquette Seating Areas [Fixed Seating-See Section 1004.7]: 46 OCCS-East Open Seating Area [Loose Seating]: 192 sf / 15 net = 12.8 OCCS M0 . 0 M E C H A N I C A L C O V E R S H E E T M1 . 0 M E C H A N I C A L S C H E D U L E S M1 . 1 M E C H A N I C A L S C H E D U L E S M2 . 0 L E V E L 1 H V A C P L A N M2 . 1 L E V E L 2 M E C H A N I C A L P L A N M3 . 0 M E C H A N I C A L S C H E M A T I C S M3 . 1 C A P T I V E A I R E K I T C H E N H O O D S H E E T 1 EL E C T R I C A L a n d L I G H T I N G E0 . 0 E L E C T R I C A L C O V E R S H E E T P2 . 0 - U U N D E R G R O U N D P L U M B I N G P L A N P2 . 0 L E V E L 1 P L U M B I N G P L A N M3 . 2 C A P T I V E A I R E K I T C H E N H O O D S H E E T 2 M3 . 3 C A P T I V E A I R E K I T C H E N H O O D S H E E T 3 M3 . 4 C A P T I V E A I R E K I T C H E N H O O D S H E E T 4 M4 . 0 M E C H A N I C A L S P E C I F I C A T I O N S & S E Q U E N C E O F O P E R A T I O N S S1 F O U N D A T I O N P L A N S2 L O W L E V E L & R O O F F R A M I N G P L A N ST R U C T U R A L S3 S T R U C T U R A L D E T A I L S S4 S T R U C T U R A L G E N E R A L N O T E S & S P E C I F I C A T I O N S A4 . 2 I N T E R I O R E L E V A T I O N S A7 . 0 R O O M F I N I S H S C H E D U L E & D E T A I L S A7 . 1 D O O R S C H E D U L E & D E T A I L S E2 . 0 L E V E L 1 P O W E R P L A N E2 . 1 L E V E L 2 P O W E R P L A N E3 . 0 L E V E L 1 L I G H T I N G P L A N E4 . 0 O N E - L I N E A N D E L E C T R I C A L S C H E D U L E S E4 . 1 L I G H T I N G & E Q U I P M E N T S C H E D U L E S A3 . 1 P A R T I A L B U I L D I N G S E C T I O N S FO O D S E R V I C E E Q U I P M E N T FS 0 . 0 F O O D S E R V I C E G E N E R A L N O T E S FS 1 . 0 F O O D S E R V I C E E Q U I P M E N T P L A N FS 1 . 1 F O O D S E R V I C E P L U M B I N G P L A N FS 1 . 2 F O O D S E R V I C E E L E C T R I C A L P L A N FS 2 . 0 F O O D S E R V I C E E Q U I P M E N T E L E V A T I O N S FS 2 . 1 F O O D S E R V I C E E Q U I P M E N T E L E V A T I O N S FS 5 . 0 F O O D S E R V I C E E Q U I P M E N T S C H E D U L E S A1 . 2 L E V E L 1 R E F L E C T E D C E I L I N G P L A N A1 . 5 L E V E L 2 F I N I S H F L O O R P L A N A1 . 3 L E V E L 2 R E F L E C T E D C E I L I N G P L A N A1 . 4 L E V E L 1 F I N I S H F L O O R P L A N A4 . 5 W A L L S E C T I O N S A4 . 6 W A L L S E C T I O N S A4 . 7 W A L L S E C T I O N S A0 . 1 A R C H I T E C T U R A L S I T E P L A N A0 . 2 L E V E L 1 C O D E P L A N A0 . 3 A S S E M B L I E S L E G E N D M3 . 5 C A P T I V E A I R E K I T C H E N H O O D S H E E T 5 A4 . 8 W A L L S E C T I O N S A4 . 9 W A L L S E C T I O N S A5 . 1 S E C T I O N D E T A I L S A5 . 2 S E C T I O N D E T A I L S A5 . 3 S E C T I O N D E T A I L S UP ( 1 8 RI S E R S ) UP (2 RISERS) 4'- 0 " M O 4'-8 1/8" [VIF] GORE CREEK PROMENADE 3' - 0 " M O 1'- 0 " 5' - 8 " 2' - 6 " 3'-8"3'-0" 193 EAST GORE CREEK DRIVE VAIL, CO 81657 FOR PERMIT2012.08.0GORE CREEK TENANT RENOVATION COMMENTS2012.08.3 1206002012.08.0 DHSS LEVEL 1 DEMOLITION PLAN D1.0LEVEL 1 DEMOLITION PLAN 1/4"=1'-0" NO R T H TR U E NO R T H PR O J E C T DE M O L I S H E X I S T I N G NO N - S T R U C T U R A L DE M I S I N G W A L L [ S ] DE M O L I S H E X I S T I N G FU R R I N G W A L L [ S ] DE M O L I S H A L L E X I S T I N G NO N - S T R U C T U R A L F R A M E D WA L L S [E ] C O N C R E T E CO L U M N S T O R E M A I N RE M O V E [ E ] S A N D S T O N E VE N E E R ? RE M O V E A L L E X I S T I N G B R I C K PA V E R F L O O R I N G I N T H I S A R E A [E ] E L E C T R I C A L P A N E L LO C A T I O N RE M O V E A L L [ E ] CA R P E T F L O O R I N G DEMOLITION LEGENDGENERAL DEMO. NOTES 1.ASSUME ALL EXISTING FINISHES AND NON-STRUCTURAL FRAMING TO BE REMOVED.2.ASSUME ALL EXISTING CONCRETE SLAB ON GRADE TO BE REMOVED & REPLACED WITH NEW CONCRETE SLAB ON GRADE.EXIST. CONSTRUCTION TO REMAIN DE M O L I S H [ E ] RE S T R O O M S [E ] C O N C R E T E C O L U M N TO R E M A I N [E ] S T E E L C O L U M N T O RE M A I N RE M O V E [ E ] D O O R & PO R T I O N O F E X I S T I N G WA L L RE M O V E P O R T I O N O F [ E ] MA S O N R Y W A L L F O R DU C T W O R K [E ] S T E E L C O L U M N T O RE M A I N RE M O V E P O R T I O N S OF [ E ] B E A R I N G WA L L [ R E : S T R U C T . ] [E ] M A S O N R Y W A L L T O RE M A I N ; R E M O V E [ E ] SA N D S T O N E V E N E E R A T EX T E R I O R [E ] 1 2 " M A S O N R Y CO L U M N T O R E M A I N [E ] 1 2 " M A S O N R Y CO L U M N T O R E M A I N DE M O L I S H [ E ] B A R A N D EQ U I P M E N T [E ] 1 2 " M A S O N R Y CO L U M N T O R E M A I N RE M O V E [ E ] I N T E R I O R G Y P B D PA R T I T I O N S & A L L AS S O C I A T E D P L U M B I N G DE M O L I S H E X I S T I N G VE S T I B U L E P A R I T I O N S RE M O V E [ E ] F O L D I N G GL A S S D O O R RE M O V E [ E ] A W N I N G & SL O P E D G L A Z I N G R O O F AB O V E [E ] D E M I S I N G W A L L TO R E M A I N [E ] C O L U M N T O RE M A I N RE M O V E E X I S T I N G ST O R E F R O N T W I N D O W SY S T E M [E ] S T E E L C O L U M N [ S ] T O RE M A I N [E ] S T E E L P I P E CO L U M N T O R E M A I N [E ] S T E E L P I P E CO L U M N T O R E M A I N DE M O L I S H A L L [ E ] F I X E D SE A T I N G A R E A B A N Q U E T T E S [T Y P ] RE M O V E E X I S T I N G CO O K L I N E E X H A U S T HO O D DE M O L I S H [ E ] K I T C H E N PA R T I T I O N S [ T Y P ] [E ] E L E C T R I C A L CO N D U I T A B O V E TO R E M A I N ? [E ] B E A R I N G W A L L T O RE M A I N DEMOLITION PLAN NOTES:ALL (E) PARKING GARAGE AREAS TO REMAIN UNDISTURBED.1 [E] PARKING GARAGE NIC [E ] F O O D S T O R A G E XX [E ] V E S T I B U L E XX [E ] E L E V A T O R XX [E ] S T O R A G E XX [E ] M E N S XX [E ] W O M E N S XX [E ] W A L K - I N C O O L E R XX [E ] P R E P A R E A XX [E] MECHANICAL XX [E ] B A R [E ] B A N Q U E T T E S XX [E ] V E S T I B U L E XX [E ] U N O C C U P I E D R E T A I L XX [E ] D I N I N G A R E A XX [E ] W A I T I N G XX [E ] D I S H W A S H I N G XX [E ] H A L L XX [E ] C O O K L I N E XX DE M O L I S H A L L E X I S T I N G NO N - S T R U C T U R A L F R A M E D WA L L S & L O W W A L L S I N [ E ] DI N I N G A R E A [ T Y P ] [E ] S O F F I T A T U N D E R S I D E OF S T A I R T O R E M A I N FI E L D V E R I F Y [ E ] C O L U M N LO C A T I O N EXIST. CONSTRUCTION TO DEMOLISHED EXIST. DOOR TO BE DEMOLISHED EXIST. DOOR TO REMAIN [E ] 1 ' - 0 " W . x 1 2 ' - 0 " L . C O N C R E T E FO O T I N G B E L O W T O R E M A I N RE M O V E [ E ] D O O R & PO R T I O N O F E X I S T I N G WA L L [E ] 3 " D I A . S T E E L P I P E C O L U M N S & W I D E F L A N G E A B O V E T O RE M A I N [E ] M E C H . / E L E C T . XX [E ] M A S O N R Y W A L L T O RE M A I N ; R E M O V E [ E ] SA N D S T O N E V E N E E R A T EX T E R I O R [E ] W A T E R XX [E ] F O U N D A T I O N W A L L TO R E M A I N [ V I F ] [E ] F O U N D A T I O N T O RE M A I N [ V I F ] DE M O L I S H [ E ] C A N O P Y D O W N S P O U T [E ] S T O R M P I P I N G T O RE M A I N ; R E - U S E E X I S T I N G TI E - I N T O S T O R M P I P I N G [E ] F L O O R S L A B +1 0 0 ' - 0 " ( 8 1 5 8 ' - 1 0 " ) RE M O V E [ E ] D O O R AN D P O R T I O N O F WA L L RE M O V E [ E ] B E A R I N G W A L L ; RE P L A C E W I T H S T E E L S H E A R FR A M E [ R E : S T R U C T . ] [E ] 1 2 " P R E C A S T C O N C R E T E CO L U M N T O R E M A I N RE M O V E E X I S T I N G EX T E R I O R W A L L B U M P OU T A N D A S S O C I A T E D RO O F RE M O V E E X I S T I N G E X T E R I O R WA L L B U M P O U T A N D AS S O C I A T E D M E C H A N I C A L EQ U I P M E N T RE M O V E P O R T I O N O F [E ] D E M I S I N G W A L L FO R N E W D O O R 8'4'2'0 RE M O V E P O R T I O N O F EX I S T I N G F O U N D A T I O N WA L L [ R E : S T R U C T . ] GORE CREEK DRIVEUP (4 RISERS) DO W N (1 8 R I S E R S ) GORE CREEK PROMENADE UP ( 1 7 R I S E R S ) UP ( 6 R I S E R S ) 193 EAST GORE CREEK DRIVE VAIL, CO 81657 FOR PERMIT2012.08.0GORE CREEK TENANT RENOVATION COMMENTS2012.08.3 1206002012.08.0 DHSS LEVEL 2 DEMOLITION PLAN D1.1LEVEL 2 DEMOLITION PLAN 1/4"=1'-0" NO R T H TR U E NO R T H PR O J E C T [E ] E L E V A T O R E0 2 [E ] S W E E T B A S I L 20 0 RE M O V E E X I S T I N G SL O P E D G L A Z I N G & A W N I N G RE M O V E E X I S T I N G SL O P E D G L A Z I N G & A W N I N G DE M O L I T I O N L E G E N D GE N E R A L D E M O . N O T E S 1. A S S U M E A L L E X I S T I N G F I N I S H E S A N D N O N - S T R U C T U R A L FR A M I N G T O B E R E M O V E D . EX I S T . C O N S T R U C T I O N T O R E M A I N DE M O L I T I O N P L A N N O T E S : AL L ( E ) P A R K I N G G A R A G E A R E A S T O R E M A I N U N D I S T U R B E D . EX I S T . C O N S T R U C T I O N T O D E M O L I S H E D EX I S T . D O O R T O B E D E M O L I S H E D EX I S T . D O O R T O R E M A I N [E ] R E T A I L 25 0 [E ] S T E E L C O L U M N T O RE M A I N DE M O L I S H [ E ] P A R T I T I O N [E ] C L O S E T 20 3 [E ] A D A W A S H R O O M 20 1 [E ] V E S T I B U L E 20 1 [E] MENS WASHROOM 201 [E ] C O R R I D O R 20 2 [E] CORRIDOR 204 RE P L A C E [ E ] T O I L E T FI X T U R E S REPLACE [E] TOILET FIXTURESREMOVE [E] DOOR &PORTION OF [E] WALL RE M O V E [ E ] D O O R A N D AS S O C I A T E D W A L L S RE M O V E P O R T I O N O F [ E ] WI N D O W S Y S T E M F O R N E W DO O R T O R O O F D E C K 8'4'2'0 UP (18RISERS) G O R E C R E E K P R O M E N A D E 193 EAST GORE CREEK DRIVE VAIL, CO 81657 FOR PERMIT2012.08.0GORE CREEK TENANT RENOVATION COMMENTS2012.08.3 1206002012.08.0 DHSS ARCHITECTURAL SITE PLAN A0.1ARCHITECTURAL SITE PLAN 1/4"=1'-0"8'4'2'0 NO R T H TR U E SITE COVERAGE CALC.EXISTING SITE COVERAGE:0.173 ACRES LOT BOUNDARY [7,535 SQ. FT.]EXISTING BUILDING FOOTPRINT: 6,437 SQ. FT.6,437 / 7,535 = 85.42%PROPOSED SITE COVERAGE:0.173 ACRES LOT BOUNDARY [7,535 SQ. FT.]PROPOSED BUILDING FOOTPRINT: 6,246 SQ. FT.6,417 / 7,535 = 85.16% NE W W E S T P A T I O [ 1 3 5 s f T O T A L ] : TO W N P R O P E R T Y T O B E L E A S E D FO R O U T D O O R P A T I O - A P P R O X . 13 5 S Q U A R E F E E T NEW EAST PATIO [200 sf TOTAL]:TOWN PROPERTY TO BE LEASED FOR OUTDOOR PATIO-APPROX. 114 SQUARE FEET10-FOOT SETBACK FROM EDGE OF CONCRETE PAVERSEDGE OF EXISTING PAVERS AP P R O X I M A T E 5 0 - F O O T CE N T E R L I N E O F C R E E K SE T B A C K AP P R O X I M A T E 1 0 0 - Y E A R FL O O D P L A I N EX I S T I N G T U R F E D A R E A NE W P A I N T E D S T E E L R A I L I N G S FI X E D I N T O R E C E S S E D S T E E L TU B E S L E E V E S NE W P A I N T E D S T E E L R A I L I N G S FI X E D I N T O R E C E S S E D S T E E L TU B E S L E E V E S PROPERTY LINE EX I S T I N G L A N D S C A P I N G UP ( 1 8 RI S E R S ) UP (2 RISERS) GORE CREEK PROMENADE 193 EAST GORE CREEK DRIVE VAIL, CO 81657 FOR PERMIT2012.08.0GORE CREEK TENANT RENOVATION COMMENTS2012.08.3 1206002012.08.0 DHSS LEVEL 1 CODE PLAN A0.2LEVEL 1 FLOOR PLAN 1/4"=1'-0"8'4'2'0 NO R T H TR U E NO R T H PR O J E C T PLAN LEGEND NEW WALL CONSTRUCTION EXIST. CONSTRUCTION TO REMAIN EXIST. DOOR TO REMAIN NEW DOORCODE PLAN LEGEND 1-HOUR RATED PARTITION EGRESS PATH & EXITNOTE: SEE COVER SHEET FOR CODE SUMMARY. NE W R A T E D D O O R W / PA N I C H A R D W A R E NEW RATED DOOR W/PANIC HARDWARE NE W R A T E D D O O R EX I S T I N G R A T E D W A L L TO R E M A I N [ V I F ] [E ] D O O R T O R E M A I N [E] PARKING GARAGE NIC CO O L E R 11 0 A [E ] E L E V A T O R E0 1 PR E P 10 8 [E] MECHANICAL XX SE R V E R S T A T I O N 11 4 VE S T I B U L E 10 0 DI S H W A S H I N G 11 2 CO O K L I N E 10 7 BA R 12 4 HO S T 10 1 [E ] M E C H . / E L E C T . 12 0 PI C K U P PO S S T A T I O N 10 4 WO O D G R I L L E 10 6 AD A W A S H R O O M 11 9 BE E R C O O L E R 12 3 B WE S T P A T I O EA S T P A T I O 12 6 WA S H R O O M 11 6 IC E 11 3 ST O R A G E 12 2 FR E E Z E R 11 0 B AD A W A S H R O O M 11 8 10 0 10 1 11 5 B 10 9 12 0 EA S T D I N I N G A R E A 10 2 WE S T D I N I N G A R E A 12 1 PO S S T A T I O N 10 3 HA L L 10 9 12 3 WA S H R O O M 11 7 12 2 JA N I T O R 11 1 NO T E : O U T D O O R P A T I O A R E A S WI L L B E E N C L O S E D B Y P A I N T E D ST E E L R A I L I N G S M A I N L Y D U R I N G SU M M E R M O N T H S O R W H E N WE A T H E R P E R M I T S HA L L 11 5 LI Q U O R S T O R A G E 12 3 A KI T C H E N A R E A : 5 O C C U P A N T S WE S T D I N I N G A R E A + B A R : 48 . 7 3 O C C U P A N T S EA S T D I N I N G A R E A : 58 . 8 O C C U P A N T S ST O R A G E A R E A : 0. 3 1 O C C U P A N T S OU T D O O R P A T I O S : 21 . 0 6 O C C U P A N T S TO T A L O C C U P A N T L O A D F R O M CO V E R S H E E T : 13 7 O C C S VE S T I B U L E D O O R S M U S T H A V E PO S T E D S I G N A G E : " T H I S D O O R T O R E M A I N U N L O C K E D WH E N B U I L D I N G I S O C C U P I E D " SL I D I N G G L A S S P A T I O D O O R S T O RE C E I V E A D A A C C E S S I B L E HA R D W A R E B Y D O O R M A N U F . SL I D I N G G L A S S P A T I O DO O R S T O R E C E I V E A D A AC C E S S I B L E H A R D W A R E B Y DO O R M A N U F . NO T E : T O T A L O C C U P A N T CO U N T N O T T O E X C E E D 1 4 9 PE R S O N S [ M A X I N T E R I O R A N D EX T E R I O R ] . F- 1 NE W W O O D P L A N K F L O O R I N G W / R A D I A N T H E A T I N G : -3 / 4 " T H K E N G I N E E R E D W O O D T O N G U E & G R O O V E P L A N K F L O O R I N G -F L O O R I N G A D H E S I V E -N E W C - I - P C O N C R E T E S L A B O N G R A D E [ R E : S T R U C T . ] W / I N T E G R A T E D HY D R O N I C R A D I A N T F L O O R I N G [ R E : M E C H . ] -M I N . R - 1 5 R I G I D I N S U L A T I O N -1 0 M I L V A P O R B A R R I E R -S A N D O R G R A V E L B A S E C O U R S E [ R E : S T R U C T . ] F- 2 NE W W O O D P L A N K F L O O R I N G : -3 / 4 " T H K E N G I N E E R E D W O O D T O N G U E & G R O O V E P L A N K F L O O R I N G -F L O O R I N G A D H E S I V E -N E W C - I - P C O N C R E T E S L A B O N G R A D E [ R E : S T R U C T . ] -M I N . R - 1 5 R I G I D I N S U L A T I O N -1 0 M I L V A P O R B A R R I E R -S A N D O R G R A V E L B A S E C O U R S E [ R E : S T R U C T . ] W1W3W2 W0EXISTING WALL ASSEMBLY [VERIFY IN FIELD]:TENANT FINISH SCOPE PROVIDES:-NEW 6 MIL VAPOR BARRIER & NEW R-19 BATT INSULATION OVER EXISTING MTL STUD FRAMED EXTERIOR WALL INTERIORRE: PLAN [VIF]W4 INTERIOR WALL:-6" MTL STUD FRAMING @ 16" O.C.with BATT. INSULATION-5/8" TYPE 'X' GYP. BD. [BOTH SIDES]INTERIOR WALL:-3-5/8" MTL STUD FRAMING @ 16" O.C.with BATT. INSULATION -5/8" TYPE 'X' GYP. BD. [BOTH SIDES]INTERIOR FURRING WALL:-1-1/2" MTL STUD FRAMING @ 16" O.C.with UNFACED BATT. INSULATION-5/8" TYPE 'X' GYP. BD. [INTERIOR SIDE]INTERIORINTERIORINTERIORINTERIORRE: PLAN INTERIOR INTERIOR FURRING WALL:-3-5/8" MTL STUD FRAMING @ 16" O.C.with BATT. INSULATION -5/8" TYPE 'X' GYP. BD. [INTERIOR SIDE]RE: PLAN INTERIORW5INTERIOR FURRING WALL:-3-5/8" MTL STUD FRAMING @ 16" O.C. with BATT.INSULATION -CLEAR SEALED 1x4 HORIZONTAL T&G WOOD SIDINGRE: PLAN INTERIORW6INTERIOR DOUBLE STUD LOW WALL:-3 5/8" METAL STUD FRAMING @ 16" O.C. [BOTH SIDES]-1/2" PLYWOOD SHEATHING SUBSTRATE [BOTH SIDES]-18 GA. STEEL PANEL [BOTH SIDES RE: INT. ELEVS]INTERIOR INTERIOR INTERIOR FURRING WALL:-6" MTL STUD FRAMING @ 16" O.C. with BATT. INSULATION -5/8" TYPE 'X' GYP. BD. [INTERIOR SIDE]RE: PLAN INTERIORW7W9 NOTES: AT KITCHEN AREAS:1. PROVIDE 5/8" THK NON-COMBUSTABLE SHEATHING ['DUROCK' OR SIM] AT WALL[S] BENEATH KITCHEN EXHAUST HOOD[S] PRIOR TO INSTALLATION OF WALL FINISH MATERIAL.2. PROVIDE 5/8" THK PLYWOOD TO 8'-0" AFF FOR BACKING IN KITCHEN AREAS [IN LIEU OF GYP BD].3. PROVIDE GYPSUM TILE BOARD SUBSTRATE AT ALL LOCATIONS THAT REQUIRE TILE & NOT UNDER KITCHENEXHAUST HOOD].RE: PLANINTERIOR LOW WALL AT BOOTHS:-2 1/2" MTL STUD FRAMING @ 16" O.C.-1/2" PLYWOOD SHEATHING SUBSTRATE-18 GA. STEEL PANEL [RE: INT. ELEVS]BOOTH /BANQUETTES INTERIORW8EXTERIOR HORIZONTAL WOOD SIDING WALL:-3/4" x 3-1/2" T&G CLEAR SEALED CEDAR SIDING -VERTICAL FURRING HAT CHANNELS-MIN R-7.5 CONTINUOUS INSULATION OVER BUILDING WRAP -1/2" PLYWOOD SHEATHING-3-5/8" MTL STUD FRAMING @ 16" O.C. with MIN R-15 BATT.INSULATIONEXTERIORRE: PLANW10EXTERIOR STEEL PANEL WALL:-1/8" CLEAR POWDER COATED HOT ROLLED STEEL PANEL -CONCEALED HORIZONTAL Z-CLIP HANGERS WELDED TO PANEL -VERTICAL FURRING HAT CHANNELS-MIN R-7.5 CONTINUOUS RIGID INSULATION OVER BUILDING WRAP -1/2" PLYWOOD SHEATHING-3-5/8" MTL STUD FRAMING @ 16" O.C. with MIN R-15 BATT. INSULATION RE: INTERIOR ELEVATIONS FOR FINISHES, TYP:-1/2" PLYWOOD SHEATHING-18 GA. HOT ROLLED STEEL PANEL W/ CATALYZED LACQUER FINISHEXTERIORRE: PLAN WD - 1 TO N G U E & G R O O V E W O O D S O F F I T : -N E W O R E X I S T I N G S T R U C T U R E -L I G H T G A U G E M E T A L F R A M I N G -1 / 2 " P L Y W O O D S H E A T H I N G [ F I R E R E S I S T A N T A T E X T E R I O R A S S E M B L Y ] -1 / 2 " F I B E R G L A S S F A C E D G Y P S U M S H E A T H I N G [' D E N S G L A S ' O R S I M - A T E X T E R I O R O N L Y ] -F L A T M O U N T E D 1 x 4 W O O D S L A T S [W O O D S P E C I E S : C L R S T A I N E D D O U G L A S F I R ] SU S P E N D E D O R F R A M E D G Y P S U M B O A R D S O F F I T : -3 - 5 / 8 " M T L F R A M I N G @ 1 6 " O . C . O R S U S P E N D E D R I G I D M T L FR A M E B Y U S G Y P S U M [ O R E Q . ] W / 3 - 1 / 2 " A C O U S T I C B A T T IN S U L A T I O N -5 / 8 " T Y P E ' X ' G Y P B D [ P A I N T E D ] GB - 1 AC O U S T I C C E I L I N G P A N E L C E I L I N G : -2 4 x 4 8 W H I T E ' G E O R G I A N ' H I G H W A S H A B I L I L T Y C E I L I N G P A N E L BY ' A R M S T O N G ' -S U S P E N S I O N : W H I T E P R E L U D E 1 5 / 1 6 " E X P O S E D G R I D . AC P - 1 OR TE C - 1 32 " W . T E C T U M P A N E L [C E N T E R W / I N T E E S P A C I N G ] IN T E R I O R A S S E M B L Y TE C T U M A C O U S T I C C E I L I N G P A N E L C E I L I N G : -E X I S T I N G P R E C A S T C O N C R E T E T E E S L A B [ V I F ] -1 " T H K P A I N T E D T E C T U M P A N E L S [ P T - 1 ] O V E R 1 - 1 / 2 " L I G H T G A U G E ME T A L F R A M I N G B E T W E E N : -N E W C E D A R W O O D C L A D D I N G O V E R 1 - 1 / 2 " M E T A L S T U D F U R R I N G A T AL L E X P O S E D P R E C A S T C O N C R E T E T E E B E A M S [ R E : R C P ] EX T E R I O R A S S E M B L Y R- 1 NE W R O O F : -3 " T H K S T A N D A R D W E I G H T C O N C R E T E T O P P I N G S L A B W / S A N D F I N I S H [R E : S T R U C T . ] W / I N T E G R A L H Y D R O N I C R A D I A N T S N O W M E L T S Y S T E M [ R E : M E C H . ] -6 0 M I L H O T A P P L I E D R O O F I N G M E M B R A N E [ B Y C A R L I S L E O R S I M ] -5 / 8 " R O O F P R O T E C T I O N B O A R D [ D E N S D E C K O R S I M ] -M I N . R - 2 0 T A P E R E D R I G I D I N S U L A T I O N -1 - 1 / 2 " M T L R O O F D E C K [ R E : S T R U C T . ] -S T E E L F R A M I N G [ R E : S T R U C T . ] W / R - 3 0 B A T T I N S U L A T I O N R- 2 NE W R O O F : -G R A V E L B A L L A S T -6 0 M I L H O T A P P L I E D R O O F I N G M E M B R A N E [ B Y C A R L I S L E O R S I M ] -5 / 8 " R O O F P R O T E C T I O N B O A R D [ D E N S D E C K O R S I M ] -M I N . R - 1 0 T A P E R E D R I G I D I N S U L A T I O N -E X I S T I N G R O O F S T R U C T U R E [ V I F ] W / R - 3 0 B A T T I N S U L A T I O N 193 EAST GORE CREEK DRIVE VAIL, CO 81657 FOR PERMIT2012.08.06GORE CREEK TENANT RENOVATION COMMENTS2012.08.31 1206002012.08.06 DHSSB ASSEMBLIES LEGEND A0.3 AS S E M B L I E S L E G E N D - F L O O R S 1" = 1 ' - 0 " ASSEMBLIES LEGEND - WALLS 1"=1'-0"2'1'6"0 AS S E M B L I E S L E G E N D - C E I L I N G S 1" = 1 ' - 0 " 2' 1' 6" 0 2' 1' 6" 0 AS S E M B L I E S L E G E N D - R O O F S 1" = 1 ' - 0 " 2' 1' 6" 0 1/ 4 " : 1 2 " S L O P E [ M I N ] 1/ 8 " : 1 2 " S L O P E [ M I N ] UP ( 1 8 RI S E R S ) UP (2 RISERS) 23'-4" [VIF] 4'- 0 " M O 4'-8 1/8" [VIF] 4' - 0 " [ M I N ] 22'-10"11'-2"3'-6"18'-6"4'-4" 8' - 6 1 / 4 " [ V I F ] GORE CREEK PROMENADE 3' - 0 " M O 1'- 0 " 5' - 8 " 2'- 6 " 10 ' - 0 " C L E A R [ M I N ] 7' - 6 " M A X [ P A T I O ] 5' - 6 " M A X [ V I F ] 10 ' - 1 " [ V I F ] 26'-4" [PATIO] 4' - 1 0 " 4' - 4 " 3'-8"3'-0" 33'-2" 16 ' - 2 " 8'-5 7/8" 27 ' - 8 " 8'-4" 4'-8" [VIF] 4'-8" [VIF] 3' - 1 " 3'- 6 3 / 4 " 12'-3 1/2" 1' - 0 " 2' - 6 " 4' - 0 " 10 ' - 6 1 / 2 " 4' - 2 " 10 ' - 5 3 / 4 " 4'-6"5'-9 1/2" 4'-0" 4'-7" 4' - 0 " 18 ' - 2 " 10 ' - 8 " 14'-4" [VIF]3'-0"7'-4 1/2" 22'-2 1/2" [VIF] 3' - 6 1 / 2 " 8' - 1 0 " [ V I F ] 3'-0" 10'-4 1/4" 6' - 2 " 9' - 8 " 7'-10 3/4" 5' - 3 1 / 2 " 4' - 4 " 6'-0" 21'-0" 6'- 9 1 / 4 " 4' - 0 " 1'-5" 193 EAST GORE CREEK DRIVE VAIL, CO 81657 FOR PERMIT2012.08.0GORE CREEK TENANT RENOVATION COMMENTS2012.08.3 1206002012.08.0 DHSS LEVEL 1 FLOOR PLAN A1.0LEVEL 1 FLOOR PLAN 1/4"=1'-0" NO R T H TR U E NO R T H PR O J E C T PLAN LEGEND NEW WALL CONSTRUCTIONGENERAL CONST. NOTES 1.ALL SUBCONTRACTORS ARE RESPONSIBLE TO REVIEW ALL ARCHITECTURAL DRAWINGS AND INCLUDE ANY STRUCTURAL, ELECTRICAL, PLUMBING OR MECHANICAL CALLED OUT ON ARCHITECTURAL DRAWINGS THAT MAY BE MISSING FROM ENGINEERED DRAWINGS.2.ALL DIMENSIONS ARE TO FINISH FACE OF WALL OR STRUCTURAL GRID LINE.3.COORDINATE LOCATION OF ALL ACCESS PANELS W/ARCHITECT PRIOR TO INSTALLATION.4.ALL FURNISHINGS AND KITCHEN EQUIPMENT ARE BY OTHERS. G.C. RESPONSIBLE TO COORDINATE W/ KITCHEN DESIGNER, DRAFT, POS, A/V, FURNITURE & BOOTH CONSULTANTS TO PROVIDE OWNER W/COMPLETE PROJECT.5.ASSUME ALL EXISTING FINISHES AND NON-STRUCTURAL FRAMING TO BE REMOVED IN LEVEL 1 COMMERCIAL UNIT 'A'.EXIST. CONSTRUCTION TO REMAIN[E] PARKING GARAGE NIC CO O L E R 11 0 A [E ] E L E V A T O R E0 1 PR E P 10 8 [E] MECHANICAL NIC SE R V E R S T A T I O N 11 4 VE S T I B U L E 10 0 DI S H W A S H I N G 11 2 CO O K L I N E 10 7 EXIST. DOOR TO REMAIN NEW DOOR BA R 12 4 HO S T 10 1 [E ] M E C H . / E L E C T . 12 0 PI C K U P HA L L 11 5 NE W S T E E L EN T R Y D O O R PO S S T A T I O N 10 4 WO O D G R I L L E 10 6 AD A W A S H R O O M 11 9 BE E R C O O L E R 12 3 B WE S T P A T I O EA S T P A T I O 12 6 10 ' C L E A R S E T B A C K LI N E F R O M E D G E O F PA V E R S F O R PR O M E N A D E WA S H R O O M 11 6 [E ] W O O D F E N C E T O RE M A I N [E ] E L E C T R I C A L T O RE M A I N IC E 11 3 NE W F I N I S H F L O O R [1 0 0 ' - 0 3 / 4 " ] ED G E O F PR O M E N A D E P A V E R S ED G E O F PR O M E N A D E PA V E R S [ V I F ] ST O R A G E 12 2 [E ] C O N C . S L A B 10 0 ' - 0 " [ 8 1 5 8 ' - 1 0 " ] FR E E Z E R 11 0 B NE W L O U V E R F O R G E N E R A L EX H A U S T [ R E : E L E V A T I O N S ] AD A W A S H R O O M 11 8 10 2 10 0 10 1 12 1 11 5 A 11 6 11 7 11 1 11 5 B 10 9 12 0 11 9 11 8 EA S T D I N I N G A R E A 10 2 WE S T D I N I N G A R E A 12 1 PO S S T A T I O N 10 3 HA L L 10 9 12 3 WA S H R O O M 11 7 12 2 JA N I T O R 11 1 8'4'2'0 W4 W1 W5 W4 W0 NE W 8 " C M U I N F I L L W A L L T O M A T C H E X I S T I N G [R E : S T R U C T . ] W / R I G I D I N S U L A T I O N & E X T E R I O R ST U C C O R E N D E R I N G S Y S T E M W1 W5 W3 W1 W1 A4 . 1 1 A4 . 1 6 WI N E S T O R A G E 12 3 A W4 W3 W3 W5 W6 W2 LO W W A L L W7 W7 W2 W2 LO W W A L L S LO W W A L L S W5W2 W0 W0 CO A T S 10 1 A A4 . 1 1 +3 ' - 6 " +3 ' - 6 " QT Z - 1 QT Z - 1 +3 ' - 6 " +3 ' - 5 " FLOOR PLAN NOTES:REPLACE [E] DRAIN PIPES; TIE NEW ROOF DRAIN PIPES AND DOWNSPOUTS TO EXISTING STORM DRAINAGE SYSTEM1 NEW HSS TUBE STEEL COLUMN [RE: STRUCT.]2 NEW ALUMINUM FRAME SLIDING GLASS DOOR3 DASHED LINE INDICATES [E] EXTERIOR SOFFIT ABOVE4 NEW W-SECTION STEEL COLUMN [RE: STRUCT.]5 WOOD STORAGE IN STEEL CLAD STOREFRONT AREA6 DOUBLE LINE INDICATES 36" H. GUARDRAIL AT PROPOSED PATIO EXTENTS WHEN WEATHER PERMITS7 [E] FLAT ROOF DECK STRUCTURE TO REMAIN8 [E] DOWNSPOUT FROM UPPER ROOF TO REMAIN9 [E] DOWNSPOUT TO BE RELOCATED; NEW COLLECTION BOX AT SOUTH ROOF EDGE10 1 2 3 3 5 4 3 6 7 7 2 ST L - 2 W6 W2 W2 W2 W5 W6 W6 W0 W9 W1 0 W1 0 W1 0 W1 0 W8 W8 NEW FRAMELESS GLASS ENTRY SYSTEM [BY DORALCO OR SIM]11 11 W8 W8 W8 2 W8 W7W7W8 W7 QT Z - 1 GORE CREEK DRIVEUP (4 RISERS) DO W N (1 8 R I S E R S ) EXISTING ROOFNEW ROOF GORE CREEK PROMENADE UP ( 1 7 R I S E R S ) UP ( 6 R I S E R S ) 7° 2'-5 1/2" 7 1 / 2 " 83 ° 36'-1 1/4" 14 ' - 0 " 5'-5" 5'-11 1/4" 10 ' - 9 " 10'-9"193 EAST GORE CREEK DRIVE VAIL, CO 81657 FOR PERMIT2012.08.0GORE CREEK TENANT RENOVATION COMMENTS2012.08.3 1206002012.08.0 DHSS LEVEL 2 FLOOR PLAN A1.1LEVEL 2 FLOOR PLAN 1/4"=1'-0" NO R T H TR U E NO R T H PR O J E C T [E ] S W E E T B A S I L 20 0 RO O F P L A N N O T E S : RE P L A C E [ E ] D R A I N P I P E S ; T I E N E W R O O F D R A I N P I P E S A N D DO W N S P O U T S T O E X I S T I N G S T O R M D R A I N A G E S Y S T E M 1 PL A N L E G E N D NE W W A L L C O N S T R U C T I O N GE N E R A L C O N S T . N O T E S 1. A L L S U B C O N T R A C T O R S A R E R E S P O N S I B L E T O R E V I E W A L L AR C H I T E C T U R A L D R A W I N G S A N D I N C L U D E A N Y S T R U C T U R A L , EL E C T R I C A L , P L U M B I N G O R M E C H A N I C A L C A L L E D O U T O N AR C H I T E C T U R A L D R A W I N G S T H A T M A Y B E M I S S I N G F R O M EN G I N E E R E D D R A W I N G S . 2. A L L D I M E N S I O N S A R E T O F I N I S H F A C E O F W A L L O R ST R U C T U R A L G R I D L I N E . 3. C O O R D I N A T E L O C A T I O N O F A L L A C C E S S P A N E L S W/ A R C H I T E C T P R I O R T O I N S T A L L A T I O N . 4. A L L F U R N I S H I N G S A N D K I T C H E N E Q U I P M E N T A R E B Y O T H E R S . G. C . R E S P O N S I B L E T O C O O R D I N A T E W / K I T C H E N D E S I G N E R , DR A F T , P O S , A / V , F U R N I T U R E & B O O T H C O N S U L T A N T S T O PR O V I D E O W N E R W / C O M P L E T E P R O J E C T . 5. A S S U M E A L L E X I S T I N G F I N I S H E S A N D N O N - S T R U C T U R A L FR A M I N G T O B E R E M O V E D I N L E V E L 1 C O M M E R C I A L U N I T ' A ' . EX I S T . C O N S T R U C T I O N T O R E M A I N EX I S T . D O O R T O R E M A I N NE W D O O R [E ] S P I R A L S T A I R 1/ 8 : 1 2 SL O P E GUTTER SLOPE 1/ 8 : 1 2 SL O P E [E ] S W E E T B A S I L +1 1 0 ' - 0 " [ 8 1 6 8 ' - 1 0 " ] SEE ELEVATIONS FOR MORE INFO ON EXISTING AND NEW MECHANICAL EQUIPMENT [E ] C O R R I D O R 20 2 [E ] V E S T I B U L E 20 1 20 5 20 3 206 [E ] C O R R I D O R 204 20 4 NE W D O O R T O R O O F D E C K T O MA T C H E X I S T I N G W I N D O W SY S T E M [ F I N A L L O C A T I O N T B D ] 8'4'2'0 RE P L A C E A L L F I N I S H E S , P L U M B I N G & LI G H T I N G F I X T U R E S I N [ E ] S W E E T B A S I L RE S T R O O M S [ T Y P ] W3 NO T E : S W E E T B A S I L R E S T R O O M RE N O V A T I O N S A R E N O T IN C L U D E D I N L E V E L 1 P L U M B I N G FI X T U R E C O U N T S 1 IN T E G R A L G U T T E R 2 DB L D A S H E D L I N E I N D I C A T E S L O C A T I O N O F E X T E R I O R W A L L B E L O W 3 DA S H E D L I N E I N D I C A T E S [ E ] E X T E R I O R S O F F I T A B O V E 4 NE W H Y D R O N I C S N O W M E L T S Y S T E M E M B E D D E D W I T H I N CO N C R E T E R O O F T O P P I N G S L A B 5 42 " H . A F F L A M I N A T E D G L A S S G U A R D R A I L B Y ' C L L A U R E N C E ' [ P H A S E 2 ] 6 NE W R O O F D R A I N ; T I E I N T O [ E ] S T O R M D R A I N P I P E B E L O W 7 [E ] F L A T R O O F D E C K S T R U C T U R E T O R E M A I N 8 [E ] D O W N S P O U T F R O M U P P E R R O O F T O R E M A I N 9 [E ] D O W N S P O U T T O B E R E L O C A T E D ; N E W C O L L E C T I O N B O X A T SO U T H R O O F E D G E 10 2 3 5 6 4 7 8 9 10 R- 1 R- 2 UP ( 1 8 RI S E R S ) GORE CREEK PROMENADE H H H HHH ED - 1 ED - 1 H6'-6"6'-6"6'-6"3'-0" A D D D D JJA AA J F F NN N J J J J J J J J A B B B F L L B B F C D D A D D D D D E H H H K D A E J K B J JJ J J J J A A A A A A F F F L L L L M M C C C CC CC B B B F F F F F F F F F F F D D D F F D D D D D D D D D D D D D A A A D J J A A F F F L L L D H N M 4'-0"4'-0" 2'-10 1/2"4'-0" 96° 1'-8"2'-0" 29 ' - 5 " [ H O O D ] 4'-6" [HOOD] A AP F N D ED - 1 EW - 1 EW - 2 EW - 2 EW - 2 EW - 2 EY - 1 EG - 1 Y YY Y Y X X Y X Y 4'-9" 5'- 0 " 193 EAST GORE CREEK DRIVE VAIL, CO 81657 FOR PERMIT2012.08.0GORE CREEK TENANT RENOVATION COMMENTS2012.08.3 1206002012.08.0 DHSS LEVEL 1 REFLECTED CEILING A1.2LEVEL 1 REFLECTED CEILING PLAN 1/4"=1'-0"8'4'2'0 NO R T H TR U E NO R T H PR O J E C T [E ] P A R K I N G G A R A G E XX VE S T I B U L E 10 0 BA R 12 4 HO S T 10 1 [E ] M E C H . / E L E C T . 12 0 HA L L 11 5 RE C E S S E D C E I L I N G C A B I N E T UN I T H E A T E R [ R E : M E C H . ] RE P L A C E [ E ] M T L DO W N S P O U T AD A W A S H R O O M 11 9 BE E R C O O L E R 12 3 B WE S T P A T I O EA S T P A T I O 12 6 ST O R A G E 12 2 DO U B L E D A S H E D L I N E S IN D I C A T E A P P R O X I M A T E LO C A T I O N S O F [ E ] P R E C A S T CO N C R E T E T E E S [ V I F ] AD A W A S H R O O M 11 8 EA S T D I N I N G A R E A 10 2 WE S T D I N I N G A R E A 12 1 WA S H R O O M 11 7 RCP LEGEND NEW WALL CONSTRUCTION EXIST. CONSTRUCTION TO REMAIN STL-2:18 GA. STEEL PLATE SOFFIT / CEILING ADHERED TO 1/2" PLYWOOD SHEATHING WD-1:CLEAR SEALED 1x4 VERTICAL GRAIN DOUGLAS FIR BUTT JOINTED WOOD PLANK SOFFIT / CEILING GB-1:5/8" TYPE 'X' PAINTED GYPSUM BD SOFFIT /CEILING OVER SUSPENDED RIGID FRAME OR LIGHT GAUGE METAL FRAMING ACP-1:SCRUBBABLE ACOUSTIC CEILING PANEL GRID MANUF: ARMSTRONG STYLE: 'CLEAN ROOM ULTIMA' [OR SIM VINYL COATED TYPE]SIZE: 24x24 PANELS W/ 15/16" PRELUDE GRIDRCP KEYNOTES LIGHTING CONTROL PANEL LOCATION1 CEILING FINISH LEGENDNEW SUPPLY AIR DIFFUSER [RE: MECH.]NEW RETURN AIR DIFFUSER OR EXHAUST [RE: MECH.]TEC-1:1" THK PAINTED "TECTUM" ACOUSTIC PANELS; FASTENED TO UNDERSIDE OF PRECAST CONCRETE TEE SLABS [TYP ALL DINING AREAS]COUNTER FOOD HEAT LAMPS BY KITCHEN EQUIPMENT SUPPLIER2 HOOD LIGHTING BY KITCHEN EQUIPMENT SUPPLIER3 LED STRIP LIGHT BENEATH BAR TOP ON CUSTOMER SIDE4 LED STRIP LIGHT EMBEDDED IN LIQUOR SHELF AT BACK BAR51-HOUR RATED ENCLOSURE 24x24 ACCESS PANELAP +9'-0"CEILING HEIGHT ABOVE FINISH FLOORDASHED LINE INDICATES FACE OF BULKHEAD ABOVE6 ALIGN FACE OF SOFFIT WITH EDGE OF BAR-TOP BELOW7 WOOD CLADDING OVER [E] PRECAST CONCRETE TEES [TYP]8 RUN CONDUIT WITHIN WALL AND UNDER SLAB TO HOST STAND9 EXPOSED CONCRETE BEAM [VIF]10 PT-1 GYP BD AND MTL FRAMING OVER [E] STEEL FRAMING [VIF]11 SL I D I N G D O O R T R A C K B Y DO O R M A N U F . WD - 1 TE C - 1 TE C - 1 LIGHTING LEGEND:SYMBOLTYPEDESCRIPTIONCOMMENTSLAMP A 2x2 RECESSED LENSED FLUORESCENT TROPHER [KITCHEN]BGASKETED & WASHABLE LENS KITCHEN/DISH WASH AREA GRID CLNG(4) 17W - 2700 K C D E FLINEAR LED TAPE COVE LIGHTING ON DIMMER SWITCH WARM WHITE HIGH OUTPUT H J K 4' VAPOR TIGHT CEILING SURFACE MOUNTED FLUORESCENTL(2) 32W T8WALK-IN COOLER PROVIDE LOW TEMP BALLAST GASKETED & WASHABLE LENSM NNOTES:1. COMPETITIVELY BID LIGHT FIXTURE PACKAGE, SUBSTITUTIONS OR EQUAL ALTERNATES ARE ACCEPTED FOR ALL FIXTURES.2. NO LIGHTING HOUSE IS PRE-SELECTED.3. VERIFY ALL DIMMABLE LED FIXTURES MUST HAVE DIMMERS COMPATIBLE WITH DRIVERS.*HIGH OUTPUT RFX-WW-WET 2 (INCLUDE SILICONE NOODLE) ROWS AT BACK BAR WALL/SHELF PER DETAILS G6" LOW VOLTAGE RECESSED CAN WET LOCATION GLASS LENSED42W CFL-2700 KFRAMING PROJECTOR LIGHT75W MR16MONOPOINT CANOPY ABOVE WOOD SLATS;FIXTURE COLOR: BLACK4" PINSPOT RECESSED CAN50W MR16FIXTURE COLOR: SATIN NICKEL 4" PINSPOT RECESSED CAN50W MR16 4' CEILING SURFACE MOUNTED STRIP FLUORESCENT(2) 32W T8COVE STRIP FLUORESCENT(3) 28W T5 FLUOR. - 2700 K 4" SLOTTED WALL WASHER50 W MR16 LINEAR IN CEILING DOWN-LIGHT WALL WASHER 4" RECESSED CANGEL W/ ROSCOLUX 1/2 CTO FIXTURE COLOR: BLACKLED PUCK LIGHTDIMMABLE DRIVER LINE VOLTAGE INCANDESCENT W/ CLEAR GLASS PINHOLE3 PER LF 75W PAR 30 24 W T5 FLUOR.X YEMERGENCY 'EXIT' SIGN FROG EYE EMERGENCY LIGHTINGLEDINCANDESCENTINSTALL BETWEEN EXISTING PRECAST CONCRETE TEES ED-1 EW-1 EW-2 EG-1 EY-1EXTERIOR RECESSED DOWNLIGHT EXTERIOR WALL SURFACE MOUNT UP/DOWN LIGHT EXTERIOR WALL MOUNT DOWNLIGHT EXTERIOR ADJUSTABLE PAR30 ACCENT FIXTURE EXTERIOR EGRESS LUMINAIREPAR20HALOGENPAR20 METAL HALIDE MR16 PAR30 HALOGEN XENONINSTALL FLUSH TO WOOD SOFFIT CEILING 1 1 GB - 1 GB - 1 GB - 1 +7 ' - 6 " +7 ' - 6 " +7 ' - 6 " +8 ' - 0 " +7 ' - 6 " +7 ' - 6 " +7 ' - 0 " +7 ' - 0 " +7 ' - 0 " AC P - 1 +7 ' - 6 " +7 ' - 5 " +8 ' - 2 " +7 ' - 6 " +7 ' - 1 0 " ? +7 ' - 6 " +8 ' - 2 " ST - 2 +8 ' - 2 " GB - 1 GB - 1 GB - 1 GB - 1 GB - 1 AC P - 1 GB - 1 GB - 1 GB - 1 2 3 3 3 5 4 TE C - 1 TE C - 1 TE C - 1 PO S S T A T I O N 10 4 [E ] E L E V A T O R E0 1 WA S H R O O M 11 6 CO O L E R 11 0 A PR E P 10 8 SE R V E R S T A T I O N 11 4 DI S H W A S H I N G 11 2 CO O K L I N E 10 7 IC E 11 3 PI C K U P WO O D G R I L L E 10 6 FR E E Z E R 11 0 B PO S S T A T I O N 10 3 HA L L 10 9 IC E M A C H I N E 11 3 +8 ' - 2 " +7 ' - 6 " GB - 1 CE I L I N G C A B I N E T U N I T H E A T E R [R E : M E C H . ] 1- H O U R R A T E D P A R T I T I O N ST O R A G E 11 1 CE I L I N G C A B I N E T U N I T H E A T E R [R E : M E C H . ] LI Q U O R S T O R A G E 12 3 A NE W B L A D E S I G N 5 6 8 9 11 10 11 10 11 GORE CREEK DRIVEUP (4 RISERS) DO W N (1 8 R I S E R S ) EXISTING ROOFNEW ROOF GORE CREEK PROMENADE UP ( 1 7 R I S E R S ) UP ( 6 R I S E R S ) 7° 2'-5 1/2" 7 1 / 2 " 83 ° 36'-1 1/4" 14 ' - 0 " 5'-5" 5'-11 1/4" 10 ' - 9 " 10'-9" C C CC 193 EAST GORE CREEK DRIVE VAIL, CO 81657 FOR PERMIT2012.08.0GORE CREEK TENANT RENOVATION COMMENTS2012.08.3 1206002012.08.0 DHSS LEVEL 2 REFLECTED CEILING A1.3LEVEL 2 REFLECTED CEILING PLAN 1/4"=1'-0"8'4'2'0 NO R T H TR U E NO R T H PR O J E C T [E ] S W E E T B A S I L 20 0 [E ] S P I R A L S T A I R [E ] D O W N S P O U T T O B E RE L O C A T E D ; N E W C O L L E C T I O N BO X A T S O U T H R O O F E D G E [E ] D O W N S P O U T F R O M U P P E R RO O F T O R E M A I N SEE ELEVATIONS FOR MORE INFO ON EXISTING AND NEW MECHANICAL EQUIPMENT [E ] C O R R I D O R 20 2 [E ] V E S T I B U L E 20 1 20 5 20 3 206 [E ] C O R R I D O R 204 20 4 NOTE: SEE SHEET A1.5 FOR LIGHTING AND RCP LEGENDS GB - 1 +7'-6" +7 ' - 6 " GB-1 UP ( 1 8 RI S E R S ) UP (2 RISERS) GORE CREEK PROMENADE SSL STAINLESS STEEL [SSL] SSL [LOW WALL] CE R A M I C T I L E [ C T - 2 ] 193 EAST GORE CREEK DRIVE VAIL, CO 81657 FOR PERMIT2012.08.0GORE CREEK TENANT RENOVATION COMMENTS2012.08.3 1206002012.08.0 DHSS LEVEL 1 FINISH PLAN A1.4LEVEL 1 FINISH PLAN 1/4"=1'-0"8'4'2'0 NO R T H TR U E NO R T H PR O J E C T FLOOR FINISH LEGENDGENERAL NOTES 1. RE: A0.02 FOR WALL TYPE NOTES & DETAILS. ALL WALL TYPE TAGS ARE REPRESENTED THUS:2. ALL DIMENSIONS ARE TO FINISH FACE OF ASSEMBLIES, TO GRID LINE LAYOUT OR FACE OF MASONRY UON. FRAMING DIMENSIONS FOR DOORS & WINDOWS DO NOT ACCOUNT FOR ROUGH OPENING. G.C. TO VERIFY W/ DOOR MFR.3. ALL MASONRY DIMENSIONS [INDICATED 'MA'] ARE NOMINAL; ALL ACTUAL OUTSIDE MASONRY DIMENSIONS ARE 3/8" SMALLER; ALL ACTUAL MASONRY OPENINGS ARE 3/8"LARGER [INDICATED 'MO'].4. PROVIDE BLOCKING IN WALLS FOR ALL GRAB BARS,PLUMBING FIXTURES, CASEWORK & KITCHEN EQUIPMENT INSTALLATIONS.5. G.C. TO VERIFY ALL INTERIOR FINISHES WITH ARCHITECT PRIOR TO INSTALLATION.6. ALL DOORS INSTALLED W/ HINGE SIDE JAMB 4" FROM ADJACENT WALL U.N.O.7. ALL WOOD OR METAL DOOR FRAMES TO BE PAINTED TOMATCH ADJACENT WALL FINISH. SEE SCHEDULE FOR WALL FINISH AND PAINT ASSOCIATIONS.8. ALL DRYWALL FINISHES SHALL BE LEVEL 4, SMOOTH, UON.9. ALL POWER AND LOW VOLTAGE PLATES AND DEVICES MUST MATCH ASSOCIATED WALL FINISH.10. GC SHALL BE RESPONSIBLE FOR FIELD INSPECTION OF SURFACES TO RECEIVE ALL FINISH COATINGS AND FOR ASSUMING THAT SUCH SURFACES ARE ACCEPTABLE FOR FINISH WOORK PRIOR TO INSTALL.11. PROVIDE 5/8" THK NON-COMBUSTABLE SHEATHING ['DUROCK' OR SIM] AT WALL[S] BELOW KITCHEN EXHAUST HOOD[S] PRIOR TO INSTALLATION OF WALL FINISH MATERIAL [SSL TYP].12. PROVIDE 5/8" CONCRETE TILE BOARD TO 1'-0" AFF IN KITCHEN AREAS [IN LIEU OF GYP BD.]; PROVIDE 5/8" THK PLYWOOD TO 9'-0" AFF FOR BACKING IN KITCHEN AREAS [IN LIEU OF GYP BD].13. ASSUME SEMI-GLOSS ENAMEL PAINT AT ALL HM DOORFRAMES, UON. ASSUME ALL GYP BD WALLS TO RECEIVE ACRYLIC EGGSHELL PAINT, UON.14. INSTALL 1-1/2"x1-1/2"x48" H. STAINLESS STEEL CORNER GUARDS AT ALL OUTSIDE CORNERS IN KITCHEN AREA, UON.15. ALL KITCHEN WALLS TO RECEIVE WHITE FRP-1 FINISH, UON.[E] PARKING GARAGE NIC [E ] E L E V A T O R E0 1 [E] MECHANICAL NIC VE S T I B U L E 10 0 BA R 12 4 HO S T 10 1 [E ] M E C H . / E L E C T . 12 0 HA L L 11 5 AD A W A S H R O O M 11 9 BE E R C O O L E R 12 3 B WE S T P A T I O EA S T P A T I O 12 6 WA S H R O O M 11 6 NE W F I N I S H F L O O R 10 0 ' - 3 / 4 " ST O R A G E 12 2 AD A W A S H R O O M 11 8 10 1 EA S T D I N I N G A R E A 10 2 WE S T D I N I N G A R E A 12 1 PO S S T A T I O N 10 3 WA S H R O O M 11 7 WWF-1 [WOOD FLOORING W/ RADIANT SLAB]:NEW 3/4" THK x 8" WIDE TONGUE & GROOVE WOOD PLANK FLOORING [STAINED & SEALED] OVER NEW RADIANT CONCRETE SLAB WF - 1 QT - 1 WF - 1 WF - 1 WF - 1 WF - 1 WF - 1 PO S S T A T I O N 10 4 ST L - 2 PT - 1 PT - 1 IN T E R I O R F I N I S H E S A T WA L K - I N B Y C O O L E R & FR E E Z E R M A N U F A C T U R E R CO O L E R 11 0 A PR E P 10 8 SE R V E R S T A T I O N 11 4 DI S H W A S H I N G 11 2 CO O K L I N E 10 7 IC E 11 3 PI C K U P WO O D G R I L L E 10 6 FR E E Z E R 11 0 B PO S S T A T I O N 10 3 HA L L 10 9 JA N I T O R 11 1 QT - 1 SW F - 1 QT - 1 WF - 1 WF - 1 EG - 1 EG-1 [ALUMINUM ENTRY GRATE WITH 'TUFF TREAD']:NEW DARK BRONZE ANOD ALUM ENTRY GRATE SET WITHIN RECESSED RADIANT SLAB AREA [BY JL INDUSTRIES OR SIM]CT-1 [CERAMIC FLOOR TILE]:NEW 12x24 PORCELAIN TILE FLOORING [BY DALTILE OR SIM] OVER UNCOUPLING MEMBRANE [SCHLUTER DITRA OR SIM] WITH INTEGRAL SCHLUTER-DILEX-AHK COVE BASE AT RESTROOM AREAS CT - 1 CT - 1 CT - 1 CT - 1 CT - 1 CT - 1 ST L - 2 T- 2 T- 1 T- 2 CG CG CG CG CG CG CG A4 . 2 3 A4 . 2 2 A4 . 2 1 LI Q U O R S T O R A G E 12 3 A QT - 1 ST L - 2 PT - 1 PT - 1 ST L - 2 CT - 4 ST L - 1 ST L - 1 ST L - 1 NE W S T U C C O O V E R R I G I D IN S U L A T I O N & C M U I N F I L L BA C K I N G WD - 1 WD - 1 ST L - 1 ST O N E V E N E E R ST L - 1 ST L - 1 ST L - 2 ST L - 2 ST L - 2 F L O O R O N RA I S E D C U R B ST L - 1 ST L - 1 ST L - 1 ST L - 2 MI R R O R S A B O V E S H E L V I N G AT B A R B A C K W A L L ST L - 2 AT B A R D Y E W A L L [B E L O W B A R T O P ] CT - 2 CT - 2 CT - 2 SS L FR P - 1 FR P - 1 FR P - 1 FR P - 1 FR P - 1 FR P - 1 FR P - 1 FR P - 1 WD - 1 WD - 1 ST L - 2 QT - 1 QT - 1 QT - 1 WF - 1 ST L - 2 ST L - 2 QT-1 [QUARRY TILE FLOORING]:NEW 4x8 QUARRY TILE FLOORING [BY DALTILE OR SIM] OVER UNCOUPLING MEMBRANE [SCHLUTER DITRA OR SIM] WITH INTEGRAL SCHLUTER-DILEX-AHK COVE BASE AT KITCHEN &BAR AREAS ST L - 3 ST L - 3 ST L - 3 ST L - 3 ST L - 3 ST L - 3 ST L - 3 ST L - 3 FINISH PLAN KEYNOTES NEW STEEL BRACE [RE: STRUCT]; PT-1 FINISH1 NEW CEMENTITIOUS SKIM COAT OVER EXISTING MASONRY COLUMNS2 CONCRETE COLUMN TO REMAIN EXPOSED; CLEAN AND PATCH AS NECESSARY3 LED STRIP LIGHT BENEATH BAR TOP ON CUSTOMER SIDE4 LED STRIP LIGHT EMBEDDED IN LIQUOR SHELF AT BACK BAR5 31 2 2 1 ST L - 3 ST L - 3 ST L - 3 ST L - 3 ST L - 3 ST L - 3 ST L - 2 PT - 1 PT - 1 T- 1 ST L - 2 ST L - 2 3 CT - 2 CT - 3 CT - 3 CT - 3 CT - 3 CT - 3 CT - 3 EX I S T I N G C O N C R E T E FL O O R A T J A N C L O S E T CO N C R E T E F L O O R A T ST O R A G E EX I S T I N G C O N C R E T E FL O O R A T S T O R A G E ST L - 3 ST L - 3 ST L - 3 ST L - 3 ST L - 3 ST L - 3 ST L - 3 ST L - 3 ST L - 3 WD - 1 ST L - 2 ST L - 2 CGCG FR P - 1 FR P - 2 FR P - 2 FR P - 2 BE L O W CO U N T E R T O P CO A T S 10 1 A ST L - 2 PT - 1 AT S T E E L CO L U M N A4 . 3 1 T- 2 A4 . 3 3 A4 . 2 4 GORE CREEK DRIVEUP (4 RISERS) DO W N (1 8 R I S E R S ) EXISTING ROOFNEW ROOF GORE CREEK PROMENADE UP ( 1 7 R I S E R S ) UP ( 6 R I S E R S ) 7° 2'-5 1/2" 7 1 / 2 " 83 ° 36'-1 1/4" 14 ' - 0 " 5'-5" 5'-11 1/4" 10 ' - 9 " 10'-9"193 EAST GORE CREEK DRIVE VAIL, CO 81657 FOR PERMIT2012.08.0GORE CREEK TENANT RENOVATION COMMENTS2012.08.3 1206002012.08.0 DHSS LEVEL 2 FINISH PLAN A1.5LEVEL 2 FINISH PLAN 1/4"=1'-0"8'4'2'0 NO R T H TR U E NO R T H PR O J E C T [E ] S W E E T B A S I L 20 0 [E ] S W E E T B A S I L +1 1 0 ' - 0 " [ 8 1 6 8 ' - 1 0 " ] [E ] C O R R I D O R 20 2 [E ] V E S T I B U L E 20 1 20 5 20 3 206 [E ] C O R R I D O R 204 20 4 FLOOR FINISH LEGENDGENERAL NOTES 1. RE: A0.02 FOR WALL TYPE NOTES & DETAILS. ALL WALL TYPE TAGS ARE REPRESENTED THUS:2. ALL DIMENSIONS ARE TO FINISH FACE OF ASSEMBLIES, TO GRID LINE LAYOUT OR FACE OF MASONRY UON. FRAMING DIMENSIONS FOR DOORS & WINDOWS DO NOT ACCOUNT FOR ROUGH OPENING. G.C. TO VERIFY W/ DOOR MFR.3. ALL MASONRY DIMENSIONS [INDICATED 'MA'] ARE NOMINAL; ALL ACTUAL OUTSIDE MASONRY DIMENSIONS ARE 3/8" SMALLER; ALL ACTUAL MASONRY OPENINGS ARE 3/8"LARGER [INDICATED 'MO'].4. PROVIDE BLOCKING IN WALLS FOR ALL GRAB BARS,PLUMBING FIXTURES, CASEWORK & KITCHEN EQUIPMENT INSTALLATIONS.5. G.C. TO VERIFY ALL INTERIOR FINISHES WITH ARCHITECT PRIOR TO INSTALLATION.6. ALL DOORS INSTALLED W/ HINGE SIDE JAMB 4" FROM ADJACENT WALL U.N.O.7. ALL WOOD OR METAL DOOR FRAMES TO BE PAINTED TO MATCH ADJACENT WALL FINISH. SEE SCHEDULE FOR WALL FINISH AND PAINT ASSOCIATIONS.8. ALL DRYWALL FINISHES SHALL BE LEVEL 4, SMOOTH, UON.9. ALL POWER AND LOW VOLTAGE PLATES AND DEVICES MUST MATCH ASSOCIATED WALL FINISH.10. GC SHALL BE RESPONSIBLE FOR FIELD INSPECTION OF SURFACES TO RECEIVE ALL FINISH COATINGS AND FOR ASSUMING THAT SUCH SURFACES ARE ACCEPTABLE FOR FINISH WOORK PRIOR TO INSTALL.11. PROVIDE 5/8" THK NON-COMBUSTABLE SHEATHING ['DUROCK' OR SIM] AT WALL[S] BELOW KITCHEN EXHAUST HOOD[S] PRIOR TO INSTALLATION OF WALL FINISH MATERIAL [SSL TYP].12. PROVIDE 5/8" CONCRETE TILE BOARD TO 1'-0" AFF IN KITCHEN AREAS [IN LIEU OF GYP BD.]; PROVIDE 5/8" THK PLYWOOD TO 9'-0" AFF FOR BACKING IN KITCHEN AREAS [IN LIEU OF GYP BD].13. ASSUME SEMI-GLOSS ENAMEL PAINT AT ALL HM DOOR FRAMES, UON. ASSUME ALL GYP BD WALLS TO RECEIVE ACRYLIC EGGSHELL PAINT, UON.14. INSTALL 1-1/2"x1-1/2"x48" H. STAINLESS STEEL CORNER GUARDS AT ALL OUTSIDE CORNERS IN KITCHEN AREA, UON.15. ALL KITCHEN WALLS TO RECEIVE WHITE FRP-1 FINISH, UON.SWF-1 [SLIP RESISTANT FLOORING]:NEW 1/4" THK SLIP RESISTANT SAFETY FLOORING [BY ECO-GRIP OR SIM; COLOR: BLACK] OVER 1/2" LEVELING TOPPINGWF-1 [WOOD FLOORING W/ RADIANT SLAB]:NEW 3/4" THK x 8" WIDE TONGUE & GROOVE WOOD PLANK FLOORING [STAINED & SEALED]OVER NEW RADIANT CONCRETE SLAB WF-1 [WOOD FLOORING-NO RADIANT SLAB]:NEW 3/4" THK x 8" WIDE TONGUE & GROOVE WOOD PLANK FLOORING [STAINED &SEALED] OVER UNHEATED CONCRETE SLAB ON GRADEEG-1 [STAINLESS STEEL ENTRY GRATE]:NEW SSL ENTRY GRATE SET WITHIN RECESSED RADIANT SLAB AREA [BY JL INDUSTRIES OR SIM]CT-1 [CERAMIC FLOOR TILE]:NEW 12x12 CERAMIC OR PORCELAIN FLOOR TILE W/INTEGRAL SCHLUTER-DILEX-AHK COVE BASE CT - 1 CT-1 193 EAST GORE CREEK DRIVE VAIL, CO 81657 FOR PERMIT2012.08.0GORE CREEK TENANT RENOVATION COMMENTS2012.08.3 1206002012.08.3 DHSS NORTH ELEVATION [EXISTING A2.1 NO R T H B U I L D I N G E L E V A T I O N [ E X I S T I N G ] 1/ 4 " = 1 ' - 0 " 8'4'2'0 DA S H E D C A L L O U T I N D I C A T E S P O R T I O N OF E X I S T I N G B U I L D I N G T O B E R E N O V A T E D 193 EAST GORE CREEK DRIVE VAIL, CO 81657 FOR PERMIT2012.08.0GORE CREEK TENANT RENOVATION COMMENTS2012.08.3 1206002012.06.2 DHSS EAST ELEVATION [EXISTING]A2.2 EA S T B U I L D I N G E L E V A T I O N [ E X I S T I N G ] 1/ 4 " = 1 ' - 0 " 8'4'2'0DASHED CALL OUT INDICATES PORTION OF EXISTING BUILDING TO BE RENOVATED RE L O C A T E [ E ] ME C H A N I C A L S C R E E N NO T E : A L L E X I S T I N G ME C H A N I C A L E Q U I P M E N T T O BE F I E L D V E R I F I E D . [E] EXHAUST FAN TO BE REMOVED [E ] E X H A U S T F A N T O B E RE P L A C E D [E ] G R E A S E D U C T RE L O C A T E [ E ] MA K E - U P A I R UN I T [ R E : M E C H . ] [E ] E X H A U S T F A N T O RE M A I N RE M O V E [ E ] ME C H A N I C A L L O U V E R 193 EAST GORE CREEK DRIVE VAIL, CO 81657 FOR PERMIT2012.08.0GORE CREEK TENANT RENOVATION COMMENTS2012.08.3 1206002012.08.3 DHSS SOUTH ELEVATION [EXISTING A2.3 SO U T H B U I L D I N G E L E V A T I O N [ E X I S T I N G ] 1/ 4 " = 1 ' - 0 " 8'4'2'0 193 EAST GORE CREEK DRIVE VAIL, CO 81657 FOR PERMIT2012.08.0GORE CREEK TENANT RENOVATION COMMENTS2012.08.3 1206002012.08.3 DHSS WEST ELEVATION [EXISTING]A2.4 WE S T E L E V A T I O N [ E X I S T I N G ] 1/ 4 " = 1 ' - 0 " 8'4'2'0 DA S H E D C A L L O U T I N D I C A T E S E X I S T I N G PO R T I O N O F E X I S T I N G B U I L D I N G T O B E RE N O V A T E D EX I S T I N G D O W N S P O U T T O R E M A I N EX I S T I N G R O O F S T R U C T U R E T O R E M A I N NE W W A L L PE N E T R A T I O N F O R EX H A U S T L O U V E R LO C A T I O N [ R E : M E C H . ] 2'-0"8'-0" NEW CONSTRUCTION NE W C O N S T R U C T I O N EXISTING BUILDING EX I S T I N G B U I L D I N G 5'-6" 3'-6" NEW PHASE 1PHASE 2 4'-8" 5' - 5 " 8'-0" 1' - 0 " 3'-0" [MAX] 4' - 0 " [ M A X ] 193 EAST GORE CREEK DRIVE VAIL, CO 81657 FOR PERMIT2012.08.0GORE CREEK TENANT RENOVATION COMMENTS2012.08.3 1206002012.08.3 DHSS NORTH ELEVATION [NEW]A2.5 NO R T H B U I L D I N G E L E V A T I O N [ N E W ] 1/ 4 " = 1 ' - 0 " 8'4'2'0 EL E V A T I O N K E Y N O T E S : NE W D A R K B R O N Z E A L U M I N U M & G L A S S S L I D I N G DO O R B Y ' F L E E T W O O D ' . 1 NE W H O T R O L L E D , C L E A R P O W D E R C O A T E D S T E E L WA L L P A N E L 2 NE W D O U G L A S F I R P L A N K S I D I N G [ S T A I N E D & SE A L E D ] 3 NE W H O T R O L L E D C L E A R P W D R C O A T E D S T E E L WI D E F L A N G E C O L U M N 4 NE W A L U M I N U M S T O R E F R O N T G L A Z I N G S Y S T E M 5 NE W 1 " T H K P A I N T E D F I B E R C E M E N T B O A R D F A S C I A [B Y J A M E S H A R D I E [ O R S I M ] 6 EXISTING STUCCO WALL SYSTEM 7 EXISTING WINDOW SYSTEM8 EXISTING PAINTED EXTERIOR STAIRS [NIC]10 11 12 13 NE W D O U G L A S F I R P L A N K S O F F I T [ S T A I N E D & SE A L E D ] NEW STONE VENEER WALL PANEL EXISTING PAINTED WOOD FASCIALIGHT FIXTURE LEGEND NEW WALL SURFACE MOUNTED DARK BRONZE ALUMINUM UP/DOWN LIGHT;MODEL# HL-374-2X-AA-120 BY HEVI-LITEA NEW DARK BRONZE ALUMINUM GROUND MOUNTED UP ACCENT LIGHT;MODEL# HL-387-AA-120 BY HEVI-LITE [FOR SIGNAGE ILLUMINATION]B NEW DARK BRONZE ALUMINUM CEILING RECESSED DOWN LIGHT;MODEL# 102050130 BY RICHELIEUCNEW DE-MOUNTABLE 36" H. PAINTED STL PATIO GUARDRAIL TO ALIGN W/ VERTICAL DOOR FRAMES [TYP]9 14EXISTING EXPOSED STEEL COLUMNNEW WALL SURFACE MOUNTED DARK BRONZE ALUMINUM DOWN LIGHT;MODEL# HL-340-AA-12-LA BY HEVI-LITED 1 1 1 5 3 B 2256 2 4 10 1113 12 14 14 A D D C C 8 9 9 7 ST E E L P L A T E DO O R GE N E R A L N O T E S : 1. A L L E X T E R I O R A L U M I N U M S T O R E F R O N T F R A M I N G , EN T R A N C E S , A N D S L I D I N G D O O R S T O B E A N O D I Z E D DA R K B R O N Z E F I N I S H . 2. A L L E X T E R I O R S T O R E F R O N T S Y S T E M S B A S I S - O F DE S I G N : E F C O S E R I E S 4 0 3 W I T H E N H A N C E D TH E R M A L L Y B R O K E N F R A M E S . 3. A L L E X T E R I O R G L A Z I N G T O B E 1 - I N C H , C L E A R , LO W - E I N S U L A T E D G L A Z I N G . B A S I S O F D E S I G N : SO L A R B A N 6 0 C L E A R B Y P P G [ O R E Q ] . TY P I C A L P A T I O G U A R D R A I L D E T A I L 1/ 2 " = 1 ' - 0 " 4' 2' 1' 0 1- 1 / 2 " D I A R O U N D ST E E L P I P E [ T O P & BO T T O M R A I L ] 1/ 2 " x 1 - 1 / 4 " S T E E L BA R 1/ 2 " x 1 / 2 " V E R T I C A L S T E E L BA R @ 6 " O . C . [ M A X ] 2" D I A . G A L V A N I Z E D S T E E L PI P E S L E E V E F O R B A L U S T E R S [M I N 6 " E M B E D M E N T ] MA X 1 2 " R E T U R N EX T E N S I O N A T CO R N E R S AL I G N C E N T E R O F B A L U S T E R S W / EX T E R I O R D O O R F R A M E P A T T E R N [ T Y P ] NE W G L A S S G U A R D R A I L B Y C L LA U R E N C E O R S I M [ P H A S E 2 ] DD 121 10 0 10 2 NO T E : E X T E R I O R G U A R D R A I L TO B E P O W D E R C O A T F I N I S H TO M A T C H W I N D O W F R A M E S . NEW CONSTRUCTION EX I S T I N G B U I L D I N G NEW CONSTRUCTIONEXISTING BUILDING 4'-7"2'-0"8'-0"PHASE 1NEWPHASE 2 193 EAST GORE CREEK DRIVE VAIL, CO 81657 FOR PERMIT2012.08.0GORE CREEK TENANT RENOVATION COMMENTS2012.08.3 1206002012.08.3 DHSS EAST ELEVATION [NEW]A2.6 EA S T B U I L D I N G E L E V A T I O N [ N E W ] 1/ 4 " = 1 ' - 0 " 8'4'2'0 EL E V A T I O N K E Y N O T E S : NE W D A R K B R O N Z E A L U M I N U M & G L A S S S L I D I N G DO O R B Y ' F L E E T W O O D ' . 1 NE W H O T R O L L E D , C L E A R P O W D E R C O A T E D S T E E L WA L L P A N E L 2 NE W D O U G L A S F I R P L A N K S I D I N G [ S T A I N E D & SE A L E D ] 3 NE W H O T R O L L E D C L E A R P W D R C O A T E D S T E E L WI D E F L A N G E C O L U M N 4 NE W A L U M I N U M S T O R E F R O N T G L A Z I N G S Y S T E M 5 NE W 1 " T H K P A I N T E D F I B E R C E M E N T B O A R D F A S C I A [B Y J A M E S H A R D I E [ O R S I M ] 6 EXISTING STUCCO WALL SYSTEM 7 EXISTING WINDOW SYSTEM8 EXISTING PAINTED EXTERIOR STAIRS [NIC]10 11 12 13 NE W D O U G L A S F I R P L A N K S O F F I T [ S T A I N E D & SE A L E D ] NEW STONE VENEER WALL PANEL EXISTING PAINTED WOOD FASCIALIGHT FIXTURE LEGEND NEW WALL SURFACE MOUNTED DARK BRONZE ALUMINUM UP/DOWN LIGHT;MODEL# HL-374-2X-AA-120 BY HEVI-LITEA NEW DARK BRONZE ALUMINUM GROUND MOUNTED UP ACCENT LIGHT;MODEL# HL-387-AA-120 BY HEVI-LITE [FOR SIGNAGE ILLUMINATION]B NEW DARK BRONZE ALUMINUM CEILING RECESSED DOWN LIGHT;MODEL# 102050130 BY RICHELIEUCNEW DE-MOUNTABLE 36" H. PAINTED STL PATIO GUARDRAIL TO ALIGN W/ VERTICAL DOOR FRAMES [TYP]9 14EXISTING EXPOSED STEEL COLUMNNEW WALL SURFACE MOUNTED DARK BRONZE ALUMINUM DOWN LIGHT;MODEL# HL-340-AA-12-LA BY HEVI-LITED10111412D761321011 NE W M E C H A N I C A L L O U V E R & SC R E E N A T S O U T H F A C E O F N E W ME C H . C O N F I G U R A T I O N RE L O C A T E [ E ] M E C H A N I C A L SC R E E N A P P R O X 4 ' - 0 " T O TO W A R D S S O U T H B U I L D I N G FA C E [ V I F ] NO T E : A L L E X I S T I N G ME C H A N I C A L E Q U I P M E N T T O BE F I E L D V E R I F I E D . RE : M E C H A N I C A L F O R N E W EQ U I P M E N T E L E V A T I O N S [E ] M A K E - U P A I R UN I T [E ] E X H A U S T FA N 10 10 9NEW [PHASE 2] GLASS GUARDRAIL BY CL LAURENCE [OR SIM] NE W M A K E - U P AI R U N I T [R E : M E C H . ] 193 EAST GORE CREEK DRIVE VAIL, CO 81657 FOR PERMIT2012.08.0GORE CREEK TENANT RENOVATION COMMENTS2012.08.3 1206002012.08.3 DHSS SOUTH ELEVATION [NEW]A2.7 SO U T H B U I L D I N G E L E V A T I O N [ N E W ] 1/ 4 " = 1 ' - 0 " 8'4'2'0 EL E V A T I O N K E Y N O T E S : NE W D A R K B R O N Z E A L U M I N U M & G L A S S S L I D I N G DO O R B Y ' F L E E T W O O D ' . 1 NE W H O T R O L L E D , C L E A R P O W D E R C O A T E D S T E E L WA L L P A N E L 2 NE W D O U G L A S F I R P L A N K S I D I N G [ S T A I N E D & SE A L E D ] 3 NE W H O T R O L L E D C L E A R P W D R C O A T E D S T E E L WI D E F L A N G E C O L U M N 4 NE W A L U M I N U M S T O R E F R O N T G L A Z I N G S Y S T E M 5 NE W 1 " T H K P A I N T E D F I B E R C E M E N T B O A R D F A S C I A [B Y J A M E S H A R D I E [ O R S I M ] 6 EXISTING STUCCO WALL SYSTEM 7 EXISTING WINDOW SYSTEM8 EXISTING PAINTED EXTERIOR STAIRS [NIC]10 11 12 13 NE W D O U G L A S F I R P L A N K S O F F I T [ S T A I N E D & SE A L E D ] NEW STONE VENEER WALL PANEL EXISTING PAINTED WOOD FASCIALIGHT FIXTURE LEGEND NEW WALL SURFACE MOUNTED DARK BRONZE ALUMINUM UP/DOWN LIGHT;MODEL# HL-374-2X-AA-120 BY HEVI-LITEA NEW DARK BRONZE ALUMINUM GROUND MOUNTED UP ACCENT LIGHT;MODEL# HL-387-AA-120 BY HEVI-LITE [FOR SIGNAGE ILLUMINATION]B NEW DARK BRONZE ALUMINUM CEILING RECESSED DOWN LIGHT;MODEL# 102050130 BY RICHELIEUCNEW DE-MOUNTABLE 36" H. PAINTED STL PATIO GUARDRAIL TO ALIGN W/ VERTICAL DOOR FRAMES [TYP]9 14EXISTING EXPOSED STEEL COLUMNNEW WALL SURFACE MOUNTED DARK BRONZE ALUMINUM DOWN LIGHT;MODEL# HL-340-AA-12-LA BY HEVI-LITEDNEW MECHANICAL SCREEN TO MATCH OLD SCREEN NOTE:ALL EXISTING MECHANICAL EQUIPMENT TO BE FIELD VERIFIED.NEW MECHANICAL LOUVER FOR EXISTING & NEW MAKE-UP AIR UNIT MAKE UP AIR UNIT NEW CONSTRUCTIONEXISTING BUILDING TO REMAIN NE W C O N S T R U C T I O N EX I S T I N G B U I L D I N G T O R E M A I N 8'-0"2'-0" NEW PHASE 2 PHASE 1 193 EAST GORE CREEK DRIVE VAIL, CO 81657 FOR PERMIT2012.08.0GORE CREEK TENANT RENOVATION COMMENTS2012.08.3 1206002012.08.3 DHSS WEST ELEVATION [NEW]A2.8WEST BUILDING ELEVATION [NEW]1/4"=1'-0"8'4'2'0 EL E V A T I O N K E Y N O T E S : NE W D A R K B R O N Z E A L U M I N U M & G L A S S S L I D I N G DO O R B Y ' F L E E T W O O D ' . 1 NE W H O T R O L L E D , C L E A R P O W D E R C O A T E D S T E E L WA L L P A N E L 2 NE W D O U G L A S F I R P L A N K S I D I N G [ S T A I N E D & SE A L E D ] 3 NE W H O T R O L L E D C L E A R P W D R C O A T E D S T E E L WI D E F L A N G E C O L U M N 4 NE W A L U M I N U M S T O R E F R O N T G L A Z I N G S Y S T E M 5 NE W 1 " T H K P A I N T E D F I B E R C E M E N T B O A R D F A S C I A [B Y J A M E S H A R D I E [ O R S I M ] 6 EXISTING STUCCO WALL SYSTEM 7 EXISTING WINDOW SYSTEM8 EXISTING PAINTED EXTERIOR STAIRS [NIC]10 11 12 13 NE W D O U G L A S F I R P L A N K S O F F I T [ S T A I N E D & SE A L E D ] NEW STONE VENEER WALL PANEL EXISTING PAINTED WOOD FASCIALIGHT FIXTURE LEGEND NEW WALL SURFACE MOUNTED DARK BRONZE ALUMINUM UP/DOWN LIGHT;MODEL# HL-374-2X-AA-120 BY HEVI-LITEA NEW DARK BRONZE ALUMINUM GROUND MOUNTED UP ACCENT LIGHT;MODEL# HL-387-AA-120 BY HEVI-LITE [FOR SIGNAGE ILLUMINATION]B NEW DARK BRONZE ALUMINUM CEILING RECESSED DOWN LIGHT;MODEL# 102050130 BY RICHELIEUCNEW DE-MOUNTABLE 36" H. PAINTED STL PATIO GUARDRAIL TO ALIGN W/ VERTICAL DOOR FRAMES [TYP]9 14EXISTING EXPOSED STEEL COLUMNNEW WALL SURFACE MOUNTED DARK BRONZE ALUMINUM DOWN LIGHT;MODEL# HL-340-AA-12-LA BY HEVI-LITED 10 10 13 11 D6 EX I S T I N G D O W N S P O U T T O RE M A I N NE W R O O F I N G M E M B R A N E AN D F A S C I A T O M A T C H RE N O V A T O N RE L O C A T E [ E ] D O W N S P O U T W / NE W C O L L E C T I O N B O X [E ] W O O D FE N C E T O RE M A I N NE W 2 4 x 1 2 M E T A L L O U V E R G E N E R A L E X H A U S T [A P P R O X I M A T E L O C A T I O N S H O W N ] 9 NE W [ P H A S E 2 ] G L A S S GU A R D R A I L B Y C L LA U R E N C E [ O R S I M ] 8'-8" [PRECAST TEE] 9'-6" [PRECAST SLAB] 7'-6" [GB-1 SOFFIT] 8'-0" [ACP-1 CEILING] 8'-0" 8'-8" [underside of precast tee] 9'-6" [underside of tee slab] 6'-6" COAT RACK FRAME 8'-8" [underside of precast tee] 7'-8" [beam] 9'-6" [underside of tee slab] 193 EAST GORE CREEK DRIVE VAIL, CO 81657 FOR PERMIT2012.08.06GORE CREEK TENANT RENOVATION COMMENTS2012.08.31 1206002012.08.31 DHSSB PARTIAL BUILDING ELEVATIONS A3.0 PA R T I A L B U I L D I N G S E C T I O N 1/ 4 " = 1 ' - 0 " EA S T D I N I N G A R E A 10 2 HA L L 11 5 PARKING GARAGE NIC WE S T P A T I O 12 5 HALL 109 PI C K U P 10 5 PR E P 10 8 48x18 PA R T I A L B U I L D I N G S E C T I O N 1/ 4 " = 1 ' - 0 " PA R T I A L B U I L D I N G S E C T I O N 1/ 4 " = 1 ' - 0 " VE S T I B U L E 10 0 HO S T 10 1 WE S T D I N I N G A R E A 12 1 BE E R C O O L E R 12 3 B ST O R A G E 12 2 GY P B D A N D M T L F U R R I N G OV E R [ E ] S T E E L B E A M PARKING GARAGE NIC PARKING GARAGE NIC 40 x 8 40 x 8 40 x 8 40 x 8 40 x 8 WI N E S T O R A G E 12 3 A PT - 1 GB - 1 B- 3 B- 1 11 6 EA S T P A T I O 12 6 A4 . 51A4 . 61A4 . 71 GB - 1 QT - 1 CT - 2 AC P - 1 ACP-1 TE C - 1 WD - 1 WF - 1 T- 2 B- 2 TE C - 1 PT - 1 TE C - 1 WD - 1 ST L - 2 WD - 1 ST L - 2 WD - 1 B- 2 ST L - 2 CT - 2 B- 3 B- 1 PT - 4 R- 1 E0 1 CO A T S 10 1 A SO M E I T E M S N O T S H O W N I N SE C T I O N F O R C L A R I T Y O F EA S T W A L L E L E V A T I O N A4 . 52 A4 . 5 2 ST L - 2 F R A M E A T DO O R O P E N I N G ST L - 3 CT - 1 115BRATEDWALL 7'-6" [ACP-1CEILING] 8'-8" TO PRECAST TEE [VIF] 6'-8" [HOOD] 7'-0" [GYP BD SOFFIT] 110-0"LEVEL 2 100'-0"LEVEL 18'-0" [GYP BD SOFFIT]110-0"LEVEL 2 100'-0"LEVEL 18'-0" [GYP BD SOFFIT]110-0"LEVEL 2 100'-0"LEVEL 1 193 EAST GORE CREEK DRIVE VAIL, CO 81657 FOR PERMIT2012.08.06GORE CREEK TENANT RENOVATION COMMENTS2012.08.31 1206002012.08.31 DHSSB PARTIAL BUILDING SECTIONS A3.1 PA R T I A L B U I L D I N G S E C T I O N ( L O O K I N G N O R T H ) 1/ 2 " = 1 ' - 0 " [E ] E L E V A T O R E0 1 PI C K - U P 105COOK LINE 107 BA R 12 4 RA D I A N T F L O O R I N G CO N T R O L P A N E L [R E : M E C H . ] NE W W O O D C L A D D I N G O V E R EX P O S E D [ E ] P R E C A S T T E E ( T Y P ) GB - 1 48 x 1 4 WE S T D I N I N G A R E A 12 1 20 x 8 ACP-1 GB - 1 GB - 1 GB - 1 HA L L 11 5 PA R T I A L B U I L D I N G S E C T I O N ( L O O K I N G N O R T H ) 1/ 2 " = 1 ' - 0 " PA R T I A L B U I L D I N G S E C T I O N ( L O O K I N G N O R T H ) 1/ 2 " = 1 ' - 0 " WE S T D I N I N G A R E A 12 1 EA S T D I N I N G A R E A 10 2 WE S T D I N I N G A R E A 12 1 POS STATION 104 EA S T D I N I N G A R E A 10 2 BA R 12 4 BA R 12 4 HO S T 10 1 TE C - 1 TE C - 1 TE C - 1 TE C - 1 TE C - 1 TEC-1 B- 1 WD - 1 10 1 CT-2 PT-1 A4.81A4.82A4.84 CO A T S 10 1 A STL-3 ST L - 3 ST L - 3 ST L - 3 ST L - 3 STL-3 A4 . 8 1A4 . 8 1 WD - 1 WD-1 A5 . 3 3 GE N E R A L N O T E S : 1. D e s i g n g u i d e l i n e s b a s e d o n A N S I A 1 1 7 . 1 - 2 0 0 3 , G e n e r a l C o n t r a c t o r t o v e r i f y al l a s - b u i l t c o n d i t i o n s c o m p l y w i t h A N S I g u i d e l i n e s . 2. N o s h o w e r s w i l l b e p r o v i d e d i n t h a t w e d o n o t m e e t t h e r e q u i r e m e n t s o f IB C S e c t i o n 1 1 0 7 . 6 . 1 . 1 , G r o u p R - 1 , o r S e c t i o n 1 1 0 7 . 6 . 2 . 2 . 1 , G r o u p R - 2 . 3. P e r S e c t i o n 1 0 0 3 . 1 1 . 8 , t h e r e m o v a b l e i n - t u b s e a t r e q u i r e d b y S e c t i o n 6 0 7 . 3 i s no t r e q u i r e d 4. P e r S e c t i o n 6 0 7 . 4 , g r a b b a r s i n T y p e A u n i t s a r e n o t r e q u i r e d t o b e i n s t a l l e d wh e r e r e i n f o r c e m e n t c o m p l y i n g w i t h S e c t i o n 1 0 0 3 . 1 1 . 9 i s i n s t a l l e d f o r f u t u r e in s t a l l a t i o n o f g r a b b a r s . 5. P e r S e c t i o n 6 0 8 . 4 , a s h o w e r s e a t i n T y p e A u n i t s i s n o t r e q u i r e d t o b e in s t a l l e d w h e r e r e i n f o r c e m e n t c o m p l y i n g w i t h S e c t i o n 1 0 0 3 . 1 1 . 9 i s i n s t a l l e d f o r fu t u r e i n s t a l l a t i o n o f a s h o w e r s e a t . 6. P e r S e c t i o n 6 0 8 . 3 , g r a b b a r s i n T y p e A u n i t s a r e n o t r e q u i r e d t o b e i n s t a l l e d wh e r e r e i n f o r c e m e n t c o m p l y i n g w i t h S e c t i o n 1 0 0 3 . 1 1 . 9 i s i n s t a l l e d f o r f u t u r e in s t a l l a t i o n o f g r a b b a r s . FOOT BA C K SEAT HEAD LAV CL E A R FL O O R SP A C E 2'-6" MIN. 5' - 0 " M I N . SI D E A P P R O A C H C L E A R FL O O R S P A C E W I T H O U T PE R M A N E N T S E A T I N BA T H T U B FOOT BA C K SEAT HEAD LAV CL E A R FL O O R SP A C E 4'-0" MIN. 5' - 0 " M I N . FR O N T A P P R O A C H C L E A R FL O O R S P A C E W I T H O U T PE R M A N E N T S E A T I N BA T H T U B FOOT CO N T R O L SEAT HEAD LAV CL E A R FL O O R SP A C E SI D E A P P R O A C H C L E A R FL O O R S P A C E W I T H PE R M A N E N T S E A T A T H E A D OF B A T H T U B 2'-6" MIN. CL E A R FL O O R SP A C E CL E A R F L O O R S P A C E A T LA V A T O R I E S 4' - 0 " M I N . 2'-6" MIN. 1' - 9 " MA X . 1' - 5 " M I N . 9"MIN.2'-3"MIN. 2'-10"MAX. 3'-6"MAX. 2'-5"MIN. GR A B B A R S W I T H PE R M A N E N T S E A T I N BA T H T U B 2 '- 9" -3'-0" BA C K 9"MIN. 2 '- 9" -3'-0" 1'- 0 " M I N . 4' - 0 " MA X . GR A B B A R S W I T H PE R M A N E N T S E A T I N BA T H T U B HE A D GR A B B A R S W I T H PE R M A N E N T S E A T I N BA T H T U B CO N T R O L A R E A BE T W E E N T U B A N D GR A B B A R , O P E N SI D E A N D CE N T E R L I N E 1' - 0 " M I N . PE R M . SE A T HEAD GRAB BARS AT 36" x 60"SHOWER STALL WITH SHOWER SEAT GR A B B A R S A T 3 6 " x 6 0 " SH O W E R S T A L L W I T H SH O W E R S E A T CO N T R O L WA L L 2 '- 9" -3'-0" 3'-2"MAX. 4'-0"MAX. 2' - 3 " MA X . CO N T R O L AR E A FOOT GRAB BARS AT 36" x 36"AND 36" x 60" SHOWER STALL WITH SHOWER SEAT 6" M A X . 2 '- 9" -3'-0"6"MAX.HEAD GRAB BARS AT 36" x 60"SHOWER STALL WITHOUT SHOWER SEAT GR A B B A R S A T 3 6 " x 6 0 " SH O W E R S T A L L W I T H O U T SH O W E R S E A T 3'-2"MAX. 4'-0"MAX. CO N T R O L AR E A O N AN Y W A L L FOOT GRAB BARS AT 36" x 60"SHOWER STALL WITHOUT SHOWER SEAT 6" M A X . 2 '- 9" -3'-0"6"MAX.2 '- 9" -3'-0"6"MAX. 6" M A X . 2 '- 9" -3'-0" OPEN SIDE OPEN SIDE 2 '- 9" -3'-0" 5' - 0 " 1'- 3 " MA X . 1' - 0 " M I N . 6' - 3 " 1' - 5" MIN.1'-7"MAX. 1' - 3 " M I N . 1 ' - 4 " M A X . 1 1/2"MAX.BACK WALL OPEN SIDE 3" MAX. BACK SIDE 0' - 3" -6"MAX. 1'-6"MIN. GR A B B A R S W I T H O U T PE R M A N E N T S E A T I N BA T H T U B 2 '- 9" -3'-0" BA C K 9"MIN. 2 '- 9" -3'-0" 1'- 0 " M I N . 2' - 0 " MA X . 2' - 0 " MI N . GR A B B A R S W I T H O U T PE R M A N E N T S E A T I N BA T H T U B HE A D GR A B B A R S W I T H O U T PE R M A N E N T S E A T I N BA T H T U B CO N T R O L A R E A BE T W E E N T U B A N D GR A B B A R , O P E N SI D E A N D CE N T E R L I N E 1' - 0 " M I N . MO V . SE A T OPEN SIDE OPEN SIDE 2 '- 9" -3'-0" BACK SIDE 0' - 3" -6"MAX. 1'-6"MIN. 1' - 3 " M A X . CO N T R O L BA C K W A L L LA V A T O R Y C L E A R A N C E S SHOWER SIZE AND CLEARANCES3'-0"MIN.3'-0"MIN.2'-3"MAX.3'-0"2' - 6" MIN.CONTROL HEADFOOT GRAB BARS AT 36" x 36"SHOWER STALL WITH SHOWER SEATCONTROLWALLOPENSIDEBACKSIDE1'-6"MIN.0' - 3" -6"MAX.2 '- 9" -3'-0"1'-3"MAX.1'-3"MAX.3'-2"4'-0"CONTROL AREA CONTROL AREA ON ANY WALL 1' - 5" MIN.1'-7"MAX.1' - 3" MIN.1'-4"MAX.GRAB BARS AT 36" x 36"SHOWER STALL WITH SHOWER SEATBACKWALLOPENSIDE1'-6"MAX.2 '- 9" -3'-0"1' - 10" - 1' - 11"1' - 3" -1'-4"0' - 2 1/2" MAX. 0' - 2 1 / 2 " M A X . 3'-0"MIN.5'-0" MIN.OPENCONTROLOPENFOOTBACK3'-0"MIN.4'-0"MIN.SHOWER SIZE AND CLEARANCES WA T E R C L O S E T P A R A L L E L AN D F O R W A R D AP P R O A C H 5' - 0 " M I N . 5'-6"MIN. 1' - 4 " - 1 ' - 6 " SI D E W A L L G R A B B A R S FO R W A T E R C L O S E T 1' - 0 " M A X . 3' - 6 " M I N . 4' - 6 " M I N . 2 '- 9" to3'-0" RE A R W A L L G R A B B A R FO R W A T E R C L O S E T 2' - 0 " MI N . 2 '- 9" -3'-0" 3' - 0 " M I N . I F W A L L P E R M I T S 1' - 5 " t o 1 ' - 7 " DI S P E N S E R L O C A T I O N BE L O W G R A B B A R 0' - 7 " t o 9 " 1'-3"MIN. 1 1/2" MIN. DIS P E N S E R PA P E R T O W E L SIGNAGE TOWEL/ROBE HOOK ADA COMPLIANT URINAL NAPKINSOAPSANITARYMIRRORDISPENSERDISPOSAL AD A C O M P L I A N T T O I L E T GR A B B A R DIS P E N S E R TOI L E T P A P E R WALL MOUNTED LAVATORYSHOWER SEAT ST A N D A R D T O I L E T 4'-0" MAX 1'-3" 1'-5" MIN 3'-4"MAX3'-6"MAX FI N I S H F L O O R 2'-10"MAX2'-4"1'-6" TO I L E T A C C E S S O R I E S M O U N T I N G H E I G H T L E G E N D 3'-4" MAX. 3' - 4 " MA X . 2'-0" 3'-0" MAX 4'-0"MAX5'-0"MAXSTANDARD URINAL 1' - 7" MAX 2'-0"MAX1'-5"MAX FI X T U R E 2'-6" MIN. 2'-6"MIN.4'-0"MIN.4'-0"MIN.3'-8"MAX.2'-1"MAX. CL E A R F L O O R S P A C E HIGH FORWARD REACH LIMITFORWARD REACHFORWARD APPROACH4'-0"MIN. 2'- 1 " MA X . 2'-6" MIN. FO R W A R D R E A C H 2'-6"MIN.HIGH AND LOW SIDE REACH LIMITS10"MAX.9"MIN.MAXIMUM SIDE REACH OVER OBSTRUCTION2'-0"MAX.2'-6"MIN.2'-10"MAX.MINIMUM CLEAR WIDTH FOR SINGLE WHEEL CHAIR3'-0"MIN.2'-8"MIN.2'-0"MAX. GE N E R A L N O T E S : 1. A l l A p p r o a c h a n d a l c o v e c l e a r a n c e s r e q u i r e c l e a r f l o o r s p a c e t o b e c e n t e r e d o n t h e a c c e s s i b l e f i x t u r e 2. D e s i g n g u i d e l i n e s b a s e d o n A N S I A 1 1 7 . 1 - 1 9 9 8 a s r e q u i r e d b y C o l o r a d o T i t l e 9 . I B C 2 0 0 6 i s a l s o r e f e r e n c e d a s r e q u i r e d w i t h t he most restrictive requirement ta k i n g p r e c e d e n t 3. A l l c l e a r w i d t h s n o t e d s h a l l i n c l u d e b u t a r e n o t l i m i t e d t o d o o r s t o p s , d o o r t r i m , f l o o r b a s e , o r a n y o t h e r m a t e r i a l w h i c h may impede the clear width or height WA L K I N G P A R A L L E L TO A W A L L 6'-8" MIN. 4" M A X . 2'-3" MIN. CI R C U L A R W H E E L CH A I R T U R N I N G S P A C E 5' - 0 " M I N . 3' - 0 " MI N . 1' - 0 " M I N . 5' - 0 " MI N . T- S H A P E D W H E E L CH A I R T U R N I N G S P A C E CL O S E T 2'-0" OR GREATER 2' - 8 " M I N . CL O S E T 2'-0" MAX. VA R I E S NO N - ' R E A C H I N ' CL O S E T 'R E A C H I N ' C L O S E T 3'-10"MAX.4'-6"MAX.1'-3"MIN.4'-0"MAX. AN S I - 1 1 7 . 1 - 2 0 0 3 D E S I G N G U I D E L I N E S 32 " M I N . CL E A R D O O R W A Y WI D T H A N D D E P T H FR O N T A P P R O A C H PU L L S I D E 1' - 6 " M I N . 5'-0"MIN. FR O N T A P P R O A C H PU S H S I D E 4'-0"MIN. 1' - 0 " WI T H B O T H C L O S E R AN D L A T C H TW O H I N G E D D O O R S IN S E R I E S 4' - 0 " HI N G E A P P R O A C H PU L L S I D E X Y NO T E : X= 3 6 " M I N . I F Y = 6 0 " X= 4 2 " M I N . I F Y = 5 4 " HI N G E A P P R O A C H PU S H S I D E 3'-6"MIN. 4' - 0" MIN. WITH CLOSER TW O H I N G E D D O O R S IN S E R I E S 4' - 0 " MI N LA T C H A P P R O A C H PU L L S I D E 4'-0"MIN. 4' - 6" MIN.WITH CLOSER 2'- 0 " MI N . LA T C H A P P R O A C H PU S H S I D E 3'-6"MIN. 4' - 0" MIN. WITH CLOSER 2' - 0 " MI N . 4' - 6 " GE N E R A L N O T E S : 1. D e s i g n g u i d e l i n e s b a s e d o n A N S I A 1 1 7 . 1 - 2 0 0 3 , S e c t i o n s 4 0 4 . 2 . 4 . 1 - 4 0 4 . 2 . 4 . 7 . G e n e r a l C o n t r a c t o r t o v e r i f y a l l as - b u i l t c o n d i t i o n s c o m p l y w i t h A N S I g u i d e l i n e s 3. A l l c l e a r o p e n i n g w i d t h a t d o o r w a y s s h a l l b e m e a s u r e d f r o m f a c e o f d o o r t o f a c e o f d o o r s t o p 24" MAX. AN S I - 1 1 7 . 1 - 2 0 0 3 D E S I G N G U I D E L I N E S 193 EAST GORE CREEK DRIVE VAIL, CO 81657 FOR PERMIT2012.08.06GORE CREEK TENANT RENOVATION 1206002012.08.06 DHSSB TYP MOUNTING HEIGHTS A4.0 7' - 2 " 7'-1"4'-3 3/4"6'-7"1'-0"8'-0 3/4"4'-4"4'-1"Wall Finish Legend PT-#: [DINING AREAS, HALLS, STORAGE]:5/8" TYPE 'X' GYPSUM BOARD COLOR: RE: FINISH SCHEDULE FINISH: LEVEL 4 [SMOOTH]CT-3: WALL TILE [RESTROOMS]:1x4 STACK BOND CERAMIC TILE UP TO CEILING AT RESTROOMS [TYP]MANUF: ANN SACKS GROUT: TBD*NOTE: ALL WALL FINISHES TO BE LEVEL 4, SMOOTH,PAINTED GYPSUM BOARD, PT-1, U.N.O.FULL HEIGHT STAINLESS STEEL CORNER GUARDSCGSSL: [BACK BAR]:BRUSHED STAINLESS STEEL PANELS FASTENED TO WALLS; SSL TRIM @ SEAMS & EDGES TRANSITION TYPE [RE: A7.1]T-1WD-1: [EAST DINING AREA]:1x4 BUTT JOINTED WOOD SIDING MANUF: TBD TYPE: CLEAR SEALED CEDAR STL-2: [DINING AREAS]:TUNG OILED HOT ROLLED STEEL PANELS ADHERED TO PLYWOOD SHEATHING SUBSTRATECT-3: WALL TILE [COOK LINE, SERVER STATIONS]:4x8 RUNNING BOND CERAMIC TILE UP TO CEILING [OR HOOD] AT KITCHEN MANUF: ANN SACKS TYPE: TBDFRP: [KITCHEN]:FIBER REINFORCED PLASTIC PANEL [8'-0" AFF TYP]MFR: MARLITE OR EQ.COLOR: WHITE [SMOOTH]ASURFACE MOUNTED MIRROR [18” x 30”]BSURFACE MOUNTED SOAP DISPENSER C DSANITARY NAPKIN DISPOSAL [SURFACE MOUNTED]ETOILET TISSUE DISPENSER FRECESSED PAPER TOWEL DISPENSER GToilet Accessories Legend *NOTE: SEE SHEET A4.0 FOR TOILET ACCESSORY MOUNTING HEIGHTS. SEE SPEC SECTION 102800 FOR ADDITIONAL MANUFACTURER INFO.TOILET GRAB BAR[S] WITH VERTICAL JANITOR SHELF W/ MOP & BROOM HOLDERS HLAVATORY PIPE GUARD [ADA]193 EAST GORE CREEK DRIVE VAIL, CO 81657 FOR PERMIT2012.08.06GORE CREEK TENANT RENOVATION COMMENTS2012.08.31 1206002012.08.06 DHSSB ENLARGED PLANS & INT. ELEVS A4.1 EN L A R G E D T O I L E T P L A N 1/ 2 " = 1 ' - 0 " HALL 115 ADA WASHROOM 119ADA WASHROOM 118117 11 9 118 WASHROOM 117W1 W1 W2 W1W6W0 W1 ENLARGED TOILET PLAN 1/2"=1'-0"WASHROOM 116 W0 W1W3 W1W4116A4.1243 A4 . 1 12 13 14 A4.1910 11 A4.167 8ADA WASHROOM 118 WA S H R O O M 11 7 AD A W A S H R O O M 11 9 11 7 - W A S H R O O M - N O R T H 1/ 2 " = 1 ' - 0 " 118-ADA WASHROOM-NORTH 1/2"=1'-0" 11 9 - A D A W A S H R O O M - N O R T H 1/ 2 " = 1 ' - 0 " 11 6 - W A S H R O O M - N O R T H 1/ 2 " = 1 ' - 0 " WA S H R O O M 11 6 11 8 - A D A W A S H R O O M - W E S T 1/ 2 " = 1 ' - 0 " AD A W A S H R O O M 11 8 11 7 - A D A W A S H R O O M - W E S T 1/ 2 " = 1 ' - 0 " WA S H R O O M 11 7 11 7 - W A S H R O O M - S O U T H 1/ 2 " = 1 ' - 0 " A F 118-ADA WASHROOM-SOUTH 1/2"=1'-0"ADA WASHROOM 118 11 8 - A D A W A S H R O O M - E A S T 1/ 2 " = 1 ' - 0 " AD A W A S H R O O M 11 7 11 7 - W A S H R O O M - S O U T H 1/ 2 " = 1 ' - 0 " AD A W A S H R O O M 11 7 AD A W A S H R O O M 11 7 A7 . 0 3 A7 . 0 3 A7 . 0 3 11 9 - A D A W A S H R O O M - W E S T 1/ 2 " = 1 ' - 0 " AD A W A S H R O O M 11 9 11 9 - A D A W A S H R O O M - S O U T H 1/ 2 " = 1 ' - 0 " AD A W A S H R O O M 11 9 A7.03 A A C A B B D E F F CT - 3 CT - 3 CT - 3 CT-3CT-3 CT - 3 CT - 3 CT - 3 CT - 3 CT - 3 CT - 3 D E C C C DE B CT - 3 CC D, ED, E BA B A F FFW1 D E F A D, E D, E F A BBCT-1 CT-1CT-1CT-1 CT-1 H H H H H H H H 3'-6"1'-8"7'-6"3'-6"1'-8"7'-6" 1'- 8 1 / 2 " 1' - 8 1 / 2 " 1' - 8 1 / 2 " 1'- 8 1 / 2 " 1' - 8 1 / 2 " 3'- 5 " 3' - 5 " 6"1'-2"3'-0 3/8" 1" 26 ' - 6 " EQ 2' - 1 3 / 4 " 2'- 1 3 / 4 " EQ 3'-6"1'-8"2'-4" 7'-6" 8'- 8 " 6" 3'-6" 3"193 EAST GORE CREEK DRIVE VAIL, CO 81657 FOR PERMIT2012.08.06GORE CREEK TENANT RENOVATION COMMENTS2012.08.31 1206002012.08.06 DHSSB ENLARGED PLANS & INT. ELEVS A4.2Wall Finish Legend PT-#: [DINING AREAS, HALLS, STORAGE]:5/8" TYPE 'X' GYPSUM BOARD COLOR: RE: FINISH SCHEDULE FINISH: LEVEL 4 [SMOOTH]CT-3: WALL TILE [RESTROOMS]:1x4 STACK BOND CERAMIC TILE UP TO CEILING AT RESTROOMS [TYP]MANUF: ANN SACKS GROUT: TBD*NOTE: ALL WALL FINISHES TO BE LEVEL 4, SMOOTH,PAINTED GYPSUM BOARD, PT-1, U.N.O.FULL HEIGHT STAINLESS STEEL CORNER GUARDSCGSSL: [BACK BAR]:BRUSHED STAINLESS STEEL PANELS FASTENED TO WALLS; SSL TRIM @ SEAMS & EDGES TRANSITION TYPE [RE: A7.1]T-1WD-1: [EAST DINING AREA]:1x4 BUTT JOINTED WOOD SIDING MANUF: TBD TYPE: CLEAR SEALED CEDAR STL-2: [DINING AREAS]:TUNG OILED HOT ROLLED STEEL PANELS ADHERED TO PLYWOOD SHEATHING SUBSTRATECT-3: WALL TILE [COOK LINE, SERVER STATIONS]:4x8 RUNNING BOND CERAMIC TILE UP TO CEILING [OR HOOD] AT KITCHEN MANUF: ANN SACKS TYPE: TBDFRP: [KITCHEN]:FIBER REINFORCED PLASTIC PANEL [8'-0" AFF TYP]MFR: MARLITE OR EQ.COLOR: WHITE [SMOOTH]BAR 124 B- 3PT - 1 WE S T D I N I N G A R E A 12 1 EA S T D I N I N G A R E A 10 2 PI C K - U P 10 5 BAR 124 B- 1 PT - 1 PT-1 PT - 1 WE S T D I N I N G A R E A 12 1 10 2 12 1 EA S T D I N I N G A R E A 12 1 IN T E R I O R E L E V A T I O N - L O O K I N G W E S T 1/ 2 " = 1 ' - 0 " IN T E R I O R E L E V A T I O N - L O O K I N G S O U T H 1/ 2 " = 1 ' - 0 " BA R 12 4 ST L - 2 STL-2FIRE WOOD STORAGE HS S 2 X 2 x 1 / 4 S T E E L T U B E FO O T R A I L A T B A R PT - 1 IN T E R I O R E L E V A T I O N - L O O K I N G S O U T H 1/ 2 " = 1 ' - 0 " WO O D G R I L L E 10 6 PT-2 MI R R O R B-1 ST L - 2 26 x 6 S U P P L Y D I F F U S E R [R E : M E C H . ] 26 x 6 S U P P L Y D I F F U S E R [R E : M E C H . ] 26 x 6 S U P P L Y D I F F U S E R [R E : M E C H . ] CT - 3 PT - 1 PT - 1 IN S T A L L E X P O S E D D U C T W O R K AS H I G H A S P O S S I B L E [R E : M E C H . ] ST L - 2 ST L - 3 ST L - 3 ST L - 3 ST L - 3 PT - 1 A T N E W S T E E L BR A C E [ R E : S T R U C T . ] PT - 1 A T N E W S T E E L BR A C E [ R E : S T R U C T . ] ST L - 3 A7 . 1 1 1 A7 . 1 ST L - 2 ST L - 3 PT - 1 PT - 1 PT - 1 ST L - 2 ST L - 2 B-3QTZ-1 STL-2 2 A3 . 1 QTZ-1WD-2WD-2GB-1 MI R R O R FIRE WOOD STORAGE QT Z - 1 QT Z - 1 1/ 2 " ST L - 2 P L A T E FI R E W O O D C A S E AN C H O R E D T O W A L L FRP-2FRP-2FRP-2 FRP-2FRP-2FRP-2FRP-2 FRP-2 3/ 4 " S O L I D W O O D O P E N S H E L F CA B I N E T S T O M A T C H W O O D CL A D B E A M S 3/ 4 " S O L I D W O O D C A B I N E T S T O MA T C H F L O O R S WD - 2 3'-6"1'-9"7'-6"2'-3"6'-0"4'-3 1/8"2'-6"12'-11 1/4"2'-10"2'-0"1'-2"2'-10 5/8"5'-11" [CLR]5'-0"3'-11"2'-0"6"1'-0" 3'-0" [ROD]3'-0" [ROD] 6'-6" [COAT RACK] 3'-0" [LOW WALL] 3'-0" [ROD] T RACK]] 3'-0" [LOW WALL]]]]WW 3' - 0 " 3' - 0 " 3'-6" 3'-0"1'-0" 3'-0" 193 EAST GORE CREEK DRIVE VAIL, CO 81657 FOR PERMIT2012.08.06GORE CREEK TENANT RENOVATION COMMENTS2012.08.31 1206002012.08.06 DHSSB ENLARGED PLANS & INT. ELEVS A4.3Wall Finish Legend PT-#: [DINING AREAS, HALLS, STORAGE]:5/8" TYPE 'X' GYPSUM BOARD COLOR: RE: FINISH SCHEDULE FINISH: LEVEL 4 [SMOOTH]CT-3: WALL TILE [RESTROOMS]:1x4 STACK BOND CERAMIC TILE UP TO CEILING AT RESTROOMS [TYP]MANUF: ANN SACKS GROUT: TBD*NOTE: ALL WALL FINISHES TO BE LEVEL 4, SMOOTH,PAINTED GYPSUM BOARD, PT-1, U.N.O.FULL HEIGHT STAINLESS STEEL CORNER GUARDSCGSSL: [BACK BAR]:BRUSHED STAINLESS STEEL PANELS FASTENED TO WALLS; SSL TRIM @ SEAMS & EDGES TRANSITION TYPE [RE: A7.1]T-1WD-1: [EAST DINING AREA]:1x4 BUTT JOINTED WOOD SIDING MANUF: TBD TYPE: CLEAR SEALED CEDAR STL-2: [DINING AREAS]:TUNG OILED HOT ROLLED STEEL PANELS ADHERED TO PLYWOOD SHEATHING SUBSTRATECT-3: WALL TILE [COOK LINE, SERVER STATIONS]:4x8 RUNNING BOND CERAMIC TILE UP TO CEILING [OR HOOD] AT KITCHEN MANUF: ANN SACKS TYPE: TBDFRP: [KITCHEN]:FIBER REINFORCED PLASTIC PANEL [8'-0" AFF TYP]MFR: MARLITE OR EQ.COLOR: WHITE [SMOOTH]INTERIOR ELEVATION-LOOKING WEST 1/2"=1'-0"BAR 124 ST L - 2 B- 1 PT - 1 PT - 1 PT-1MIRROR STL-2 ST L - 3 26 x 6 S U P P L Y D I F F U S E R [R E : M E C H . ] CT - 3 WEST DINING AREA 124 HO S T 12 4 EA S T D I N I N G A R E A 10 2 A7 . 1 1 ST L - 3 ST L - 3 ST L - 3 ST L - 2 QTZ-1WD-2 MIRROR 26 x 6 S U P P L Y D I F F U S E R [R E : M E C H . ] 26 x 6 S U P P L Y D I F F U S E R [R E : M E C H . ] ENLARGED PLAN AT HOST STATION 1/2"=1'-0"W3 W3PT-1+3'-0"+2'-7"EXPOSED [E] CONCRETE COLUMN; PATCH AS NECESSARYSTL-2 COUNTERTOP A4 . 3 1 A4.3436" H. LOW WALL 1/4" THK OBSCURED [STAIN ETCHED]TEMPERED GLAZING 1/ 4 " T H K O B S C U R E D [ S A T I N ET C H E D ] G L A Z I N G S E T I N AL U M . U - C H A N N E L S 1/2" STL-2 PLATE FIREWOOD CASE ANCHORED TOWALL1/2" THK OBSCURED GLAZING A4.33 10 1 A - E L E V A T I O N A T C O A T S - S O U T H 1/ 2 " = 1 ' - 0 " 10 1 A - E L E V A T I O N A T H O S T S T A T I O N A N D C O A T S - W E S T 1/ 2 " = 1 ' - 0 " 1/ 2 " S T E E L P L A T E C O A T RA C K F R A M E ST L - 3 PT - 1 1/ 4 " O B S C U R E D [ S A T I N ET C H E D ] T E M P E R E D G L A Z I N G EX P O S E D [ E ] CO N C R E T E C O L U M N 1/2" STEEL PLATE COAT RACK W/3/4" DIA. BAR HANGING RODS 3/ 4 " D I A . HO R I Z O N T A L S T E E L HA N G I N G R O D S STL-2 COUNTERTOP 1/ 2 " ST L - 2 P L A T E FI R E W O O D C A S E AN C H O R E D T O W A L L ST L - 3 G 3.0 DIA 3.0 D I A VA R I E S 3'-0"4'-2"193 EAST GORE CREEK DRIVE VAIL, CO 81657 FOR PERMIT2012.08.06GORE CREEK TENANT RENOVATION COMMENTS2012.08.31 1206002012.08.06 DHSSB WALL SECTIONS A4.5 WE S T P A T I O 12 5 WA L L S E C T I O N A T W E S T P A T I O D O O R S 3/ 4 " = 1 ' - 0 " ST L - 2 12 1 W2 NE W 3 - P A N E L S L I D I N I N G G L A S S DO O R B Y F L E E T W O O D [N O R W O O D - C R ] WD - 1 WD - 1 R- 2 A5 . 1 2 NE W C O N C R E T E PA V E R S T O M A T C H EX I S T I N G WALL SECTION AT WINE ROOM WINDOW 3/4"=1'-0" A5 . 1 1 F-2 F- 1 PT-1 INSULATED GLAZING AT WINE STORAGE WINDOW SET IN HOLLOW MTL FRAME WEST DINING AREA 121WINE STORAGE 123A WE S T D I N I N G A R E A 12 1 TEC-1 FREE STANDING WINE RACK AT WINDOW WALL BY KITCHEN EQUIPMENT PROVIDER IN S T A L L S P R I N K L E R P I P I N G A T MI D - S P A N P A R A L L E L O F PR E C A S T T E E S W H E N E V E R PO S S I B L E ; P A I N T T O M A T C H TE C T U M P A N E L S W2A5.13 WF-1QT-1 WF - 1 A5.14 193 EAST GORE CREEK DRIVE VAIL, CO 81657 FOR PERMIT2012.08.06GORE CREEK TENANT RENOVATION COMMENTS2012.08.31 1206002012.08.06 DHSSB WALL SECTIONS A4.6 WA L L S E C T I O N A T E N T R A N C E V E S T I B U L E 3/ 4 " = 1 ' - 0 " VE S T I B U L E 10 0 WD - 1 RE C E S S E D C A B I N E T UN I T H E A T E R [R E : M E C H A N I C A L ] 1" T H K P T D F I B E R CE M E N T B D F A S C I A PR E F I N I S H E D M T L CO P I N G 1/ 2 " L A M I N A T E D G L A S S GU A R D R A I L / W I N D S C R E E N SY S T E M B Y C R L A U R E N C E [ O R E Q ] R- 1 EX I S T I N G L E V E L 2 E X T E R I O R W A L L AT S W E E T B A S I L [ V I F ] EG - 1 AL U M I N U M S T O R E F R O N T S Y S T E M [B Y E F C O O R S I M ] NE W S T E E L B E A M [R E : S T R U C T . ] NE W C O N C R E T E PA V E R S T O M A T C H EX I S T I N G NE W C O N C R E T E PA V E R S T O M A T C H EX I S T I N G LI G H T G A U G E M T L S O F F I T F R A M I N G W/ R - 3 8 B A T T I N C U L A T I O N NE W S T E E L B E A M [R E : S T R U C T . ] A5 . 1 5 A5 . 1 6 WA L L S E C T I O N A T H O S T S T A T I O N & C O A T S 3/ 4 " = 1 ' - 0 " A5 . 21 A5 . 1 7A5 . 1 8 A5 . 1 4 A5.22 3.0 DI A 3.0 DIA 3.0 DIA 3.0 DI A 8'-0" 3' - 8 " 3'-0" 1' - 9 " 1'-9"193 EAST GORE CREEK DRIVE VAIL, CO 81657 FOR PERMIT2012.08.06GORE CREEK TENANT RENOVATION COMMENTS2012.08.31 1206002012.08.06 DHSSB WALL SECTIONS A4.7 EA S T D I N I N G A R E A 10 2 WALL SECTION AT EAST PATIO DOORS 3/ 4 " = 1 ' - 0 " ST L - 2 10 2 EA S T P A T I O 12 6 WD - 1 1/ 2 " L A M I N A T E D G L A S S GU A R D R A I L / W I N D S C R E E N SY S T E M B Y C R L A U R E N C E [ O R E Q ] NE W 5 - P A N E L S L I D I N G G L A S S DO O R B Y F L E E T W O O D [N O R W O O D - C R ] LI G H T G A U G E M E T A L F R A M I N G A T SO F F I T W / R - 3 8 B A T T I N S U L A T I O N POS STATION 104 TE C - 1 LE V E L 2 E X T E R I O R W A L L AT S W E E T B A S I L [ V I F ] F- 1 A5 . 2 4 A5 . 2 3 WD - 1 PT-1A5.14 CT-2 WF - 1 RE: 4/A5.3 FOR MORE INFO 6'-8" [HOOD] 8'-0" [GYP BD SOFFIT]193 EAST GORE CREEK DRIVE VAIL, CO 81657 FOR PERMIT2012.08.06GORE CREEK TENANT RENOVATION COMMENTS2012.08.31 1206002012.08.06 DHSSB WALL SECTIONS A4.7 CO O K L I N E 10 7 EA S T D I N I N G A R E A 10 2 POS STATION 104 EAST DINING AREA 102102 GB - 1 NE W E X T E R I O R W A L L I N F I L L : 3- C O A T S T U C C O S Y S T E M O V E R RI G I D I N S U L A T I O N O V E R 8 " C M U BA C K I N G [ R E : S T R U C T . ] W3 TE C - 1 GB - 1 GB-1 WF-1 F- 1 F- 2 BA R 12 4 GB - 1 W3 A5 . 3 1 A5 . 3 3 WA L L S E C T I O N A T B A R 3/ 4 " = 1 ' - 0 " [E ] W I N D O W S T O R E M A I N PT - 1 WF - 1 QT - 1 CT - 2 CT-2 PT - 4 CT-2 HO L D D I F F U S E R S B A C K F R O M FA C E O F S O F F I T E D G E SU P P L Y D U C T [R E : M E C H A N I C A L ] A5.34 QT - 1 WA L L S E C T I O N A T N E W E X T E R I O R C M U I N F I L L WA L L S E C T I O N A T E A S T B O O T H WALL SECTION AT POS STATION 193 EAST GORE CREEK DRIVE VAIL, CO 81657 FOR PERMIT2012.08.06GORE CREEK TENANT RENOVATION COMMENTS2012.08.31 1206002012.08.31 DHSSB WALL SECTIONS A4.9WALL SECTION AT NEW STONE VENEER WALL 3/ 4 " = 1 ' - 0 " WEST DINING AREA 100TEC-1 WD-1 R- 1 NE W 2 - 1 / 2 " S T O N E V E N E E R S L A B OV E R 1 " A I R G A P A N D F L U I D A P P L I E D DA M P R O O F I N G [ B Y T Y V E K O R S I M [ ; OV E R N E W 8 " C M U B A C K I N G W A L L WF-1 FI E L D V E R I F Y E X T E N T O F E X I S T I N G RO O F S T R U C T U R E ; N O T I F Y AR C H I T E C T O F A N Y D I S C R E P E N C I E S A5.23A5.24 W5 W0 NE W R - 1 5 R I G I D I N S U L A T I O N O V E R NE W D A M P R O O F I N G A T E X I S T I N G MA S O N R Y W A L L CO L D F L U I D A P P L I E D W A T E R P R O O F I N G [B E L O W G R A D E ] O V E R N E W 1 2 " C M U FO U N D A T I O N W A L L DO W E L R E I N F O R C I N G I N T O E X I S T I N G CI P C O N C R E T E F O O T I N G [ V I F ] 3.0 D I A 3.0 D I A 8 1 / 4 " 4" EQ 9 1 / 2 " [ V I F ] 1/2" REVEALEQ 1'-8 1/2" [TYP] 6" 1 1/2" 4" 3'-6" [MIN] VA R I E S 1 1/2"193 EAST GORE CREEK DRIVE VAIL, CO 81657 FOR PERMIT2012.08.06GORE CREEK TENANT RENOVATION COMMENTS2012.08.31 1206002012.08.31 DHSSB SECTION DETAILS A5.1 SL I D I N G D O O R S I L L T R A C K [ 3 - P A N E L ] 1- 1 / 2 " = 1 ' - 0 " NE W 3 - P A N E L S L I D I N G G L A S S DO O R B Y F L E E T W O O D [N O R W O O D - C R ] 1" T H K x 1 1 - 1 / 4 " H . PT D F I B E R C E M E N T BD F A S C I A PR E F I N I S H E D M T L CO P I N G R- 2 WI N E R O O M W I N D O W 1- 1 / 2 " = 1 ' - 0 " SL I D I N G D O O R H E A D T R A C K [ 3 - P A N E L ] 1- 1 / 2 " = 1 ' - 0 " BL O C K I N G MT L S T U D F R A M I N G IN T E G R A L M T L G U T T E R ; S L O P E TO R O O F D R A I N [E ] R O O F S T R U C T U R E T O RE M A I N [ V I F ] SE C T I O N D E T A I L A T W O O D C L A D T E E 1- 1 / 2 " = 1 ' - 0 " ST O R E F R O N T S I L L A T E N T R Y V E S T I B U L E 1- 1 / 2 " = 1 ' - 0 " ST O R E F R O N T S I L L A T E N T R Y V E S T I B U L E 1- 1 / 2 " = 1 ' - 0 " RE G L E T ' T ' - S H A P E RE V E A L WD - 1 WD - 1 R- 7 . 5 c i O V E R B U I L D I N G W R A P A N D 1/ 2 " P L Y W O O D S H E A T H I N G O V E R MT L S T U D F R A M I N G A N D M I N R - 1 5 HI G H D E N S I T Y B A T T I N S U A L T I O N NE W 3 - P A N E L S L I D I N G G L A S S DO O R B Y F L E E T W O O D [N O R W O O D - C R ] MA S O N R Y L E D G E F O R CO N C R E T E P A V E R S NE W C O N C R E T E P A V E R S T O MA T C H E X I S T I N G 1" T H K C L E A R I N S U L A T E D GL A Z I N G [ N O N L O W - E ] TH I C K E N E D C O N C R E T E S L A B E D G E [R E : S T R U C T ] ; T I E I N T O E X I S T I N G FO U N D A T I O N W A L L [ V I F ] AP P L Y N E W R I G I D I N S U L A T I O N T O IN T E R I O R F A C E O F E X I S T I N G FO U N D A T I O N W A L L [ V I F ] F- 1 PT D H O L L O W M E T A L WI N D O W F R A M E PT D H O L L O W M E T A L WI N D O W F R A M E W2 W2 PT D H A R D W O O D S I L L PL Y W O O D S U B S T R A T E A N D MT L F R A M I N G F O R S H A P E D BA N Q U E T T E [ R E : P L A N ] FU L L Y U P H O L S T E R E D BO O T H / B A N Q U E T T E S E A T I N G WD - 2 C L A D D I N G AT A L L P R E C A S T CO N C R E T E T E E BE A M S TE C - 1 FRAMELESS GLASS VESTIBULE SILL 1-1/2"=1'-0"FRAMELESS GLASS VESTIBULE HEAD 1-1/2"=1'-0" F- 1 EG-1 TH E R M A L L Y B R O K E N A L U M I N U M ST O R E F R O N T W I N D O W S Y S T E M [B Y E F C O O R S I M ] NE W C O N C R E T E P A V E R S T O MA T C H E X I S T I N G TI E - I N N E W C O N C R E T E S L A B T O [ E ] FO U N D A T I O N W A L L [ R E : S T R U C T ] AP P L Y N E W R I G I D I N S U L A T I O N T O IN T E R I O R F A C E O F E X I S T I N G FO U N D A T I O N W A L L [ V I F ] RE C E S S T O P O F C O N C R E T E SL A B T O A C C O M M O D A T E ME T A L E N T R Y G R A T E FI R E S P R I N K L E R P I P I N G BE T W E E N P R E C A S T T E E S ; PA I N T T O M A T C H T E C T U M CE I L I N G P A N E L S [ T Y P ] 1/2" LAMINATED GLAZING SET WITHIN FRAMELESS ENTRY SYSTEM [BY DORALCO OR SIM]F-1EG-1 F-1WF-1ALUMINUM SHOE BASE FOR VESTIBULE GLASS THICKENED SLAB EDGE AT RECESSED SLAB PERIMETER [TYP]ALUMINUM SHOE HEAD FOR VESTIBULE GLASS[E] PRECAST CONCRETE TEE BEAMS [VIF]METAL STUD FRAMING; ANCHOR FRAMELESS GLASS ENTRY SYSTEM PER MANUF. RECSMETAL STUD FRAMING; ANCHOR FRAMELESS GLASS ENTRY SYSTEM PER MANUF. RECS STL-2WD-1 EX T E R I O R VE S T I B U L E INTERIOR 1" T H K x 1 1 - 1 / 4 " H . PT D F I B E R C E M E N T BD F A S C I A PR E F I N I S H E D M T L CO P I N G BL O C K I N G IN T E G R A L M T L G U T T E R ; S L O P E TO R O O F D R A I N RE G L E T ' T ' - S H A P E RE V E A L 1/ 2 " U L T R A C L E A R L A M I N A T E D GL A S S G U A R D R A I L B Y C R LA U R E N C E O R S I M TH E R M A L L Y B R O K E N A L U M I N U M ST O R E F R O N T W I N D O W S Y S T E M [B Y E F C O O R S I M ] NE W S T E E L C - C H A N N E L FA S C I A B E A M [ R E : S T R U C T . ] NE W S T E E L W - S E C T I O N B E A M [R E : S T R U C T ] ST L - 2 WD - 1 CE I L I N G R E C E S S E D CA B I N E T U N I T H E A T E R [R E : M E C H ] VESTIBULECONTINUE WD-1 SOFFIT FINISH UP AT BULKHEAD [HORIZONTAL JOINTS] R- 2 EX I S T I N G S W E E T B A S I L S P A C E A B O V E [N I C ] EX T E R I O R VE S T I B U L E INTERIORVESTIBULE WE S T D I N I N G A R E A WI N E S T O R A G E 1/2" REVEAL 2'-10 3/8"1 1/8" 8" 1' - 4 " 2'-3" 3'-0" 9" 6 3/4"9 1/4"9 3/8" 1/2" REVEAL 1/2" REVEAL 1' - 0 " [ C L R ] 2'- 6 " [ C L R ] 6'-6" 3'-0"3'-0" EQ EQ 2' - 0 " 3.0 D I A 3.0 D I A 3.0 D I A 3.0 D I A 8" 4" 11 3/4"10" 3'-6" 193 EAST GORE CREEK DRIVE VAIL, CO 81657 FOR PERMIT2012.08.06GORE CREEK TENANT RENOVATION COMMENTS2012.08.31 1206002012.08.31 DHSSB SECTION DETAILS A5.2 NE W C O N C R E T E PA V E R S T O M A T C H EX I S T I N G HO S T S T A N D C A S E W O R K 1- 1 / 2 " = 1 ' - 0 " ST L - 2 C O U N T E R T O P O V E R [ 2 ] LA Y E R S 1 / 2 " P L Y W O O D S U B S T R A T E ST L - 3 ST A I N E D S O L I D WO O D V E N E E R CA B I N E T S BL O C K I N G HO S T F I R E W O O D C A B I N E T & C O A T R A C K 1- 1 / 2 " = 1 ' - 0 " SL I D I N G G L A S S D O O R S I L L [ 5 - P A N E L ] 1- 1 / 2 " = 1 ' - 0 " NE W R O O F D E C K W / G L A S S G U A R D R A I L 1- 1 / 2 " = 1 ' - 0 " WALL CAVITY LE D G E A T N E W S T O N E V E N E E R S L A B 1- 1 / 2 " = 1 ' - 0 " RO O F O V E R H A N G A T S T O N E V E N E E R 1- 1 / 2 " = 1 ' - 0 " NE W S T E E L B E A M [R E : S T R U C T . ] EX T E R I O R 1" T H K x 1 1 - 1 / 4 " H . P T D F I B E R CE M E N T B D F A S C I A B Y HA R D I E O R S I M [ T Y P ] PR E F I N I S H E D M T L CO P I N G BL O C K I N G RE G L E T ' T ' - S H A P E RE V E A L 5- P A N E L A L U M I N U M S L I D I N G DO O R B Y F L E E T W O O D [N O R W O O D - C R ] NE W S T E E L C - C H A N N E L FA S C I A B E A M [ R E : S T R U C T . ] NE W S T E E L W - S E C T I O N B E A M [R E : S T R U C T ] WD - 1 R- 1 IN T E R I O R WD - 1 IN T E G R A L M T L G U T T E R ; S L O P E TO R O O F D R A I N 1/ 2 " U L T R A C L E A R L A M I N A T E D GL A S S G U A R D R A I L B Y C R LA U R E N C E O R S I M PT D F I B E R C E M E N T BO A R D S O F F I T A T OV E R H A N G A B O V E ST O N E V E N E E R 1" T H K x 1 1 - 1 / 4 " H . P T D F I B E R CE M E N T B D F A S C I A B Y HA R D I E O R S I M [ T Y P ] PR E F I N I S H E D M T L CO P I N G BL O C K I N G RE G L E T ' T ' - S H A P E RE V E A L IN T E G R A L M T L G U T T E R ; S L O P E TO R O O F D R A I N FI E L D V E R I F Y E X T E N T O F [ E ] RO O F S T R U C T U R E ; N O T I F Y AR C H I T E C T O F A N Y DI S C R E P E N C I E S R-2 3" T H K S T O N E V E N E E R SL A B A N C H O R E D T O N E W 8" C M U B A C K I N G W A L L MI N 1 " A I R G A P CO L D F L U I D A P P L I E D MA S O N R Y D A M P R O O F I N G [B Y T Y V E K O R S I M ] MO R T A R N E T WE E P @ 2 4 ' O . C . [ M A X ] MT L F L A S H I N G S E T I N S E A L A N T CO L D F L U I D A P P L I E D WA T E R P R O O F I N G O V E R N E W 12 " C M U F O U N D A T I O N W A L L [R E : S T R U C T ] NEW RIGID INSULATIONAND WATERPROOFING OVER [E] FOUNDATION WALL [VIF] CO N T I N U E N E W C M U MA S O N R Y W A L L D O W N T O [ E ] ST E E L C O L U M N F O O T I N G [ V I F ] [2] NEW L6x6x3/8 STEELANGLES ANCHORED INTO [E] STRUCTURE ABOVE [VIF] NE W 3 - P A N E L S L I D I N G G L A S S DO O R B Y F L E E T W O O D [N O R W O O D - C R ] MA S O N R Y L E D G E F O R CO N C R E T E P A V E R S FL A S H I N G & I N T E G R A L D O O R SI L L P A N P E R M A N U F R E C S TH I C K E N E D C O N C R E T E S L A B E D G E [R E : S T R U C T ] ; T I E I N T O E X I S T I N G FO U N D A T I O N W A L L [ V I F ] AP P L Y N E W R I G I D I N S U L A T I O N T O IN T E R I O R F A C E O F E X I S T I N G FO U N D A T I O N W A L L [ V I F ] NE W C O N C R E T E P A V E R S T O MA T C H E X I S T I N G NE W C O L D F L U I D A P P L I E D WA T E R P R O O F I N G M E M B R A N E W H E R E [ E ] FO U N D A T I O N W A L L H A S B E E N C U T D O W N WF - 1 F- 1 W2 1/ 2 " ST L - 3 W E L D E D S T E E L P L A T E FI R E W O O D B O X E N C L O S U R E 1/ 2 " ST L - 3 W E L D E D S T E E L P L A T E CO A T R A C K 3/ 4 " ST L - 3 D I A . S T E E L R O D WE L D E D T O V E R T I C A L ST E E L P L A T E S 1/ 2 " ST L - 3 W E L D E D V E R T I C A L ST E E L P L A T E S @ 3 ' - 0 " O . C . F O R CO A T R A C K EXISTING MASONRY WALL TO REMAIN [VIF] 3"1'-8" [CLR]2'-0" 2' - 3 " 3'-6" 3" 4" 2' - 0 " 3" 3'-6" [MAX] 6" 1 1/8" 2' - 4 3 / 4 " 1' - 0 " 6" 1'-6"3/4"3'-0"2" [TYP]6" [TYP] 3'-6" 2' - 3 " 3/ 4 " [ T Y P ] 1'-8" 3"1'-9"3" 1' - 0 " 3" 193 EAST GORE CREEK DRIVE VAIL, CO 81657 FOR PERMIT2012.08.06GORE CREEK TENANT RENOVATION COMMENTS2012.08.31 1206002012.08.31 DHSSB SECTION DETAILS A5.3 [2 ] L A Y E R S 3 / 4 " PL Y W O O D S U B S T R A T E AN C H O R E D T O EQ U I P M E N T B E L O W ; SH I M A S N E C E S S A R Y BA C K B A R C O U N T E R T O P D E T A I L 1- 1 / 2 " = 1 ' - 0 " STL-2 COUNTERTOP OVER [2] LAYERS 1/2"PLYWOOD SUBSTRATE QT Z - 1 3/ 4 " S T A I N E D SO L I D F R O N T WO O D C A B I N E T S GB-1 W3 SE R V E R S T A T I O N C A S E W O R K N E A R B A R 1- 1 / 2 " = 1 ' - 0 " TY P I C A L B A R T O P A N D D I E W A L L 1- 1 / 2 " = 1 ' - 0 " POS STATION CASEWORK NEAR KITCHEN 1-1/2"=1'-0"NOTE: SIM DETAILS AT POS STATION 103 KI T C H E N E Q U I P M E N T BY O T H E R S QT Z - 1 QT Z - 1 3/ 4 " QT Z - 1 IN T E G R A L DR I N K S P E E D R A I L [ A T E A S T SI D E O N L Y ] NO T E : T Y P I C A L Q U A R T Z TH I C K N E S S : 3 C M FR P - 2 ST L - 2 LE D R O P E L I G H T BE N E A T H B A R T O P [R E : E L E C T R I C A L ] 6" M T L S T U D F R A M I N G W/ 1 / 2 " P L Y W O O D SH E A T H I N G [ B O T H S I D E S ] 3/ 4 " P L Y W O O D S U B S T R A T E IN L I E U O F G Y P B D A T B A C K BA R W A L L CT - 2 QT - 1 B- 2 CO V E BA S E [ T Y P ] B- 2 CO V E BA S E [ T Y P ] W3 3/ 4 " P L Y W O O D SU B S T R A T E I N L I E U OF G Y P B D A T BA C K B A R W A L L MI R MI R 1/ 4 " T E M P E R E D CL E A R G L A S S SH E L F T O P SO L I D WD - 2 S H E L F W/ 1 / 2 " S T L R O D AN C H O R A N D BL O C K I N G QT - 1 3/ 4 " S T A I N E D SO L I D W O O D FR O N T C A B I N E T S 1/ 4 " T E M P E R E D CL E A R G L A S S SH E L F 3/4" STAINED SOLID FRONT WOOD CABINETS GB - 1 GB - 1 GB - 1 LE D R O P E L I G H T BE N E A T H B A R T O P [R E : E L E C T R I C A L ] B- 1 O V E R C A B I N E T BA S E B L O C K I N G B-1CT-2CT-2 TU N G O I L E D H S S 2 x 2 x 1 / 4 ST E E L K I C K R A I L A N C H O R E D TO B A R D I E W A L L W / 1 / 4 " ST E E L P L A T E O U T R I G G E R S @ 16 " O . C . ; W R A P A N D M I T E R AT O U T S I D E C O R N E R S FR P - 2 F- 2 F- 2 F- 1 / F - 2 WF-1F-1WF-1 STL-3 6". H. STRAIGHT BASE2'-6"TYP TABLE TOP3'-0" TYP BOOTH HEIGHTWT-1 L-SHAPED HSS 2x2x1/4 STEELSUPPORT; VERTICAL PORTIONCONCEALED WITHIN WALL CAVITY DI A M O N D T U F T E D UP H O L S T E R E D S E A T B A C K UP H O L S T E R E D S E A T & S I D E UP H O L S T E R E D T O P STL-3 AT END WALLCONDITIONSTL-3 CAP AT ENDWALL CONDITION 5/8" THK PLYWOOD SUBSTRATE 2-1/2" METAL STUDFRAMING 8" 3'-0" BA L U S T E R S O C K E T ; IN S E T I N T O S U R R O U N D I N G C I T Y AP P R O V E D C O N C R E T E P A V E R S Y S T E M PT D H S S 1 - 1 / 2 x 1 - 1 / 2 x 1 / 4 S T L BA L U S T E R S @ 4 8 " O . C . PT D H S S 1 - 1 / 2 x 1 - 1 / 2 x 1 / 4 S T L IN T E R M E D I A T E R A I L PT D H S S 1 - 1 / 2 x 1 - 1 / 2 x 1 / 4 ST L T O P R A I L 8" PT D 3 / 4 " x 3 / 4 " S T L BA R S T O C K @ 6 " O . C . 6" 6" 8" 3- 1 / 2 " x 3 - 1 / 2 " x 1 / 4 " T H K S T E E L B A S E P L A T E AT T A C H E D T O C O N C R E T E S L A B W / N O FE W E R T H A N ( 4 ) A N C H O R S 30 " L . O R 4 8 " L . [ R E : P L A N S ] [2 ] H S S 2 X 2 x 1 / 4 S T E E L S U P P O R T ; VE R T I C A L P O R T I O N C O N C E A L E D WI T H I N W A L L C A V I T Y 3/ 4 T A B L E L E N G T H RO O M F I N I S H S C H E D U L E Nu m b e r N a m e F l o o r F i n i s h B a s e F i n i s h W a l l F i n i s h E a s t Wa l l F i n i s h No r t h Wall FinishSouthWall Finish WestCeiling FinishComments 10 0 V E S T I B U L E E G - 1 B - 1 / G L G L G L / S T L G L W D - 1 S T L 10 1 H O S T W F - 1 B - 1 P T - 2 G L - - T E C - 1 10 2 E A S T D I N I N G A R E A W F - 1 B - 1 / B - 3 S T L - 2 / P T - 1 G L P T - 1 / S T L - 2 - W D - 1 / G B - 1 / T E C - 1 10 3 P O S S T A T I O N Q T - 1 B - 1 P T - 3 P T - 2 P T - 1 - G B - 1 10 4 P O S S T A T I O N W F - 1 B - 1 R W - 1 R W - 1 R W - 1 - G B - 1 105 P I C K - U P Q T - 1 - - - - - A C P - 1 10 6 W O O D G R I L L E B - 2 C T - 2 F R P F R P F R P G B - 1 / H O O D 10 7 C O O K L I N E B - 2 C T - 2 S S L S S L S S L A C P - 1 / H O O D 10 8 HA L L B- 2 C T - 2 - S S L F R P A C P - 1 10 9 PR E P A R E A B- 2 F R P F R P F R P F R P A C P - 1 11 0 A W A L K - I N C O O L E R Q T - 1 MANUF. 11 1 WA L K - I N F R E E Z E R - F R P F R P F R P F R P G B - 1 11 2 D I S H W A S H I N G B - 2 F R P F R P A C P - 1 11 3 I C E M A C H I N E Q T - 1 B - 2 - F R P F R P F R P G B - 1 11 4 S E R V E R S T A T I O N Q T - 1 B - 2 - C T - 2 C T - 2 C T - 2 G B - 1 11 5 H A L L C T - 1 B - 1 G B - 1 G B - 1 G B - 1 G B - 1 G B - 1 11 6 W A S H R O O M C T - 2 G B - 1 G B - 1 FI N I S H L E G E N D KE Y DE S C R I P T I O N L O C A T I O N M A N U F A C T U R E R ST Y L E N A M E ST Y L E N U M B E R CO L O R F I N I S H COMMENTS B- 1 B- 2 KI T C H E N / B A R A R E A S SC H L U T E R D I L E X A H K T B D B- 3 18 G A . H O T R O L L E D , R U S T P A T I N A S T E E L S H E E T B A N Q U E T T E S - RU S T B- 4 18 G A . H O T R O L L E D , T U N G O I L E D S T E E L S H E E T B E L O W W O O D A T E X T . & I N T E R I O R W A L L [ S ] ST R A I G H T CLEAR SEAL18 GA. x 6" H. STEEL PLATE AC P - 1 24 x 2 4 A C O U S T I C C E I L I N G P A N E L K I T C H E N A R E A S A R M S T R O N G W H I T E WW F - 1 8" W I D E P L A N K W O O D F L O O R I N G D I N I N G A R E A S C A R L I S L E O R S I M W H I T E O A K A D D A L T E R N A T E # 1 : R E C L A I M E D O A K F L O O R I N G B Y M I L L C R E E K R E C L A I M E D OR ARRIGONI WOOD PT - 1 LA T E X E G G S H E L L I N T E R I O R P A I N T I N T E R I O R W A L L S B E N J A M I N M O O R E T B D E G G S H E L L A L L G Y P B D T O R E C E I V E L A T E X E G G S H E L L , U O N . PT - 2 LA T E X E G G S H E L L I N T E R I O R P A I N T D O O R F R A M E S [ T Y P ] B E N J A M I N M O O R E EGGSHELL PT - 3 LA T E X E G G S H E L L I N T E R I O R P A I N T G Y P B O A R D S O F F I T S / C E I L I N G S B E N J A M I N M O O R E EGGSHELL PT - 4 WA T E R B A S E D E P O X Y P A I N T SH E R W I N W I L L I A M S EGGSHELL PT - 5 LA T E X E G G S H E L L I N T E R I O R P A I N T BE N J A M I N M O O R E EGGSHELL PT - 6 EX T E R I O R G R A D E P A I N T E X T E R I O R F I B E R C E M E N T B O A R D F A S C I A S H E R W I N W I L L I A M S SEMI-GLOSSMATCH BENJAMIN MOORE COLOR; EXTERIOR ONLY WT - 1 WO O D T A B L E T O P S D I N I N G A R E A S T B D EASED EDGE; GC PROVIDE SAMPLES FOR OWNER APPROVAL WD - 1 1X 4 C E D A R S T R I P S W / C L E A R S E A L W O O D S O F F I T & W A L L [ S ] T B D TB D S E M I - G L O S S WD - 2 C E D A R B O A R D S W / C L E A R S E A L W O O D C L A D D I N G A T P R E C A S T T E E S T B D SEMI-GLOSS MI R 1/ 4 " T H K S M O K E T I N T E D M I R R O R B A C K B A R W A L L SS L 18 G A . S T A I N L E S S S T E E L S H E E T K I T C H E N W A L L P A N E L S RE: GC TO COORDINATE; PROVIDED BY KITCHEN EQUIPMENT SUPPLIER/INSTALLER QT - 1 4x 8 Q U A R R Y T I L E K I T C H E N / B A R D A L T I L E Q U A R R Y T E X T U R E S 0 T 0 4 A S H E N F L A S H W / " C H A R C O A L " C O L O R E D E P O X Y G R O U T ; M I N J O I N T W I D T H S P O S S I B L E CT - 3 1x 4 M O S A I C W A L L T I L E R E S T R O O M S A N N S A C K S S A V O Y V 0 4 5 4 B R O N Z E W / E P O X Y G R O U T QT Z - 1 QU A R T Z C O U N T E R T O P S BA R T O P , P O S S T A T I O N S A N D H O S T S T A N D CO S E N T I N O FR P - 1 FI B R E R E I N F O R C E D P L A S T I C K I T C H E N A R E A S T B D WH I T E S M O O T H U P T O 1 0 ' - 0 " A F F [ T Y P ] 193 EAST GORE CREEK DRIVE VAIL, CO 81657 FOR PERMIT2012.08.0GORE CREEK TENANT RENOVATION COMMENTS2012.08.3 1206002012.08.0 DHSS ROOM SCHEDULE & DETAILS A7.0 SC H E D U L E D C E I L I N G TI L E T O T O P OF C O V E LO W P R O F I L E T 5 F L U O R E S C E N T S T R I P LI G H T F I X T U R E W / G E L C O V E R S [R E : E L E C T R I C A L ] GY P . B D . C O V E C E I L I N G ; PA I N T C O V E S U R F A C E S GL O S S W H I T E AL I G N T . O . M I R R O R WI T H C E I L I N G TY P I C A L C E I L I N G C O V E D E T A I L 3" = 1 ' - 0 " TY P I C A L D E T A I L A T E X T . P A T I O R A I L I N G 1- 1 / 2 " = 1 ' - 0 " TY P I C A L B A N Q U E T T E E L E V A T I O N D E T A I L 1- 1 / 2 " = 1 ' - 0 " 6" H . P E R F O R A T E D S C R E E N F O R EX H A U S T D U C T ; P T D W H I T E [R E : M E C H A N I C A L ] ST L - 1 1/ 8 " T H K H O T R O L L E D , C L R P W D R C O A T E D S T E E L P A N E L EX T E R I O R P A N E L S W / C O N C E A L E D Z - C L I P S GC PROVIDE MOCK-UP SAMPLES FOR OWNER & ARCHITECT APPROVAL PRIOR TO INSTALL 5" H . x 8 " L . . Q U A R R Y T I L E C O V E B A S E AL U M I N U M I N T E G R A L C O V E B A S E F O R T I L E DA L T I L E M A T C H F L O O R I N G M A T C H F L O O R I N G QT - 1 QT - 1 QT - 1 QT - 1 EX I S T I N G QT - 1 11 7 W A S H R O O M 11 8 A D A W A S H R O O M 11 9 12 0 E X I S T I N G 121 W F - 1 B - 1 / B - 3 - - - - W D - 1 / G B - 1 / T E C - 1 122 S T O R A G E S C - 1 - - - - - 123A W I N E S T O R A G E - - - - 12 5 P A V E R S -- - - - - 12 6 E A S T P A T I O P A V E R S -- - - - W D - 1 WE S T P A T I O MATCH EXISTING PROMENADE PAVERS MATCH EXISTING PROMENADE PAVERS 11 0 B MANUF. JA N I T O R ST L - 2 18 G A . H O T R O L L E D , S T E E L S H E E T OVER PLYWOOD SUBSTRATE RE S T R O O M S / K I T C H E N / B A R SATIN ALUMINUM CL E A N R O O M U L T I M A O R S I M VINYL FACED; MIN. NRC RATING: 0.7; MAX. POSSIBLE HEIGHT IN KITCHEN AREAS AD A W A S H R O O M CT - 1 CT - 1 CT - 1 CT - 1 B- 4 B- 4 B- 4 B- 4 GB - 1 GB - 1 GB - 1 CT-3 CT-3 CT-3 CT-3CT-3 CT-3 CT-3 CT-3CT-3 CT-3 CT-3GB-1 GB-1 GB-1 [E ] M E C H / E L E C T E X I S T I N G E X I S T I N G E X I S T I N G E X I S T I N G E X I S T I N G E X I S T I N G WE S T D I N I N G A R E A 12 3 B QT - 1 12 4 B A R QT - 1 BE E R C O O L E R MA N U F . M A N U F . M A N U F . M A N U F . M A N U F . MANUF.MANUF.MANUF.MANUF. MA N U F . MA N U F . MA N U F . MA N U F . B- 2 MIRROR--- B- 2 GB-1-MANUF. QT - 1 B- 2 B- 2 QT - 1 B - 2 FRP FR P TB D TB D TB D TB D TB D TB D G C P R O V I D E M O C K - U P S A M P L E S F O R O W N E R & A R C H I T E C T A P P R O V A L P R I O R T O I N S T A L L FR P - 2 FI B R E R E I N F O R C E D P L A S T I C B A R A R E A T B D BL A C K S M O O T H A T B A R T E N D E R S I D E O F B A R D I E W A L L CT - 1 12 x 2 4 P O R C E L A I N T I L E R E S T R O O M S D A L T I L E T B D T B D T B D W / E P O X Y G R O U T CT - 2 4x 8 C E R A M I C T I L E K I T C H E N A N N S A C K S S A V O Y W/ EPOXY GROUT 'B R U S H E D ' T E X T U R E W H I T E W A S H E D F E N C E CLEAR SEAL18 GA. x 6" H. STEEL PLATE TU N G O I L SCRUBBABLE RU N B O N D P A T T E R N ST A C K B O N D P A T T E R N RU N B O N D P A T T E R N V0 4 5 4 B R O N Z E ST L - 3 18 G A . H O T R O L L E D , S T E E L S H E E T W / R U S T P A T I N A I N T E R I O R P A N E L S A D H E R E D T O P L Y W O O D S U B S T R A T E OVER PLYWOOD SUBSTRATE GY P B O A R D S O F F I T A B O V E R O T I S S E R I E ( N E A R H O O D ) FOR SCRUBBABLE SURFACE IN KITCHEN AREA SI L E S T O N E 0 8 B A M B O O PO S T C A T A L Y Z E D L A C Q U E R CL E A R P O W D E R C O A T PO S T C A T A L Y Z E D L A C Q U E R IN T E R I O R P A N E L S A D H E R E D T O P L Y W O O D S U B S T R A T E RU N B O N D P A T T E R N NOTE: ALL UPHOLSTERY FABRIC AT BANQUETTES TO BE PREMIUM CONTRACT 'BOLTAFLEX' [100% POLYURETHANE]PRODUCT LINE: "CHARISMA"COLOR: 'SPRUCE' [470493] BA N Q U E T T E T A B L E S E C T I O N D E T A I L 1- 1 / 2 " = 1 ' - 0 " QU A R R Y T E X T U R E S Q - 3 5 8 5 , Q B - 3 5 6 5 W / " C H A R C O A L " C O L O R E D E P O X Y G R O U T ; M I N J O I N T W I D T H S P O S S I B L E GC PROVIDE MOCK-UP SAMPLES FOR OWNER & ARCHITECT APPROVAL PRIOR TO INSTALL 10 1 A C O A T S W F - 1 - G L P T - 1 - T E C - 1 GL/PT-1PROVIDE LARGE SPANS TO REDUCE NUMBER OF JOINTS *N O T E : R E : E L E V A T I O N S F O R S T O R E F R O N T D O O R A N D F R A M E T Y P E S . DO O R & F R A M E S T Y L E A : S I N G L E HO L L O W M E T A L D O O R W / HO L L O W M E T A L F R A M E 2" RE : D O O R S C H E D U L E 2" 2" RE: DOOR SCHEDULE DO O R & F R A M E S T Y L E B : S I N G L E SO L I D C O R E W O O D D O O R W / 4 RE C E S S E D P A N E L S & H O L L O W ME T A L F R A M E 2" RE : D O O R S C H E D U L E 2" 2" RE: DOOR SCHEDULE TY P E ' C ' : 5- P A N E L G L A Z E D A L U M I N U M S L I D I N G D O O R S Y S T E M [F L E E T W O O D " N O R W O O D 3 0 7 0 C R " O R E Q . ] OP E N EQ EQ EQ EQ RE : D O O R S C H E D U L E RE: DOOR SCHEDULE X X X X NO T E : A L L D O O R G L A Z I N G T O B E TE M P E R E D , L O W - E , C L E A R G L A S S TO M A T C H A D J A C E N T S T O R E F R O N T XEQ TY P E ' D ' : 3- P A N E L G L A Z E D A L U M I N U M S L I D I N G D O O R S Y S T E M [F L E E T W O O D " N O R W O O D 3 0 7 0 C R " O R E Q . ] OP E N EQ EQ EQ RE : D O O R S C H E D U L E X X X RE: DOOR SCHEDULE TYPE 'E':HOT ROLLED STEEL PLATE FACED PIVOT DOOR [CLEAR PWDR COAT FINISH W/ CONCEALED OH CLOSERTYPE 'F':FRAMELESS GLASS ENTRY PIVOT DOOR SYSTEM W/ CONCEALED CLOSER [BY DORALCO OR SIM]1"1"RE: DOOR SCHEDULE RE: DOOR SCHEDULERE: DOOR SCHEDULERE: DOOR SCHEDULE 1'-0"1'-0"2'-0"2'-0"1'-0"1'-0"3/4"1 1/4"1'-0"1'-0"2'-0"2'-0"1'-0"1'-0"3/4"1 1/4" DO O R H A R D W A R E S C H E D U L E HA R D W A R E T Y P E 1 : WO O D O R H M D O O R , H O L L O W M E T A L F R A M E , ST O R E R O O M L O C K . -1 - 1 / 2 P A I R B U T T H I N G E S : H A G E R B B 1 1 6 8 , 5 x 5 . -1 L A T C H S E T W / L E V E R : Y A L E 5 4 0 5 - L N P B -1 S U R F A C E M T D B R U S H S E A L : P E M K O . *G E N E R A L N O T E S : 1. A L L H A R D W A R E F I N I S H E S T O B E B H M A 6 2 6 - S A T I N C H R O M E , [ U S 2 6 D ] , U N O . 2. A L L A L U M I N U M F R A M E S T O B E D A R K B R O N Z E A N O D I Z E D , U N O . HA R D W A R E T Y P E 2 : WO O D D O O R , H O L L O W M E T A L F R A M E , P R I V A C Y B A T H L O C K . -1 - 1 / 2 P A I R B U T T H I N G E S : H A G E R B B 1 1 6 8 , 5 x 5 . -1 C L O S E R : Y A L E 5 1 0 0 -1 L A T C H S E T W / L E V E R : Y A L E 5 4 0 2 - L N P B [ F 7 6 A ] -1 T H U M B T U R N L O C K W I T H O C C U P A N C Y I N D I C A T O R : Y A L E D 2 9 1 O R D 2 9 2 -1 S U R F A C E M T D B R U S H S E A L : P E M K O . -1 K I C K P L A T E O N P U S H S I D E : Y A L E . HA R D W A R E T Y P E 3 : HM D O O R , H O L L O W M E T A L F R A M E , P A N I C H A R D W A R E . -1 - 1 / 2 P A I R B U T T H I N G E S : H A G E R B B 1 1 6 8 , 5 x 5 . -1 C L O S E R : Y A L E 5 1 0 0 -1 E X I T D E V I C E W I T H C O N C E A L E D R O D : Y A L E 2 1 0 0 S E R I E S -1 L A T C H S E T W / L E V E R : Y A L E 5 4 0 2 - L N P B [ F 7 6 A ] . -1 W E A T H E R S T R I P : P E M K O -1 R E C E S S E D B R U S H S W E E P : P E M K O . -1 K I C K P L A T E O N P U S H S I D E : Y A L E . HA R D W A R E T Y P E 4 : WD D O O R , H O L L O W M E T A L F R A M E , P U S H / P U L L P L A T E S W/ C L A S S R O O M C Y L I N D E R & T H U M B T U R N . -1 - 1 / 2 P A I R B U T T H I N G E S : H A G E R B B 1 1 6 8 , 5 x 5 . -1 C L O S E R : Y A L E 5 1 0 0 -1 T H U M B T U R N L O C K : Y A L E 2 6 1 O R 2 6 2 . LINE OF INTERSECTING WALL[WHERE APPLICABLE]SEALANT BOTH SIDES SMOKE SEAL [WHERE APPLICABLE]PTD. HOLLOW MTL. FRAME WALL THICKNESS + 1"DOOR [RE: DOOR SCHEDULE]JAMB ANCHORDOUBLE STUD BUCKINT.INT.6"SCHEDULED PARTITION;RE: PLANS SEALANT [BOTH SIDES]DBL. BOX STUD HEADER @OPENINGS OF 6'-0" W. OR GREATER SMOKE SEAL [WHEREAPPLICABLE]HOLLOW MTL. OR WOODDOOR [RE: DOOR SCHEDULE]PTD. HOLLOW MTL. FRAMEINT.INT. SE A L A N T FL O O R T I L E FI N I S H E D C O N C R E T E FL O O R I N G T R A N S I T I O N [ T - 1 ] : CO N C R E T E - T I L E DO O R [ W H E R E A P P L I C A B L E ] 'S C H L U T E R ' R E N O - R A M P - A E *N O T E S : 1] G C T O F I E L D V E R I F Y H E I G H T S O F F L O O R I N G F I N I S H E S TO C O I N C I D E W I T H T R A N S I T I O N S T R I P S . 2] A L I G N A L L T R A N S I T I O N J O I N T S B E L O W C E N T E R L I N E O F DO O R [ T Y P ] . SE A L A N T [ B O T H S I D E S ] FL O O R T I L E EN G I N E E R E D W O O D F L O O R I N G FL O O R I N G T R A N S I T I O N [ T - 2 ] : WO O D - T I L E DO O R [ W H E R E A P P L I C A B L E ] 'S C H L U T E R ' R E N O - U - A E DO O R S C H E D U L E Ma r k Do o r / F r a m e Ty p e Wi d t h H e i g h t T h i c k n e s s Do o r Ma t e r i a l Do o r F i n i s h Fr a m e Ma t e r i a l Fr a m e Fi n i s h Fi r e R a t i n g Ha r d w a r e Ty p e Co m m e n t s 10 9 A 3 ' - 0 " 6 ' - 8 " 1 3 / 4 " W D S T A I N E D H M P T D 3 / 4 H O U R 3 11 1 B 3 ' - 0 " 6 ' - 8 " 1 3 / 4 " H M P T D H M P T D - 2 11 5 A B 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " W D S T A I N E D H M P T D - 2 11 5 B A 3 ' - 0 " 7 ' - 0 " 3 / 4 H O U R 3 *N O T E : A L L I N T E R I O R W O O D D O O R S T O R E C E I V E O P A Q U E S T A I N E D & S E A L E D F I N I S H ; F I N I S H E D W O O D S P E C I E S T B D . 193 EAST GORE CREEK DRIVE VAIL, CO 81657 FOR PERMIT2012.08.0GORE CREEK TENANT RENOVATION COMMENTS2012.08.3 1206002012.08.0 DHSS DOOR SCHEDULE & DETAILS A7.1 FL O O R N G T R A N S I T I O N L E G E N D 3" = 1 ' - 0 " DOOR TYPE / FRAME LEGEND 1/2"=1'-0"TYPICAL INTERIOR HM DOOR HEAD 3"=1'-0"TYPICAL INTERIOR HM DOOR JAMB 3"=1'-0" 10 2 C 2 1 ' - 0 " 8 ' - 0 " 2 " A L U M A N O D A L U M A N O D - 10 1 F 3 ' - 6 " 8 ' - 0 " 1 " G L C L R N O N E N O N E - M A N U F 10 0 E 3 ' - 6 " 8 ' - 0 " 1 " T B D ST L - 1 NO N E N O N E - M A T C H D O O R 1 0 1 11 6 11 7 11 8 11 9 12 0 12 1 12 2 12 3 D ABBBBB B 3/ 4 H O U R 21 ' - 0 " 8 ' - 0 " 2 " A L U M A N O D M A N U F ------- 1 3 / 4 " H M P T D H M P T D 3' - 0 " 1 3 / 4 " W D S T A I N E D H M P T D 3' - 0 " 1 3 / 4 " W D S T A I N E D H M P T D 3' - 0 " 1 3 / 4 " W D S T A I N E D H M P T D 3' - 0 " 1 3 / 4 " W D S T A I N E D H M P T D EX I S T 3' - 0 " 7 ' - 0 " 1 3 / 4 " H M P T D H M P T D 3' - 0 " 7 ' - 0 " 1 3 / 4 " W D S T A I N E D H M P T D AL U M A N O D 20 5 B - 20 6 B - 3' - 0 " 7 ' - 0 " 1 3 / 4 " W D S T A I N E D H M P T D BY F L E E T W O O D [ N O R W O O D - C R ] ; E X T E N D T R A C K B E Y O N D O P E N I N G FR A M E L E S S G L A S S D O O R E N T R Y S Y S T E M B Y D O R A L C O [ O R S I M ] 20 3 B - EX I S T EX I S T EX I S T EX I S T EX I S T EX I S T EX I S T EX I S T EX I S T EX I S T EX I S T EX I S T EX I S T EX I S T PA N I C H A R D W A R E PA N I C H A R D W A R E 2 2 MA N U F BY F L E E T W O O D [ N O R W O O D - C R ] ; E X T E N D T R A C K B E Y O N D O P E N I N G 3 RI X S O N C E N T E R M O U N T E D C O N C E A L E D P I V O T A N D C L O S E R 2 2 21 EX I S T E X I S T E X I S T E X I S T E X I S T E X I S T E X I S T 41 TAPERED SECTION TAPERED SECTIONSOLID WOOD PUSH/PULL BAR WRAPPED W/LEATHER STRAPPING [BOTH SIDES]SSL FITTINGSSOLID WOOD PUSH/PULL BAR [BOTH SIDES]TAPERED SECTION TAPERED SECTIONSSL FITTINGS 7' - 0 " 7' - 0 " 7' - 0 " 7' - 0 " ME C H A N I C A L C O V E R S H E E T M0 . 0 BJ H JA H 12 0 4 3 . 0 0 "MOUNTAIN STANDARD" 193 EAST GORE CREEK DRIVE VAIL, CO 81657 GORE CREEK TENANT RENOVATION 6/ 2 0 / 2 0 1 2 6/ 2 5 / 2 0 1 2 6/ 2 9 / 2 0 1 2 7/ 2 3 / 2 0 1 2 7/ 3 0 / 2 0 1 2 8/ 2 / 2 0 1 2 8/ 6 / 2 0 1 2 8/ 3 1 / 2 0 1 2 8/ 3 1 / 1 2 ME C H A N I C A L S C H E D U L E S M1 . 0 BJ H JA H 12 0 4 3 . 0 0 "MOUNTAIN STANDARD" 193 EAST GORE CREEK DRIVE VAIL, CO 81657 GORE CREEK TENANT RENOVATION 6/ 2 0 / 2 0 1 2 6/ 2 5 / 2 0 1 2 6/ 2 9 / 2 0 1 2 7/ 2 3 / 2 0 1 2 7/ 3 0 / 2 0 1 2 8/ 2 / 2 0 1 2 8/ 6 / 2 0 1 2 8/ 3 1 / 2 0 1 2 8/ 3 1 / 1 2 ME C H A N I C A L S C H E D U L E S M1 . 1 BJ H JA H 12 0 4 3 . 0 0 "MOUNTAIN STANDARD" 193 EAST GORE CREEK DRIVE VAIL, CO 81657 GORE CREEK TENANT RENOVATION 6/ 2 0 / 2 0 1 2 6/ 2 5 / 2 0 1 2 6/ 2 9 / 2 0 1 2 7/ 2 3 / 2 0 1 2 7/ 3 0 / 2 0 1 2 8/ 2 / 2 0 1 2 8/ 6 / 2 0 1 2 8/ 3 1 / 2 0 1 2 8/ 3 1 / 1 2 LE V E L 1 H V A C P L A N M2 . 0 BJ H JA H 12 0 4 3 . 0 0 "MOUNTAIN STANDARD" 193 EAST GORE CREEK DRIVE VAIL, CO 81657 GORE CREEK TENANT RENOVATION 6/ 2 0 / 2 0 1 2 6/ 2 5 / 2 0 1 2 6/ 2 9 / 2 0 1 2 7/ 2 3 / 2 0 1 2 7/ 3 0 / 2 0 1 2 8/ 2 / 2 0 1 2 8/ 6 / 2 0 1 2 8/ 3 1 / 2 0 1 2 8/ 3 1 / 1 2 UP ( 1 7 R I S E R S ) UP ( 6 R I S E R S ) LE V E L 2 M E C H A N I C A L P L A N M2 . 1 BJ H JA H 12 0 4 3 . 0 0 "MOUNTAIN STANDARD" 193 EAST GORE CREEK DRIVE VAIL, CO 81657 GORE CREEK TENANT RENOVATION 6/ 2 0 / 2 0 1 2 6/ 2 5 / 2 0 1 2 6/ 2 9 / 2 0 1 2 7/ 2 3 / 2 0 1 2 7/ 3 0 / 2 0 1 2 8/ 2 / 2 0 1 2 8/ 6 / 2 0 1 2 8/ 3 1 / 2 0 1 2 8/ 3 1 / 1 2 UN D E R G R O U N D P L U M B I N G P L A N P2 . 0 U BJ H JA H 12 0 4 3 . 0 0 "MOUNTAIN STANDARD" 193 EAST GORE CREEK DRIVE VAIL, CO 81657 GORE CREEK TENANT RENOVATION 6/ 2 0 / 2 0 1 2 6/ 2 5 / 2 0 1 2 6/ 2 9 / 2 0 1 2 7/ 2 3 / 2 0 1 2 7/ 3 0 / 2 0 1 2 8/ 2 / 2 0 1 2 8/ 6 / 2 0 1 2 8/ 3 1 / 2 0 1 2 8/ 3 1 / 1 2 4#0)' (4;'4 (4;'4 2.#0%*# 5#.#/#0&'4 4#0)' 911&416+55'4+'911&$41+.'417. 1 P 17 P 18 P 16 P 16 P 15 P 9 P 30 . 3 P 30.3 P 6. 2 P6. 4 P6. 2 P5P 65 P 67 P 60 P 61 P 48 P 40 P 46 P 47 P 1. 1 P 12 0 P 11 9 P 101 P103P107P103P101P 1. 2 P1. 1 P 5 P 1. 2 P 6. 4 P 30 . 4 P 12 0 . 1 P 12 4 P 12 4 P 10 P 102 P102P106P 10 P 19 P 19.1 P 30 . 2 P 40 . 1 P 11 9 . 1 P 18'0 18'0 6+.6+0)5-+..'6 LE V E L 1 P L U M B I N G P L A N P2 . 0 BJ H JA H 12 0 4 3 . 0 0 "MOUNTAIN STANDARD" 193 EAST GORE CREEK DRIVE VAIL, CO 81657 GORE CREEK TENANT RENOVATION 6/ 2 0 / 2 0 1 2 6/ 2 5 / 2 0 1 2 6/ 2 9 / 2 0 1 2 7/ 2 3 / 2 0 1 2 7/ 3 0 / 2 0 1 2 8/ 2 / 2 0 1 2 8/ 6 / 2 0 1 2 8/ 3 1 / 2 0 1 2 8/ 3 1 / 1 2 ME C H A N I C A L S C H E M A T I C S M3 . 0 BJ H JA H 12 0 4 3 . 0 0 "MOUNTAIN STANDARD" 193 EAST GORE CREEK DRIVE VAIL, CO 81657 GORE CREEK TENANT RENOVATION 6/ 2 0 / 2 0 1 2 6/ 2 5 / 2 0 1 2 6/ 2 9 / 2 0 1 2 7/ 2 3 / 2 0 1 2 7/ 3 0 / 2 0 1 2 8/ 2 / 2 0 1 2 8/ 6 / 2 0 1 2 8/ 3 1 / 2 0 1 2 8/ 3 1 / 1 2 123Captrate Solo Filter wiCaptrate Solo Filter wiCaptrate Solo Filter wi 33151520"20"20"20"20"20"16"20"16"20"16"20"333Incandescent Light FixtIncandescent Light FixtIncandescent Light Fixt NONONOWall MntAnsul R102 3. 0 / 3 . 0 / 3 . 0 / 1 . 5 YE S YE S YE S 49 7 L B S 40 7 L B S 41 3 L B S HOODNO.FILTER(S)TYPEQTY.HEIGHTLENGTH LIGHT(S)QTY.TYPEWIREGUARD UT I L I T Y C A B I N E T ( S ) LOCATION FIRE S Y S T E M TYPE SI Z E EL E C T R I C A L MO D E L # SW I T C H E S QU A N T I T Y FI R E SY S T E M PI P I N G HO O D HA N G I N G WG H T 123BACKSPLASH 122.00" High X 109.00" Long 430 SSLEFT END STANDOFF 1" Wide InsulatedLEFT SIDESPLASH 122.00" High X 72.00" Long 430 SSLEFT QUARTER END PANEL 23" Top Width, 0" Bottom Width, 23" High 430 SSBACKSPLASH 122.00" High X 117.00" Long 430 SSBACKSPLASH 120.00" High X 118.00" Long 430 SSRIGHT END STANDOFF 1" Wide InsulatedRIGHT SIDESPLASH 122.00" High X 72.00" Long 430 SSRIGHT QUARTER END PANEL 23" Top Width, 0" Bottom Width, 23" High 430 SS HOODNO.OPTION CO L O R A D O R E G I O N A L S A L E S O F F I C E 65 4 7 S . R a c i n e C i r . , S u i t e 1 5 0 0 , C e n t e n n i a l , C O 8 0 1 1 1 FA X : ( 9 1 9 ) 2 2 7 - 5 9 9 9 PH O N E : ( 8 0 0 ) 7 2 3 - 2 7 2 0 FO R Q U E S T I O N S , C A L L T H E will fit and to size the enclosure panels Height required to verify that the hood ___' ___"VERIFY CEILING HEIGHT BUILTMCWITHNFPAACCORDANCEINNFPA #96,Intertek No. 96NSF RE.T.L. LISTED 3054804-001R OVER 600 DEGREE COOKING A MINIMUM OF 200 CFM PERLINEAR FOOT EQUIPMENT APPROVED TO EXHAUST TESTED, LISTED, AND ETL LISTING DESCRIPTIONND-2 HAS BEEN E.T.L.THE CAPTIVE AIRE MODELBUILT IN COMPLIANCE WITH CAPTIVE-AIRE HOODS AREUL 710 & ULC710 STANDARDS ** * N O T E * * * HO O D M A N U F A C T U R E R RE C O M M E N D S N O R E T U R N S OR 4 - W A Y D I F F U S E R S WI T H I N 1 0 F E E T O F H O O D IN A L L D I R E C T I O N S . AC E T A T E - B A S E D F O R M U L A T I O N D E S I G N E D F O R F L A M E K N O C K D O W N A N D S E C U R E M E N T TY P E W I T H A F I X E D N O Z Z L E A G E N T D I S T R I B U T I O N N E T W O R K . I T S H A L L B E L I S T E D SP E C I F I C A T I O N S TH E R E S T A U R A N T F I R E S U P P R E S S I O N S Y S T E M S H A L L B E T H E P R E - E N G I N E E R E D WI T H U N D E R W R I T E R S L A B O R A T O R I E S , I N C . ( U L ) TH E S Y S T E M S H A L L B E C A P A B L E O F A U T O M A T I C D E T E C T I O N A N D A C T U A T I O N WI T H L O C A L O R R E M O T E M A N U A L A C T U A T I O N . A C C E S S O R I E S S H A L L B E A V A I L A B L E FO R M E C H A N I C A L O R E L E C T R I C A L G A S L I N E S H U T - O F F A P P L I C A T I O N S . TH E E X T I N G U I S H I N G A G E N T S H A L L B E A P O T A S S I U M C A R B O N A T E , P O T A S S I U M OF G R E A S E R E L A T E D F I R E S . I T S H A L L B E A V A I L A B L E I N P L A S T I C C O N T A I N E R S WI T H I N S T R U C T I O N S F O R L I Q U I D A G E N T H A N D L I N G A N D U S A G E . TH E R E G U L A T E D R E L E A S E M E C H A N I S M S H A L L B E C O M P A T I B L E W I T H A F U S I B L E LI N K D E T E C T I O N S Y S T E M . T H E F U S I B L E L I N K S H A L L B E S E L E C T E D A N D IN S T A L L E D A C C O R D I N G T O T H E O P E R A T I N G T E M P E R A T U R E I N T H E V E N T I L A T I N G SY S T E M . T H E F U S I B L E L I N K S H A L L B E S U P P O R T E D B Y A D E T E C T O R B R A C K E T / LI N K A G E A S S E M B L Y . 123 5424ND-25424ND-25424ND-2 9' 0.00"9' 9.00"9' 9.00"700 Deg.600 Deg.600 Deg.315024402440 16"14"14"18"16"16"315024402440-1.077"-0.804"-0.804"000 43 0 S S Wh e r e E x p o s e d 43 0 S S Wh e r e E x p o s e d 43 0 S S Wh e r e E x p o s e d LE F T MI D D L E RI G H T AL O N E AL O N E AL O N E HOODNO.MODELLENGTH MAX.COOKINGTEMP.EXHAUST PLENUMTOTALEXH. CFM RISER(S)WIDTHLENG.DIA.CFMS.P.SUPPL Y P L E N U M TOTALSUP. CFM RI S E R ( S ) WIDTHLEN G . DI A . CF M S. P . HO O D CO N S T R U C T I O N HO O D C O N F I G . EN D T O EN D RO W *** NOTE ***ALL WALLS THAT COM E WITHIN 18" OF HOOD M U S T BE METAL STUDS ANDSHEETROCK. WOOD S T U D S NOT ALLOWED. AG E N T L I N E DE T E C T I O N L I N E WI T H A G E N T T A N K E N C L O S E D SY S T E M C O N T R O L A U T O M A N NO Z Z L E AP P L I A N C E P R O T E C T I O N PU L L S T A T I O N MA N U A L RE M O T E DE T E C T O R S NO Z Z L E DU C T P R O T E C T I O N NO Z Z L E PL E N U M P R O T E C T I O N ** * N O T E * * * MA K E - U P A I R S H A L L B E DE L I V E R E D I N T O S P A C E IN M A N N E R T H A T W I L L N O T DI S R U P T H O O D S A B I L I T Y TO C A P T U R E A N D C O N T A I N . 16 0 1 7 1 2 MA S T E R D R A W I N G EE M - 4 2 GORE R2 VAIL, CO DENVER OFFICE 6547 South Racine Circle, Suite 1500, Centennial, CO, 80111 PHONE: (720) 570-0981 FAX: (919) 227-5999 EMAIL: reg42@captiveaire.com SH E E T N O . SC A L E : DW G . # : DR A W N DA T E : B Y : RE V I S I O N S www.captiveaire.com ACCORDANCE No. 96 BUILT NFPAWITH INR CA P T I V E A I R E S H E E T 1 M3 . 1 BJ H JA H 12 0 4 3 . 0 0 "MOUNTAIN STANDARD" 193 EAST GORE CREEK DRIVE VAIL, CO 81657 GORE CREEK TENANT RENOVATION 6/ 2 0 / 2 0 1 2 6/ 2 5 / 2 0 1 2 6/ 2 9 / 2 0 1 2 7/ 2 3 / 2 0 1 2 7/ 3 0 / 2 0 1 2 8/ 2 / 2 0 1 2 8/ 6 / 2 0 1 2 8/ 3 1 / 2 0 1 2 8/ 3 1 / 1 2 DUCT TEM P S E N S O R 1 PER RISE R T O B E FIELD INST A L L E D AND FIELD W I R E D TO ELECTR I C A L CONTROL P A N E L 9' 0.00"Nom./9' 0.00"OD 56 11/16"1" LAYER OF INSULATIONFACTORY INSTALLED IN1.00" END STANDOFF MEETS0" REQUIREMENTS CLEARANCETO COMBUSTIBLE SURFACES.1 1/16"3 1/8"Field Cut16" X 18"ExhaustRiser OutBack ofHoodU.L. Listed Incandescent Light Fixture-HighTemp Assembly 9' 9 . 0 0 " N o m . / 9 ' 9 . 0 0 " O D Fi e l d C u t 14 " X 1 6 " Ex h a u s t Ri s e r O u t Ba c k o f Ho o d U. L . L i s t e d I n c a n d e s c e n t L i g h t F i x t u r e - H i g h Te m p A s s e m b l y 9' 9 . 0 0 " N o m . / 9 ' 9 . 0 0 " O D 56 1 1 / 1 6 " 1" L A Y E R O F I N S U L A T I O N FA C T O R Y I N S T A L L E D I N 1. 0 0 " E N D S T A N D O F F M E E T S 0" R E Q U I R E M E N T S C L E A R A N C E TO C O M B U S T I B L E S U R F A C E S . 1 1 / 1 6 " 3 1 / 8 " Fie l d C u t 14 " X 1 6 " Ex h a u s t Ris e r O u t Ba c k o f Ho o d U. L . L i s t e d I n c a n d e s c e n t L i g h t F i x t u r e - H i g h Te m p A s s e m b l y DU C T T E M P S E N S O R 1 P E R R I S E R T O B E FI E L D I N S T A L L E D AN D F I E L D W I R E D TO E L E C T R I C A L CO N T R O L P A N E L 3" INTERNAL STANDOFFGREASE DRAINWITH REMOVABLE CUP EXHAUST RISER TO BE FIELDCUT IN BACK OF HOOD HANGING ANGLE INCANDESCENT LIGHT FIXTURE-HIGH TEMPASSEMBLY, INCLUDES CLEAR THERMAL ANDSHOCK RESISTANT GLOBE (L55 FIXTURE)BACKSPLASH 122.00" HIGHX 109.00" LONG 24 1/8"24 1/8"LEFT QUARTER END PANELEQUIPMENTBY OTHERS 48.0" MAX84" AFF TYP.25 3/16" NOM.56 11/16"IT IS THE RESPONSIBILITYOF THE ARCHITECT/OWNER TOENSURE THAT THE HOOD CLEARANCEFROM LIMITED-COMBUSTIBLEAND COMBUSTIBLE MATERIALSIS IN COMPLIANCE WITHLOCAL CODE REQUIREMENTS.20" CAPTRATE SOLOFILTER WITH HOOK 3" I N T E R N A L S T A N D O F F GR E A S E D R A I N WI T H R E M O V A B L E C U P FI E L D C U T E X H A U S T R I S E R HA N G I N G A N G L E IN C A N D E S C E N T L I G H T F I X T U R E - H I G H T E M P AS S E M B L Y , I N C L U D E S C L E A R T H E R M A L A N D SH O C K R E S I S T A N T G L O B E ( L 5 5 F I X T U R E ) BA C K S P L A S H 1 2 2 . 0 0 " H I G H X 1 1 7 . 0 0 " L O N G EQ U I P M E N T BY O T H E R S 48 . 0 " M A X 84 " A F F T Y P . 25 3 / 1 6 " N O M . 56 1 1 / 1 6 " 20 " C A P T R A T E S O L O FI L T E R W I T H H O O K 3" I N T E R N A L S T A N D O F F GR E A S E D R A I N WI T H R E M O V A B L E C U P FI E L D C U T E X H A U S T R I S E R HA N G I N G A N G L E IN C A N D E S C E N T L I G H T F I X T U R E - H I G H T E M P AS S E M B L Y , I N C L U D E S C L E A R T H E R M A L A N D SH O C K R E S I S T A N T G L O B E ( L 5 5 F I X T U R E ) BA C K S P L A S H 1 2 0 . 0 0 " H I G H X 1 1 8 . 0 0 " L O N G 24 1 / 8 " 24 1 / 8 " RI G H T Q U A R T E R E N D P A N E L EQ U I P M E N T BY O T H E R S 48 . 0 " M A X 84 " A F F T Y P . 25 3 / 1 6 " N O M . 56 1 1 / 1 6 " 20 " C A P T R A T E S O L O FI L T E R W I T H H O O K IT I S T H E R E S P O N S I B I L I T Y OF T H E A R C H I T E C T / O W N E R T O ENSUR E T H A T T H E H O O D C L E A R A N C E FR O M L I M I T E D - C O M B U S T I B L E AN D C O M B U S T I B L E M A T E R I A L S IS I N C O M P L I A N C E W I T H LO C A L C O D E R E Q U I R E M E N T S . EX H A U S T R I S E R T O B E F I E L D CU T I N B A C K O F H O O D IT I S T H E R E S P O N S I B I L I T Y OF T H E A R C H I T E C T / O W N E R T O EN S U R E T H A T T H E H O O D C L E A R A N C E FR O M L I M I T E D - C O M B U S T I B L E AN D C O M B U S T I B L E M A T E R I A L S IS I N C O M P L I A N C E W I T H LO C A L C O D E R E Q U I R E M E N T S . EX H A U S T R I S E R T O B E F I E L D CU T I N B A C K O F H O O D 16 0 1 7 1 2 MA S T E R D R A W I N G EE M - 4 2 GORE R2 VAIL, CO DENVER OFFICE 6547 South Racine Circle, Suite 1500, Centennial, CO, 80111 PHONE: (720) 570-0981 FAX: (919) 227-5999 EMAIL: reg42@captiveaire.com SH E E T N O . SC A L E : DW G . # : DR A W N DA T E : B Y : RE V I S I O N S www.captiveaire.com ACCORDANCE No. 96 BUILT NFPAWITH INR CA P T I V E A I R E S H E E T 2 M3 . 2 BJ H JA H 12 0 4 3 . 0 0 "MOUNTAIN STANDARD" 193 EAST GORE CREEK DRIVE VAIL, CO 81657 GORE CREEK TENANT RENOVATION 6/ 2 0 / 2 0 1 2 6/ 2 5 / 2 0 1 2 6/ 2 9 / 2 0 1 2 7/ 2 3 / 2 0 1 2 7/ 3 0 / 2 0 1 2 8/ 2 / 2 0 1 2 8/ 6 / 2 0 1 2 8/ 3 1 / 2 0 1 2 8/ 3 1 / 1 2 1A4-D.1000-920920A4-D.100086301.0008427. 5 0 0 3 20 8 20 . 0 ) ) ) ) 18 6 1 . 5 1 32 FANUNITNO.FAN UNIT MODEL #BLOWERHOUSINGTAGCFMESP.RPMH. P . VO L T FL A EV A P C O O L E R EN T E R I N G D B TE M P . EV A P C O O L E R EN T E R I N G W B TE M P . EV A P C O O L E R LE A V I N G D B TE M P . EV A P C O O L E R LE A V I N G W B TE M P . WE I G H T ( L B S . ) SO N E S 1YES66313461008395 deg F7 in. w.c. - 14 in. w.c.Na t u r a l FANUNITNO.ACTUAL AIRDENSITY?INPUT BTUsOUTPUTBTUsTEMP. RISEREQUIRED INPUT GAS PRESSUREGAS T Y P E 11 - AC Interlock Relay - 24VAC Coil1 - Low Fire Start1 - Inlet Pressure Gauge, 0-35"1 - Manifold Pressure Gauge, -5 to 15" wc1 - Opposite Side Heater Controls1 - Extra Set of Belts1 - Freeze Protection Drain Kit for Evaporative Coolers1 - Freezestat1 - Motorized Backdraft Damper for A4-D Housing FANUNITNO.OPTION (Qty. - Descr.)1YESYES FANUNITNO.FANUNITTAG EXHAUSTGREASECUPGRAVITYDAMPERWALLMOUNTSUPPLYSIDEDISCHARGEGRAVITYDAMPERMOTORIZEDDAMPERWALLMOUNT FL E X C O N D U I T FO R F I E L D WI R I N G LI F T I N G L U G 5 1 / 4 " 58 3 / 8 " 58 5 / 8 " 24 7 / 8 " 19 1 / 8 " 24 7 / 8 " 11 3 / 4 " AI R F L O W BL O W E R / M O T O R AC C E S S D O O R 24 " S E R V I C E CL E A R A N C E R E Q . SE R V I C E DI S C O N N E C T SW I T C H AI R F L O W 1 1 / 4 " N P T 13 9 / 1 6 " 52 3 / 1 6 " DI R E C T F I R E D M O D U L E AI R F L O W 41 9 / 1 6 " 6 1 / 2 " 8 1 / 4 " 25 3 / 1 6 " WA T E R DR A I N AI R F L O W 1 3 7 WA T E R I N L E T FI L T E R / C O N T R O L AC C E S S D O O R LP D C E L D E K 48 7 / 1 6 " 64 3 / 1 6 " 51 3 / 8 " 54 3 / 1 6 " 35 1 / 4 " FA N # 1 A 4 - D . 1 0 0 0 - 9 2 0 - H E A T E R 1. D I R E C T G A S F I R E D H E A T E D M A K E U P A I R U N I T W I T H 2 0 " B L O W E R A N D 2 4 " B U R N E R . ( 9 $ 3 & 2 2 / ( 5 / 3 ' & ( / ' ( . ± , 1 ' 2 2 5 3. S I D E D I S C H A R G E - A I R F L O W L E F T - > R I G H T 4. C O O L I N G I N T E R L O C K R E L A Y . 2 4 V A C C O I L . 1 2 0 V C O N T A C T S . L O C K S O U T B U R N E R C I R C U I T W H E N A C I S E N E R G I Z E D . 5. L O W F I R E S T A R T . A L L O W S T H E B U R N E R C I R C U I T T O E N E R G I Z E W H E N T H E M O D U L A T I O N C O N T R O L I S I N A L O W F I R E P O S I T I O N . 6. G A S P R E S S U R E G A U G E , 0 - 3 5 " , 2 . 5 " D I A M E T E R , 1 / 4 " T H R E A D S I Z E 7. G A S P R E S S U R E G A U G E , - 5 T O + 1 5 I N C H E S W C . , 2 . 5 " D I A M E T E R , 1 / 4 " T H R E A D S I Z E 8. M O U N T M O T O R A N D C O N T R O L S O N O P P O S I T E S I D E O F H E A T E R . 9. E X T R A S E T O F V - B E L T S . O N L Y T O B E O R D E R E D A S F A N O P T I O N A T T I M E F A N I S O R D E R E D . 10 . F R E E Z E P R O T E C T I O N D R A I N C O N T R O L K I T F O R E V A P O R A T I V E C O O L E R S . I N C L U D E S 3 - W A Y W A T E R S O L E N O I D V A L V E 8 3 1 6 G 0 6 4 ( S H I P P E D L O O S E ) , PR E S S U R E S W I T C H I N S T A L L E D U P S T R E A M O F 2 W A Y S O L E N O I D I N U N I T , B R A S S T E E , 2 N P T H A L F I N C H N I P P L E S , A N D T W O S T A G E T H E R M O S T A T T6 7 8 A - 1 0 1 5 . F I E L D W I R I N G R E Q U I R E D B Y O T H E R S F O R 3 - W A Y V A L V E . F O R B O T H C E L D E K A N D S T A N D A R D V - B A N K T Y P E C O N F I G U R A T I O N S . ) 5 ( ( = ( 6 7 $ 7 : , 7 + 6 ( 1 6 2 5 ) $ & 7 2 5 < 6 ( 7 $ 7 ) $ 1 ' 0 , 1 8 7 ( 6 12 . M O T O R I Z E D B A C K D R A F T D A M P E R 3 4 " X 3 6 " F O R S I Z E 4 S T A N D A R D & M O D U L A R D I R E C T F I R E D H E A T E R S W / E X T E N D E D S H A F T , S T A N D A R D G A L V A N I Z E D CO N S T R U C T I O N , 3 / 4 " R E A R F L A N G E , N F B U P - S A C T U A T O R I N C L U D E D SUPPLY SIDE HEATER INFORMATION::,17(57(03(5$785( )7(035,6( )BTUs CALCULATED OFF ACTUAL AIR DENSITYOUTPUT BTUs AT ALTITUDE OF 0.0 ft. = 875600INPUT BTUs AT ALTITUDE OF 0.0 ft. = 951739OUTPUT BTUs AT ALTITUDE OF 9581 ft. = 610083INPUT BTUs AT ALTITUDE OF 9581 ft. = 663134 R 16 0 1 7 1 2 MA S T E R D R A W I N G EE M - 4 2 GORE R2 VAIL, CO DENVER OFFICE 6547 South Racine Circle, Suite 1500, Centennial, CO, 80111 PHONE: (720) 570-0981 FAX: (919) 227-5999 EMAIL: reg42@captiveaire.com SH E E T N O . SC A L E : DW G . # : DR A W N DA T E : B Y : RE V I S I O N S www.captiveaire.com ACCORDANCE No. 96 BUILT NFPAWITH INR CA P T I V E A I R E S H E E T 3 M3 . 3 BJ H JA H 12 0 4 3 . 0 0 "MOUNTAIN STANDARD" 193 EAST GORE CREEK DRIVE VAIL, CO 81657 GORE CREEK TENANT RENOVATION 6/ 2 0 / 2 0 1 2 6/ 2 5 / 2 0 1 2 6/ 2 9 / 2 0 1 2 7/ 2 3 / 2 0 1 2 7/ 3 0 / 2 0 1 2 8/ 2 / 2 0 1 2 8/ 6 / 2 0 1 2 8/ 3 1 / 2 0 1 2 8/ 3 1 / 1 2 1321110KTWall Mount In SS BoxSS Wall Mount Box 1 Light1 Fan Exhaust O n F i r e , F a n s O n / O f f T h e r m o s t a t i c a l l y , L i g h t s o u t f i r Ex h a u s t Ex h a u s t Su p p l y 33 2. 0 0 0 3. 0 0 0 7. 5 0 0 20 8 20 8 20 8 6. 2 9. 5 20 . 0 NO.TAGPACKAGE #LOCATIONSWITCHESLOCATIONQUANTITY OP T I O N FA N S C O N T R O L L E D TY P E H. P . VO L T FL A ST-01SW-01 FA N S W I T C H E S LI G H T A N D LIG H T S O N FA N S O N PU S H TU R N LIF T AN D LIG H T S A U T O FA N S A U T O EX H A U S T H O O D C O N T R O L S 12 " 18 " AT T E N T I O N E L E C T R I C I A N FIR E S Y S T E M M U S T B E A R M E D EN S U R E P R O P E R F A N AN D M I C R O S W I T C H W I R E D T O OP E R A T I O N BK BKMT-01T2 T1T3L2L3L1 1CB-01 2345678109111213151416 MODELT3JOB NUMBERDRAWING NUMBER JOB NAME17DATE1918212022TR-01 BKBK GRCNCFSC-01 G A 5S2 34 2 TS-02MA-012345678 SPARKPLUG TR-03L1L2FR-01 VA-01 ST-011413BLYWTR-04 BRWH VA-02VA-03231TS-05 BKGRLabelDescriptionLocationComponent IdentificationWHWHWHWHWHWHWHBK T1T2 OL-01239596OL-01 15717N23BKBKORBKBKGYBRWH6PS-01CNOCPS-02NCBKORTS-03 NOCNCGR LTS-01RDBKORSENSOR91615MT-02SW-03 **S1S3 11511524 208 BKBK BKBLYWORNC Installed Options11BKS17BK614ORBKRDBKGYST-01A2A1 NORST-01A2 115WHA1WH BKRE-10-1CNCORRE-1024VAC Coil - Signal From Condenser"Call For Cooling Interlock"27BK28WHLOW FIRE STARTAMPLIFIER 10BK2(LINE 4)10AWBLBORBKRRDWIRE COLOR NOTES BR 21BK BKBK CONNECT POWER TO THE DROP DROP FOR DISCONNECT CONNECTION !ATTENTION ELECTRICIAN!IS FACTORY SUPPLIED"CLION" RELAY SOCKET STYLE87COILCOM65NONC4231 125634(NFBUP-S)RDELECTRICAL INFORMATION 12345678910111213141516 JO B N U M B E R MO D E L JO B N A M E DRAWIN G N U M B E R DA T E 171819202122 WIR E C O L O R NO T E S La b e l De s c r i p t i o n Lo c a t i o n Co m p o n e n t I d e n t i f i c a t i o n 23 In s t a l l e d O p t i o n s GR VA - 0 1 B R SW - 0 1 11 BK W BL N WH 11 BK VA - 0 2 RB W GR BK WH NWH GR D C SW - 0 2 NC TI - 0 1 A1 A2 T OR BK WH B1 N TI - 0 1 18 15 SV BL BR OR YW NC SW - 0 3 C RD 24 ' 5 5 7 4 ' 18 ' 4 ( . 1 9 59 + 6 % * To b u i l d i n g dr a i n Fi e l d W i r e d an d P i p e d Fr o m b u i l d i n g wa t e r s u p p l y 0Q T O C N N [ E N Q U G F X C N X G $ 9 Ro o f l i n e N 4 11 9 $ 4 59 + 6 % * # ' 0Q T O C N N [ Q R G P X C N X G +P V G T P C N 9C V G T 5Q N G P Q K F 6+/ ' 4 D T $# SV # PO I N T - T O - P O I N T S U M M A R Y O F D R A I N C O N N E C T I O N 2 Se e a b o v e d e t a i l s . Po w e r C o n n e c t i o n 20 8 / 4 6 0 / 6 0 0 V 3 P H . Ga l - f l e x co n d u i t (in u n i t ) BK Ga l - f l e x co n d u i t (in u n i t ) Dis c o n n e c t Sw i t c h Fa c t o r y wi r i n g Cu s t o m e r su p p l i e d wi r i n g BK WH GR BK RD Cu s t o m e r su p p l i e d wir i n g GR BK Fa c t o r y wi r i n g Di s c o n n e c t Sw i t c h 12 0 V 1 P H . DR A W I N G N U M B E R JO B N U M B E R 24 0 V 1 P H . Ga l - f l e x co n d u i t (i n u n i t ) JO B N A M E Lo c a t i o n Co m p o n e n t I d e n t i f i c a t i o n Cu s t o m e r su p p l i e d wir i n g BK GR Fa c t o r y wi r i n g Di s c o n n e c t Sw i t c h De s c r i p t i o n La b e l MO D E L In s t a l l e d O p t i o n s DA T E WI R E C O L O R NO T E S BR O W N BL A C K BR O W N RT D S E N S O R PR E W I R E P A C K A G E SH I P P E D L O O S E F O R FI E L D I N S T A L L B Y JO B S I T E EL E C T R I C I A N The Temperature Sensor Interlock option complies with IMC 2006 507.2.1.1and NFPA 96 11.1.1 by interlocking with cooking appliances through means of a heat sensor to automatically activate exhaust fans during cooking operations. 16 0 1 7 1 2 MA S T E R D R A W I N G EE M - 4 2 GORE R2 VAIL, CO DENVER OFFICE 6547 South Racine Circle, Suite 1500, Centennial, CO, 80111 PHONE: (720) 570-0981 FAX: (919) 227-5999 EMAIL: reg42@captiveaire.com SH E E T N O . SC A L E : DW G . # : DR A W N DA T E : B Y : RE V I S I O N S www.captiveaire.com ACCORDANCE No. 96 BUILT NFPAWITH INR 3 In s t a l l a t i o n W i r i n g Evap o r a t i v e C o o l e r W i r i n g Direct Fired Heater WiringMOTOR/CONTROL CIRCUIT MCA: 26.2AMOTOR/CONTROL CIRCUIT MOP: 45A SUPPLY 7.5HP-208V-3P-20.0FLACONTACTOR: 100-C23D10OVERLOAD: 193-T1AC21 MOTOR INFO CA P T I V E A I R E S H E E T 4 M3 . 4 BJ H JA H 12 0 4 3 . 0 0 "MOUNTAIN STANDARD" 193 EAST GORE CREEK DRIVE VAIL, CO 81657 GORE CREEK TENANT RENOVATION 6/ 2 0 / 2 0 1 2 6/ 2 5 / 2 0 1 2 6/ 2 9 / 2 0 1 2 7/ 2 3 / 2 0 1 2 7/ 3 0 / 2 0 1 2 8/ 2 / 2 0 1 2 8/ 6 / 2 0 1 2 8/ 3 1 / 2 0 1 2 8/ 3 1 / 1 2 - DO NOT WIRE TO SHUNT TRIP BREAK E R T3L3 L2 L1T2T1 3 PHASET3T2T1GRT1T2T3L1L2L3GRT2T3T13 PHASET3L3L2L1T2T13 PHASET3T2T1GR 12345678910111213141516 JO B N U M B E R DR A W N B Y JO B N A M E DR A W I N G N U M B E R DA T E 171819202122 WI R E C O L O R NO T E S 2324 OR / B L - O R A N G E / B L U E (S T R I P E ) BL / R D - B L U E / R E D (S T R I P E ) RD / G N - R E D / G R E E N (S T R I P E ) WBH1N1 HO O D L I G H T S LI G H T S W I T C H WH BK BR BLWH OR RE D PI L O T FA N SW I T C H HO O D Li g h t s w i t c h a n d f a n s w i t c h m o u n t e d o n t h e f a c e o f t h e h o o d a n d c o n t r o l p a n e l m o u n t e d s e p a r a t e l y t h e n f i e l d wi r e t o t h e c o n t r o l p a n e l a s s h o w n . N1 H1 RE D P I L O T F A N S W I T C H OR BL WH LI G H T S W I T C H BR BK H1 H2 CO N N E C T I O N S I N CO N T R O L P A N E L CO N T R O L P A N E L HO O D T O C O N T R O L P A N E L FI E L D W I R E D S W I T C H E S T O C O N T R O L P A N E L L2L3 L1 TO F A N # 1 FA N BR E A K E R PA N E L , S E E DR A W I N G MO T O R TA B L E F O R BR E A K E R SI Z I N G 3 P H A S E 2 0 8 / 4 6 0 / 5 7 5 V O L T 1 P H A S E 1 1 5 V O L T FN 1 L2 L1 TO F A N # 1 FN 2 TO F A N # 2 1 P H A S E 2 0 8 / 2 3 0 V O L T L4 L3 L2 L1 TO F A N # 2 TO F A N # 1 FA N W I R I N G T O C O N T R O L P A N E L ST A R T E R CO N T A C T O R CO N T A C T O R HO O D L I G H T S B ( N o L i g h t s o u t i n F i r e ) orLS ( L i g h t s o u t i n f i r e ) W BKWH PO W E R F E E D F O R C O N T R O L S A N D L I G H T I N G GR O U N D GN CO N T R O L 12 0 V 1 5 A B R E A K E R BK ST A R T E R TO F A N # 2 A1 A1 CO N T R O L P A N E L BR E A K E R P A N E L N1 B H2 B ( N o L i g h t s o u t i n F i r e ) orLS ( L i g h t s o u t i n f i r e ) 21 3 54 '. ' % 6 4 + % ) # 5 8 # . 8 ' + 0 5 6 # . . ' & $ ; 2 . 7 / $ ' 4 AR 1 H1 N1 CO N T R O L P A N E L EL E C T R I C G A S V A L V E W I T H R E S E T R E L A Y 01 4 / # . . ; % . 1 5 ' & 01 4 / # . . ; 1 2 ' 0 %1 / / 1 0 01 4 / # . . ; % . 1 5 ' & 01 4 / # . . ; 1 2 ' 0 %1 / / 1 0 01 4 / # . . ; % . 1 5 ' & 01 4 / # . . ; 1 2 ' 0 %1 / / 1 0 FS # 1 FS # 2 FS # 3 C1 TR 1 MA N U A L R E S E T RE L A Y MI C R O - S W I T C H E S W I R I N G W H E N M U L T I P L E F I R E S Y S T E M S CO N N E C T E D T O O N E E L E C T R I C A L P A N E L ( 3 S H O W N H E R E ) CO N T R O L P A N E L AR 1 CO N T R O L P A N E L I N S T A L L A T I O N 8 7 6 5423 1 9 11 10 BR O W N BR O W N BL A C K DU C T S T A T W I R I N G F O R F A N S W I T C H O V E R R I D E TE M P E R A T U R E C O N T R O L L E R B A S E RT D S E N S O R NO T E 1 : B U I L D I N G F I R E A L A R M I S T O B E W I R E D T O T H E " A L A R M I N I T I A T I N G S W I T C H " IN S I D E T H E F I R E S Y S T E M A U T O M A N FI R E S Y S T E M M I C R O S W I T C H WI R I N G T O C O N T R O L P A N E L SP A R E F I R E R E L A Y CO N T A C T S (N O T F O R B U I L D I N G FI R E A L A R M ) AN S U L O R PY R O C H E M FI R E S Y S T E M MI C R O S W I T C H MS - 1 NO T E 2 : I F N O F I R E S Y S T E M O N HO O D , J U M P E R C 1 A N D A R 1 TO G E T H E R NE U T R A L CO N T R O L P A N E L 12 0 V A C S H U N T T R I P BR E A K E R W I R I N G BL PRRDPRRD BK BRBLRD AR 2 TR 2 C2 TR 1 AR 1 C1 AR 3 C3 TR 3 SH U N T T R I P N1 WH BK SH O W N H E R E W I T H T E M P C O N T R O L L E R RE M O V E D T O E X P O S E T E R M I N A L S LI G H T 12 0 V 1 5 A B R E A K E R N2 H2 EX H - 3 3 20 8 3 9. 5 15 A SU P - 1 3 20 8 7. 5 20 -- EX H - 2 3 20 8 2 6. 2 35 A MO T O R PH VL T HP FL A T A G BR K 16 0 1 7 1 2 MA S T E R D R A W I N G EE M - 4 2 GORE R2 VAIL, CO DENVER OFFICE 6547 South Racine Circle, Suite 1500, Centennial, CO, 80111 PHONE: (720) 570-0981 FAX: (919) 227-5999 EMAIL: reg42@captiveaire.com SH E E T N O . SC A L E : DW G . # : DR A W N DA T E : B Y : RE V I S I O N S www.captiveaire.com ACCORDANCE No. 96 BUILT NFPAWITH INR CA P T I V E A I R E S H E E T 5 M3 . 5 BJ H JA H 12 0 4 3 . 0 0 "MOUNTAIN STANDARD" 193 EAST GORE CREEK DRIVE VAIL, CO 81657 GORE CREEK TENANT RENOVATION 6/ 2 0 / 2 0 1 2 6/ 2 5 / 2 0 1 2 6/ 2 9 / 2 0 1 2 7/ 2 3 / 2 0 1 2 7/ 3 0 / 2 0 1 2 8/ 2 / 2 0 1 2 8/ 6 / 2 0 1 2 8/ 3 1 / 2 0 1 2 8/ 3 1 / 1 2 Mechanical SpecificationsGeneral1.Immediately notify the Engineer of any discrepancies.2.It shall be assumed that all subcontractors are experienced and thoroughly knowledgeable in their respective areas of the constructionindustry and shall perform in a responsible manner in an appropriate construction sequence.3.Do not scale drawings. Verify dimensions in field prior to commencement of work.4.It is the intent of these drawings and specifications to establish a standard of quality. The Engineer reserves the right to take exceptions toapprove methods and materials not reflected herein.5.Failure to order, or release order, for materials and/or equipment will not be accepted as a reason to substitute alternate materials, equipment,or installation methods.6.Work shall be performed in a workmanlike manner to the satisfaction of the Architect & the Engineer.7.Labor, materials, and equipment shall conform to the latest applicable editions of local, State of Colorado, and National Codes andordinances. If conflict between those publications exists, the most stringent requirement shall apply.8.Provide record drawings to architect. Drawings shall include all addendum items, change orders, alterations, re-routings, etc.9.The drawings show the intent of the mechanical systems but do not show all details required. It is the responsibility of the Contractors toinstall complete & operable systems, which conform to the manufacturers' installations instructions & industry standards.10.Systems shall be tested for proper operation. If tests show work is defective, Contractor shall make corrections necessary at no cost toOwner.11.It is the Contractors' and manufacturers' responsibility to assure themselves that the code authorities will approve any product to be installedon the project.12.Systems shall be professionally labeled. Piping shall be labeled with color coded commercial grade labels indicating piping service and flowdirection. Equipment, pumps and valves shall be labeled with engraved plastic or metal tags and an equipment/valve schedule shall beprovided and mounted on the mechanical room wall. Equipment labels shall follow the same nomenclature as the mechanical drawings.13.Mechanical Contractor to make final connections to kitchen equipment.14.See architectural reflected ceiling plan for all ceiling penetrations.15.Coordinate architectural, structural, electrical, fire protection, and interior design drawings with mechanical drawings prior to installation.16.Offset piping, ductwork, etc. as necessary to accommodate structure, beams, columns, and existing equipment.Electrical17.Contractor must carefully verify electrical service voltage and phase available before ordering any equipment.18.The following are to be furnished by MC and wired by EC: equipment motors, magnetic starters, line voltage thermostats, factory disconnectswitches (if specified as part of factory wired equipment) resistance heaters, fire and smoke detectors.19.The following are to be furnished and wired by EC: occupancy sensors, disconnect switches, thermal overload switches, manual operatingswitches and contactors.20.The following are to be furnished and wired by MC: low voltage thermostats, control transformers, control relays, control panels, motorizedvalves, motorized dampers, pilot lights, multi-speed switches and interlocks.Shop Drawings21.Submit entire HVAC and plumbing shop drawing submittal data at one time. Submittal to be bound in three-ring binders, indexed in a neatand orderly manner. Partial submittals will not be accepted. Submittals shall include, but not be limited to: equipment, fixtures, insulation,diffusers, pumps, fans, piping, and valves.Remodel, Demolition & Unforeseen Conditions22.Visit site prior to bid and verify the conditions. Include in the bid, costs required to make work meet existing conditions, whether indicatedor not.23.Provide mechanical demolition required. Refer to architectural demolition drawings for location and extent of demolition required. Visit siteprior to bid to determine extent of work involved. Provide labor and materials as required to maintain and/or restore continuity of service toexisting systems.24.In as much as design for remodel, renovation and/or rehabilitation requires that certain assumptions be made regarding existing conditionsand because some of these assumptions cannot be verified without destroying otherwise adequate or serviceable portions of the building, theEngineer cannot assure the Owner or the Contractor that the professional consulting services herein encompass all contingencies. Fieldcoordination during construction is imperative. Contractors bidding this work must make reasonable allowances for unseen conditions andshould include associated allowances in their bids noted as such.25.Field verify locations of all existing piping, equipment, ductwork, etc.26.All ductwork, diffusers, and equipment shown on this plan are new, except where noted.27.All new ductwork, piping, equipment, etc. is shown with dark lineweight. All existing ductwork, piping, equipment, etc. is shown with lightlineweight.Insulation28.Insulate all new heating water, domestic hot water, domestic hot water recirculation, radiant floor (mains and runouts to areas being heated)DQGVQRZPHOWSLSLQJPDLQVDQGUXQRXWVWRDUHDVEHLQJKHDWHGZLWK$UPDFHOOFORVHGFHOOIRDPLQVXODWLRQ´RQPDLQVRQUXQRXWV29.Insulation shall be installed under all radiant heated floors on slab. Insulation shall have a minimum R-value of 15 at a mean testingtemperature of 75 F.30.Insulation shall be installed under all exterior snowmelt areas. Insulation shall be Dow Styrofoam Highload 40 extruded polystyrene foamboard insulation that has an R-5 per inch insulation value, 40 psi compressive strength rating, and 2" thick. Insulation installed under trafficareas must be traffic rated.31.Insulation for all types of piping shall be carried full size through pipe hangers or pipes shall be supported with vibration clamps.32.Internally line all new ductwork inside the thermal envelope (unless noted otherwise) with 1/2" thick, 2.0 PCF, U.L. rated, glass fiberinsulation with a continuous vapor barrier.33.,QVXODWHWUDQVIHUGXFWVZLWK´WKLFN3&)JODVVILEHUGXFWOLQHU2ZHQV&RUQLQJ$HURIOH[RUHTXLYDOHQWPiping34.Domestic Hot, Cold, and Recirculation piping inside building - Buried lines, PEX tubing (no oxygen diffusion barrier necessary).Non-buried lines, type 'L' copper water tube, wrought copper fittings and no lead solder.35.Waste lines and Vent lines may be Schedule 40 ABS-DWV plastic pipe and fittings (ASTM D2661) or Schedule 40 PVC-DWV plastic pipeand fittings (ASTM D2665). All pipe and fittings shall bear NFS-DWV mark and shall be joined with solvent weld joints as recommendedby the manufacturer.36.Waste piping from KD-1 kettle drain to Grease Interceptor inlet shall be cast iron.37.Heating Water piping and snowmelt mains - Piping may be type 'L' copper, wrought copper fittings, and no lead solder.38.PEX piping shall be supported by continuous cradles supplied by the manufacturer. 39 . Ga s P i p i n g - S c h e d u l e 4 0 b l a c k s t e e l p i p e , 1 5 0 l b . m a l l e a b l e i r o n s c r e w e d f i t t i n g s o n a b o v e g r o u n d p i p e , w e l d e d f i t t i n g s w i t h a l l p i p i n g co a t e d a n d w r a p p e d o n b u r i e d p i p e . W e l d e d g a s p i p i n g s h a l l b e p r e s s u r e t e s t e d a t a m i n i m u m o f 6 0 p s i p e r T o w n o f V a i l a m e n d m e n t t o t h e 20 0 9 I F G C , s e c t i o n 4 0 6 . 4 . 1 . C S S T p i p e i s p r o h i b i t e d e n t i r e l y . 40 . Fo r c o m m e r c i a l k i t c h e n g a s a p p l i a n c e s , u s e " S a f e - T - L i n k " g a s c o n n e c t o r k i t s w i t h s t a i n l e s s s t e e l b r a i d a n d e x t r u d e d c o a t i n g , q u i c k di s c o n n e c t , b a l l v a l v e a n d r e s t r a i n i n g c a b l e p e r c o d e , f o r a l l c o n n e c t i o n s t o u n d e r t h e h o o d t h a t a r e m o v e a b l e ( w h e e l s ) . 41 . Ga s V a l v e s - L u b r i c a t e d p l u g v a l v e 1 7 5 l b . W . O . G . i r o n s c r e w e d o r f l a n g e d . 42 . Co p p e r p i p e V a l v e s a n d S p e c i a l t i e s : Ga t e V a l v e s : Br o n z e , C l a s s 1 2 5 , 2 0 0 l b . W . O . G . Ba l l V a l v e s : Br o n z e , C l a s s 1 2 5 , 2 0 0 l b . W . O . G . Ch e c k V a l v e s : Br o n z e , C l a s s 1 2 5 , 2 0 0 l b . W . O . G . Ba l a n c i n g V a l v e s : 12 5 p s i g w . p . f o r 2 5 0 F s e r v i c e t i g h t s h u t - o f f , I l l i n o i s d u a l - p u r p o s e , b a l a n c i n g / s h u t - o f f v a l v e , Ho f f m a n , S a r c o , o r e q u i v a l e n t . 43 . Re f e r t o F i x t u r e C o n n e c t i o n S c h e d u l e f o r p i p e s i z e s t o i n d i v i d u a l f i x t u r e s . 44 . Su p p o r t p i p e w i t h r o d a n d c l e v i s o r c l a m p s . N o p i p e t a p e a l l o w e d . 45 . Pr o v i d e e x p a n s i o n j o i n t s o r l o o p s o n a l l h e a t i n g w a t e r p i p i n g r u n s i n e x c e s s o f 5 0 ' . 46 . Di e l e c t r i c U n i o n s - F u r n i s h a n d i n s t a l l a d i e l e c t r i c u n i o n a t a l l c o n n e c t i o n s w h e r e n o n - f e r r o u s m a t e r i a l i s i n c o n t a c t w i t h f e r r o u s m a t e r i a l a n d fl u i d i s n o t p r o t e c t e d w i t h c o r r o s i o n i n h i b i t o r s . 47 . *U D G H D Q G Y D O Y H D O O K H D W L Q J Z D W H U S L S L Q J Z L W K ô ´ K R V H H Q G Y D O Y H V W R S H U P L W G U D L Q D J H R I W K H V \ V W H P 9 H Q W D O O K L J K S R L Q W V L Q H T X L S P H Q W U R R P V as n e c e s s a r y w i t h a u t o m a t i c a i r v e n t s p i p e d t o c o n v e n i e n t d r a i n . A l l h i g h p o i n t s i n s y s t e m o u t s i d e o f e q u i p m e n t r o o m s w i t h m a n u a l a i r v e n t s as r e q u i r e d t o r e l i e v e a i r i n t h e s y s t e m . 48 . Pr o v i d e p l a s t i c g r o m m e t s o n a l l h e a t i n g w a t e r p i p i n g p a s s i n g t h r o u g h w o o d j o i s t s a n d s t u d s . 49 . In s t a l l p l u m b i n g c l e a n - o u t s a s r e q u i r e d b y a p p l i c a b l e c o d e s . Du c t w o r k 50 . In s t a l l a l l d u c t w o r k a s h i g h a n d t i g h t t o c o n c r e t e c e i l i n g a s p o s s i b l e t o m a x i m i z e a v a i l a b l e c e i l i n g h e i g h t . 51 . Du c t s i z e s s h o w n o n d r a w i n g s a r e o u t s i d e ( s h e e t m e t a l ) d u c t d i m e n s i o n s . 52 . Al l d u c t w o r k s h a l l b e s e a l e d a i r t i g h t w i t h d u c t m a s t i c . D u c t t a p e i s p r o h i b i t e d . 53 . Pr o v i d e 1 / 4 " g a l v a n i z e d m e s h s c r e e n o n a l l c o m b u s t i o n a i r d u c t s o r o p e n i n g s . 54 . Se a l a l l d u c t w o r k j o i n t s a n d v a p o r b a r r i e r p e n e t r a t i o n s a t a l l e x t e r i o r w a l l s . 55 . Du c t s a n d p i p i n g p e n e t r a t i n g t h r o u g h r o o f s h a l l h a v e r o o f f l a s h i n g w i t h c a u l k t y p e c o u n t e r f l a s h i n g s l e e v e o r b y m e t h o d a c c e p t a b l e b y ro o f i n g m a n u f a c t u r e r . I n s t a l l a t i o n s h a l l b e w a t e r t i g h t . 56 . Pr o v i d e b a c k d r a f t d a m p e r s a t a n y a n d a l l d u c t w o r k p e n e t r a t i o n s t h r o u g h e x t e r i o r w a l l ( e x c e p t o u t s i d e a i r a n d c o m b u s t i o n a i r d u c t w o r k ) . 57 . Pr o v i d e t u r n i n g v a n e s i n a l l m i t e r e d r e c t a n g u l a r e l b o w s . 58 . Pr o v i d e v o l u m e d a m p e r s a t a l l a c c e s s i b l e r o u n d d u c t t a k e - o f f s . 59 . Al l d u c t w o r k o r s u r f a c e s w h i c h a r e v i s i b l e b e h i n d a g r i l l e , r e g i s t e r , d i f f u s e r o r l o u v e r s h a l l b e p a i n t e d f l a t b l a c k . 60 . Al l d u c t s s h a l l b e 2 6 g a u g e m i n i m u m . D u c t g a u g e a n d c o n s t r u c t i o n s h a l l c o n f o r m t o S M A C N A H V A C D u c t C o n s t r u c t i o n S t a n d a r d s . 61 . Co n t r a c t o r t o c o o r d i n a t e e x a c t l o c a t i o n o f g r i l l e s a n d r e g i s t e r s b e f o r e i n s t a l l a t i o n . 62 . Se a l o f f a l l d u c t s d u r i n g c o n s t r u c t i o n . Vi b r a t i o n I s o l a t i o n 63 . Wh e r e s p e c i f i e d , d u c t - t o - f a n c o n n e c t i o n s s h a l l b e m a d e w i t h f l e x i b l e c a n v a s d u c t c o n n e c t o r m a t e r i a l . P r o v i d e d u c t a l i g n m e n t w i t h i n 1 / 2 " a t th e f a n c o l l a r a n d d u c t c o l l a r . 64 . Wh e r e s p e c i f i e d , s p r i n g v i b r a t i o n i s o l a t o r s f o r s u p p o r t o f e q u i p m e n t s h a l l b e p r o p e r l y a l i g n e d s o t h a t s u p p o r t r o d d o e s n o t c o n t a c t s p r i n g ho u s i n g . Ty p e I G r e a s e E x h a u s t D u c t w o r k 65 . Ty p e I g r e a s e e x h a u s t d u c t w o r k s h a l l s l o p e n o t l e s s t h a n o n e - f o u r t h u n i t v e r t i c a l i n 1 2 u n i t s h o r i z o n t a l t o w a r d t h e h o o d o r t o w a r d a n ap p r o v e d g r e a s e r e s e r v o i r . 66 . Du c t s e x p o s e d t o t h e o u t s i d e a t m o s p h e r e o r s u b j e c t t o a c o r r o s i v e e n v i r o n m e n t s h a l l b e p r o t e c t e d a g a i n s t c o r r o s i o n i n a n a p p r o v e d m a n n e r . 67 . Gr e a s e d u c t s e r v i n g T y p e I h o o d s s h a l l b e c o n s t r u c t e d o f s t e e l n o t l e s s t h a n 0 . 0 5 5 i n c h ( N o . 1 6 G a g e ) i n t h i c k n e s s o r s t a i n l e s s s t e e l n o t l e s s th a n 0 . 0 4 4 i n c h ( N o . 1 8 G a g e ) i n t h i c k n e s s . 68 . Ma k e u p a i r d u c t s c o n n e c t i n g t o o r w i t h i n 1 8 i n c h e s o f T y p e I h o o d s s h a l l h a v e i n s u l a t i o n t h a t i s n o n c o m b u s t i b l e o r l i s t e d f o r t h e a p p l i c a t i o n . 69 . Jo i n t s , s e a m s a n d p e n e t r a t i o n s o f g r e a s e d u c t s s h a l l b e m a d e w i t h a c o n t i n u o u s l i q u i d - t i g h t w e l d m a d e o n t h e e x t e r n a l s u r f a c e o f t h e d u c t sy s t e m . I n t e r n a l w e l d i n g o r b r a z i n g s h a l l b e g r o u n d s m o o t h . P e n e t r a t i o n s n o t w e l d e d s u c h a s a c c e s s d o o r s s h a l l s e a l e d b y d e v i c e s l i s t e d f o r th e a p p l i c a t i o n . 70 . Du c t j o i n t s s h a l l b e b u t t j o i n t s o r o v e r l a p p i n g d u c t j o i n t s o f e i t h e r t h e t e l e s c o p i n g o r b e l l t y p e . O v e r l a p p i n g j o i n t s s h a l l b e i n s t a l l e d t o p r e v e n t le d g e s a n d o b s t r u c t i o n s f r o m c o l l e c t i n g g r e a s e o r i n t e r f e r i n g w i t h g r a v i t y d r a i n a g e t o t h e i n t e n d e d c o l l e c t i o n p o i n t . 71 . Du c t - t o - e x h a u s t f a n c o n n e c t i o n s h a l l b e f l a n g e d , g a s k e t e d , a n d b o l t e d . 72 . Gr e a s e d u c t b r a c i n g a n d s u p p o r t s s h a l l b e o f n o n c o m b u s t i b l e m a t e r i a l s e c u r e l y a t t a c h e d t o t h e s t r u c t u r e a n d d e s i g n e d t o c a r r y g r a v i t y l o a d s wi t h i n t h e s t r e s s l i m i t a t i o n s o f t h e I n t e r n a t i o n a l B u i l d i n g C o d e . B o l t s , s c r e w s , r i v e t s a n d o t h e r m e c h a n i c a l f a s t e n e r s s h a l l n o t p e n e t r a t e d u c t wa l l s . 73 . *U H D V H G X F W V K D O O E H Z U D S S H G Z L W K W Z R O D \ H U V R I ´ W K L F N I L U H Z U D S V \ V W H P 0 ) L U H % D U U L H U ' X F W : U D S W K D W K D V E H H Q W H V W H G L Q ac c o r d a n c e w i t h A S T M E 8 1 4 a n d A S T M E 2 3 3 6 . W r a p s h a l l b e i n s t a l l e d i n s t r i c t a c c o r d a n c e w i t h m a n u f a c t u r e r ' s w r i t t e n i n s t r u c t i o n s a n d sh a l l b e p r o t e c t e d w h e r e s u b j e c t t o p h y s i c a l d a m a g e . C l e a r a n c e t o c o m b u s t i b l e s f o r d u c t w r a p i s z e r o i n c h e s . 74 . Un w r a p p e d g r e a s e d u c t a n d e x h a u s t e q u i p m e n t s e r v i n g T y p e I h o o d s s h a l l h a v e a c l e a r a n c e t o c o m b u s t i b l e s o f n o t l e s s t h a n 1 8 i n c h e s , a n d sh a l l h a v e a c l e a r a n c e t o n o n c o m b u s t i b l e c o n s t r u c t i o n a n d g y p s u m w a l l b o a r d a t t a c h e d t o n o n c o m b u s t i b l e s t r u c t u r e s o f n o t l e s s t h a n 3 i n c h e s . 75 . Du c t s y s t e m s s e r v i n g T y p e I h o o d s s h a l l b e c o n s t r u c t e d a n d i n s t a l l e d s o t h a t g r e a s e c a n n o t c o l l e c t i n a n y p o r t i o n t h e r e o f , a n d t h e s y s t e m s h a l l sl o p e n o t l e s s t h a n o n e q u a r t e r i n c h p e r l i n e a r f o o t t o w a r d t h e h o o d . 76 . Cl e a n o u t s s h a l l b e e q u i p p e d w i t h t i g h t - f i t t i n g d o o r s c o n s t r u c t e d o f s t e e l h a v i n g a t h i c k n e s s g r e a t e r t h a n o r e q u a l t o t h e d u c t . D o o r s s h a l l b e eq u i p p e d w i t h a s u b s t a n t i a l m e t h o d o f l a t c h i n g , s u f f i c i e n t t o h o l d t h e d o o r t i g h t l y c l o s e d . D o o r s s h a l l b e d e s i g n e d s o t h a t t h e y a r e o p e r a b l e wi t h o u t t h e u s e o f a t o o l . D o o r a s s e m b l i e s , i n c l u d i n g a n y f r a m e s a n d g a s k e t i n g , s h a l l b e a p p r o v e d f o r t h e p u r p o s e , a n d s h a l l n o t h a v e fa s t e n e r s t h a t p e n e t r a t e t h e d u c t . L i s t e d a n d l a b e l e d a c c e s s d o o r a s s e m b l i e s s h a l l b e i n s t a l l e d i n a c c o r d a n c e w i t h t h e t e r m s o f t h e l i s t i n g . A si g n s h a l l b e p r o v i d e d o n a c c e s s o p e n i n g p a n e l s w i t h w o r d i n g a s f o l l o w s : " A C C E S S P A N E L . D O N O T O B S T R U C T . " 77 . Gr e a s e d u c t p e n e t r a t i o n t h r o u g h f i r e - r a t i n g s s h a l l b e p r o t e c t e d w i t h a t h r o u g h - p e n e t r a t i o n f i r e s t o p s y s t e m s u c h a s t h e t w o l a y e r s o f t h e 3 M Fi r e B a r r i e r D u c t W r a p 1 5 A t h a t i s c l a s s i f i e d i n a c c o r d a n c e w i t h A S T M E 8 1 4 a n d h a s a n " F " a n d " T " r a t i n g e q u a l t o t h e f i r e - r e s i s t a n c e ra t i n g o f t h e a s s e m b l y b e i n g p e n e t r a t e d . E x p o s e d d u c t w r a p s y s t e m s s h a l l b e p r o t e c t e d w h e r e s u b j e c t t o p h y s i c a l d a m a g e . 78 . Co n t r a c t o r s h a l l p e r f o r m g r e a s e d u c t t e s t s p e r 2 0 0 9 I M C 5 0 6 . 3 . 2 . 5 . 79 . Co n t r a c t o r s h a l l p e r f o r m p e r f o r m a n c e t e s t i n g p e r 2 0 0 9 I M C 5 0 7 . 1 6 , i n t h e p r e s e n c e o f t h e E n g i n e e r a n d t h e C h i e f B u i l d i n g O f f i c i a l . Co n t r o l s 80 . Mo u n t a l l t h e r m o s t a t s 5 ' - 0 " a b o v e f i n i s h e d f l o o r . T h e r m o s t a t s & r e m o t e t e m p e r a t u r e s e n s o r s s h a l l n o t b e i n s t a l l e d a b o v e h e a t e m i t t i n g eq u i p m e n t , i n c l u d i n g w a l l m o u n t e d t o u c h s c r e e n c o n t r o l s . D o n o t m o u n t o n e x t e r i o r w a l l s o r a b o v e / b e l o w f o r c e d a i r s u p p l y r e g i s t e r s . 81 . Al l t h e r m o s t a t s s h a l l h a v e a t e m p e r a t u r e r a n g e s u i t a b l e f o r t h e a p p l i c a t i o n a n d h a v e a d j u s t a b l e s e t p o i n t s . T h e t h e r m o s t a t s s h a l l b e a b l e t o di s p l a y t e m p e r a t u r e s e t p o i n t a n d r o o m t e m p e r a t u r e . A l l t h e r m o s t a t s s h a l l b e a p p r o v e d b y t h e O w n e r . 82 . Se e S e q u e n c e o f O p e r a t i o n f o r a d d i t i o n a l c o n t r o l i n f o r m a t i o n . Ba l a n c i n g 83 . Ai r a n d w a t e r f l o w s m u s t b e b a l a n c e d , a n d f a n b e l t s , p u m p s , a n d d r i v e s y s t e m s a d j u s t e d a s r e q u i r e d . B a l a n c e C o n t r a c t o r s h a l l f u r n i s h su b s e q u e n t a i r b a l a n c e s a f t e r a c c e p t a n c e o f t h e b u i l d i n g . Ra d i a n t F l o o r H e a t i n g 84 . Ra d i a n t t u b i n g s h a l l b e 1 / 2 " n o m i n a l d i a m e t e r . T u b i n g s h a l l b e P E X - a c r o s s l i n k e d p o l y e t h y l e n e w i t h a n o x y g e n d i f f u s i o n b a r r i e r , ma n u f a c t u r e d b y t h e E n g l e m e t h o d . 85 . Pi p i n g s h a l l b e i n s t a l l e d i n c o n t i n u o u s l o o p s , n o s p l i c e s a l l o w e d . T u b e c e n t e r s a n d t h e m a x i m u m l o o p l e n g t h s a r e s p e c i f i e d i n t h e R a d i a n t Zo n e S c h e d u l e o n t h e p l a n s . 86 . Tu b i n g l o o p s o f f e a c h m a n i f o l d s h a l l b e i n s t a l l e d i n e q u i v a l e n t l e n g t h s ( + / - 5 % ) . 87 . Th e C o n t r a c t o r s h a l l i n s t a l l m a n i f o l d s a s p r o v i d e d b y t h e t u b i n g m a n u f a c t u r e r . T h e m a n i f o l d s s h a l l c o n s i s t o f a r e t u r n h e a d e r ( i n c l u d i n g : ba l a n c i n g v a l v e f o r e a c h l o o p , c o m p r e s s i o n f i t t i n g t o r e c e i v e t u b e s a n d a i r v e n t ) a n d s u p p l y h e a d e r ( i n c l u d i n g : m a n u a l s h u t - o f f v a l v e f o r e a c h lo o p a n d c o m p r e s s i o n f i t t i n g t o r e c e i v e t u b e s ) . Sn o w m e l t 88 . Sn o w m e l t t u b i n g s h a l l b e 5 / 8 " n o m i n a l d i a m e t e r . T u b i n g s h a l l b e P E X - a c r o s s l i n k e d p o l y e t h y l e n e w i t h a n o x y g e n d i f f u s i o n b a r r i e r , ma n u f a c t u r e d b y t h e E n g l e m e t h o d i n a c c o r d a n c e w i t h A S T M F 8 7 6 . 89 . Pi p i n g s h a l l b e i n s t a l l e d i n c o n t i n u o u s l o o p s , n o s p l i c e s a l l o w e d . T u b e c e n t e r s a n d t h e m a x i m u m l o o p l e n g t h s a r e s p e c i f i e d i n t h e S n o w m e l t Zo n e S c h e d u l e o n t h e p l a n s . 90 . Tu b i n g l o o p s o f f e a c h m a n i f o l d s h a l l b e i n s t a l l e d i n e q u i v a l e n t l e n g t h s ( + / - 5 % ) . 91 . Th e C o n t r a c t o r s h a l l i n s t a l l m a n i f o l d s a s p r o v i d e d b y t h e t u b i n g m a n u f a c t u r e r . T h e m a n i f o l d s s h a l l c o n s i s t o f a r e t u r n h e a d e r ( i n c l u d i n g : ba l a n c i n g v a l v e f o r e a c h l o o p , c o m p r e s s i o n f i t t i n g t o r e c e i v e t u b e s a n d a i r v e n t ) a n d s u p p l y h e a d e r ( i n c l u d i n g : m a n u a l s h u t - o f f v a l v e f o r e a c h lo o p a n d c o m p r e s s i o n f i t t i n g t o r e c e i v e t u b e s ) . 92 . Se c u r e p i p i n g i n s n o w m e l t a r e a s b y a t t a c h i n g t u b i n g t o w i r e m e s h u s i n g p l a s t i c t i e s t r a p s , e v e r y 3 ' o n s t r a i g h t r u n s a n d a t a p e x o f t u r n f o r a n y ch a n g e o f d i r e c t i o n . N o m e t a l w i r i n g s h a l l b e u s e d . 93 . Sn o w m e l t s y s t e m s h a l l b e p r e s s u r e t e s t e d i n a c c o r d a n c e w i t h t u b i n g m a n u f a c t u r e r ' s i n s t r u c t i o n s a s r e q u i r e d f o r w a r r a n t y p r o t e c t i o n . I n t h e ab s e n c e o f m a n u f a c t u r e r ' s i n s t r u c t i o n , p r e s s u r i z e t h e e n t i r e s n o w m e l t s y s t e m w i t h c o m p r e s s e d a i r . C h a r g e s y s t e m t o a p r e s s u r e o f n o t l e s s th a n 8 0 p s i g o r m o r e t h a n 1 0 0 p s i g . P r e s s u r e t e s t s h a l l l a s t f o r 2 4 h o u r s w i t h n o t l e s s t h a n a 2 p s i g d r o p . W i t h s y s t e m a i r c h a r g e d , s o a p t e s t al l j o i n t o n a n d w i t h i n t h e m a n i f o l d s . A f t e r h y d r o s t a t i c t e s t p r e s s u r e h a s b e e n a p p l i e d , e x a m i n e p i p i n g , j o i n t s a n d c o n n e c t i o n s f o r l e a k a g e . El i m i n a t e a n y l e a k s a s n e c e s s a r y & r e - t e s t . A n y p o r t i o n o f t u b i n g l a y o u t t h a t r i s e s a s a r e s u l t o f b e i n g p r e s s u r i z e d s h a l l b e r e - s e c u r e d t o b e a t th e p r o p e r l e v e l w i t h i n t h e s l a b s t r u c t u r e w h e n p o u r e d . 94 . En t i r e s n o w m e l t s y s t e m s h a l l b e l e f t p r e s s u r i z e d w i t h m o n i t o r i n g p r e s s u r e g a u g e t h r o u g h o u t i n s t a l l a t i o n o f c o n c r e t e o r s a n d / p a v e r s . Co n t i n u a l l y m o n i t o r p r e s s u r e o n s y s t e m t o m a k e c e r t a i n t u b i n g s y s t e m r e m a i n s i n t a c t w i t h n o l e a k s o r p u n c t u r e s . 95 . Ma n i f o l d s s h a l l b e t a g g e d t o i d e n t i f y a r e a s e r v e d . E a c h c o n n e c t i o n o n s u p p l y & r e t u r n m a n i f o l d s s h a l l b e p e r m a n e n t l y l a b e l e d w i t h l o o p nu m b e r . 96 . Pr i o r t o f i n a l s y s t e m f i l l a n d c o m m i s s i o n i n g , t h e P E X t u b i n g s y s t e m a n d m a n i f o l d s s h a l l b e c h e m i c a l l y c l e a n e d a s p r e s c r i b e d b y t h e t u b i n g ma n u f a c t u r e r . S u p p l y a l l t o o l s , c o n n e c t i o n s , l a b o r , a n d a c c e s s o r i e s n e c e s s a r y t o p r o p e r l y r e m o v e a l l f o r e i g n m a t e r i a l , c h e m i c a l , a n d r e s i d u e wi t h i n t h e t u b i n g s y s t e m b e f o r e p e r m a n e n t l y c h a r g i n g s y s t e m a n d p l a c i n g i n t o o p e r a t i o n . 97 . Af t e r e n t i r e s y s t e m h a s b e e n p r o p e r l y c l e a n e d a n d f l u s h e d , f i l l s y s t e m w i t h c l e a n w a t e r t o p r o p e r c o l d f i l l p r e s s u r e . A d d 5 0 % p r o p y l e n e gl y c o l , b y v o l u m e , t o t h e s n o w m e l t s y s t e m u s i n g a p o s i t i v e d i s p l a c e m e n t p u m p . A n t i f r e e z e f l u i d s h a l l i n c l u d e c o r r o s i o n i n h i b i t o r s . P u r g e ea c h i n d i v i d u a l l o o p t o e l i m i n a t e a i r p o c k e t s i n t h e s y s t e m . A f t e r p u r g i n g r e m o v e f i l l c o n n e c t i o n t o a n y p o t a b l e w a t e r l i n e s t o p r e v e n t a n y po s s i b i l i t y o f c o n t a m i n a t i o n . Se q u e n c e o f O p e r a t i o n 1. Co m m e r c i a l K i t c h e n V e n t i l a t i o n A. Pr o v i d e c o n t r o l p a n e l f o r a l l K i t c h e n E x h a u s t H o o d s , m o u n t e d r e m o t e l y o n w a l l . P a n e l s h a l l i n t e r l o c k K E F - 1 , K E F - 2 , a n d M A U - 1 a n d au t o m a t i c a l l y c o n t r o l A n s u l s y s t e m . I n t h e c a s e o f f i r e , A n s u l s h a l l b e a c t i v a t e d , M A U - 1 s h a l l b e o f f , K E F - 1 & 2 s h a l l b e o n a n d s o l e n o i d va l v e i n g a s l i n e t o k i t c h e n s h a l l s h u t - o f f . B. KE F - 1 & 2 K i t c h e n E x h a u s t F a n s a. Fa n s s h a l l b e c o n t r o l l e d b y s w i t c h l o c a t e d o n c o n t r o l p a n e l . b. In c l u d e a t e m p e r a t u r e s e n s o r i n t e r l o c k t o c o m p l y w i t h 2 0 0 9 I M C 5 0 7 . 2 . 1 . 1 . E x h a u s t f a n s h a l l a u t o m a t i c a l l y t u r n o n d u r i n g c o o k i n g op e r a t i o n s . C. MA U - 1 G a s D i r e c t - f i r e d M a k e - U p A i r U n i t a. Fa n s h a l l r u n w h e n e v e r e x h a u s t f a n s a r e o n . b. ,Q W H J U D O P R G X O D W L Q J J D V F R Q W U R O Y D O Y H V K D O O P R G X O D W H W R P D L Q W D L Q G L V F K D U J H D L U W H P S H U D W X U H R I ) D G M c. *D V K H D W L Q J V K D O O E H G L V D E O H G D E R Y H ) D G M R X W G R R U D L U W H P S H U D W X U H V d. &R R O L Q J : K H Q R X W V L G H D L U W H P S H U D W X U H V D U H D E R Y H ) Z D W H U V R O H Q R L G Y D O Y H V K D O O R S H Q W R I O R Z W K H H Y D S R U D W L Y H F R R O H U S D G 2. CU H - 1 C a b i n e t U n i t H e a t e r ( H y d r o n i c ) A. 8Q L W V K D O O E H F R Q W U R O O H G E \ O L Q H Y R O W D J H Z D O O P R X Q W H G W K H U P R V W D W V H W D W ) D G M B. Up o n a c a l l f o r h e a t , f a n s h a l l s t a r t . T h e r m o s t a t s h a l l c o n t r o l f a n o n l y a s t h e r e i s n o c o n t r o l v a l v e . 3. CU H - 2 C a b i n e t U n i t H e a t e r ( E l e c t r i c ) A. 8Q L W V K D O O E H F R Q W U R O O H G E \ O L Q H Y R O W D J H W K H U P R V W D W V H W D W ) D G M 4. HC - 1 H e a t i n g C o i l A. 7H P S H U D W X U H V H Q V R U P R X Q W H G L Q V X S S O \ D L U G X F W V K D O O P R G X O D W H W Z R Z D \ F R Q W U R O Y D O Y H W R P D L Q W D L Q G L V F K D U J H D L U W H P S H U D W X U H R I ) D G M B. HC - 1 s h a l l b e d i s a b l e d w h e n e v e r t h e r e i s a c a l l f o r c o o l i n g f r o m d i n i n g r o o m t h e r m o s t a t . 5. TE F - 1 T o i l e t E x h a u s t F a n A. TE F - 1 t o i l e t e x h a u s t f a n s h a l l b e i n t e r l o c k e d w i t h t w o o c c u p a n c y s e n s o r s ( f u r n i s h e d a n d w i r e d b y E C ) , o n e l o c a t e d i n t h e H a l l o u t s i d e o f th e b a t h r o o m s a n d t h e o t h e r l o c a t e d i n t h e D i s h w a s h i n g a r e a . E a c h o c c u p a n c y s e n s o r s h a l l h a v e a n i n t e g r a l 3 0 m i n u t e d e l a y t i m e r , s o t h a t th e f a n r u n s f o r a m i n i m u m o f 3 0 m i n u t e s w h e n e v e r m o t i o n i s s e n s e d . E i t h e r o c c u p a n c y s e n s o r c a n a c t i v a t e t h e f a n . 6. Ra d i a n t F l o o r A. Up o n a c a l l f o r h e a t i n g f r o m d i n i n g r o o m t h e r m o s t a t , P - 1 r a d i a n t p u m p s h a l l s t a r t . B. 70 9 W K H U P R V W D W L F P L [ L Q J Y D O Y H V K D O O E H V H W I R U ) 7. Sn o w m e l t i n g A. Pr o v i d e ( 1 ) T e k m a r 6 6 7 a u t o m a t i c s n o w m e l t i n g c o n t r o l ( o r e q u a l ) w i t h a T e k m a r 0 9 0 / 0 9 1 s n o w / i c e s e n s o r . B. Up o n a c a l l f o r s n o w m e l t i n g f r o m s n o w / i c e s e n s o r , P - 3 s n o w m e l t p u m p a n d P - 2 h e a t e x c h a n g e r p u m p s h a l l s t a r t . T e k m a r c o n t r o l l e r s h a l l YD U \ V S H H G R I 3 W R P D L Q W D L Q V Q R Z P H O W V X S S O \ W H P S H U D W X U H V H W S R L Q W R I ) D W 7 6 W H P S H U D W X U H V H Q V R U C. 7H N P D U F R Q W U R O V K D O O E H V H W X S I R U : : 6 ' Z D U P Z H D W K H U V K X W G R Z Q D W D S S U R [ L P D W H O \ ) D G M 6 \ V W H P V K D O O Q R W R S H U D W H L I R X W G R R U te m p e r a t u r e i s a b o v e t h i s s e t t i n g . D. 7H N P D U F R Q W U R O V K D O O E H V H W X S I R U & : & 2 F R O G Z H D W K H U F X W R I I D W D S S U R [ L P D W H O \ ) D G M 6 \ V W H P V K D O O Q R W R S H U D W H L I R X W G R R U te m p e r a t u r e i s b e l o w t h i s s e t t i n g . ME C H A N I C A L S P E C I F I C A T I O N S AN D S E Q U E N C E O F O P E R A T I O N M4 . 0 BJ H JA H 12 0 4 3 . 0 0 "MOUNTAIN STANDARD" 193 EAST GORE CREEK DRIVE VAIL, CO 81657 GORE CREEK TENANT RENOVATION 6/ 2 0 / 2 0 1 2 6/ 2 5 / 2 0 1 2 6/ 2 9 / 2 0 1 2 7/ 2 3 / 2 0 1 2 7/ 3 0 / 2 0 1 2 8/ 2 / 2 0 1 2 8/ 6 / 2 0 1 2 8/ 3 1 / 2 0 1 2 8/ 3 1 / 1 2 ME C H A N I C A L E L E V A T I O N S M5 . 0 BJ H JA H 12 0 4 3 . 0 0 "MOUNTAIN STANDARD" 193 EAST GORE CREEK DRIVE VAIL, CO 81657 GORE CREEK TENANT RENOVATION 6/ 2 0 / 2 0 1 2 6/ 2 5 / 2 0 1 2 6/ 2 9 / 2 0 1 2 7/ 2 3 / 2 0 1 2 7/ 3 0 / 2 0 1 2 8/ 2 / 2 0 1 2 8/ 6 / 2 0 1 2 8/ 3 1 / 2 0 1 2 8/ 3 1 / 1 2