Loading...
HomeMy WebLinkAbout DRB140069 PW CommentsP A R C E L A S O U T H F R O N T A G E R D I - 7 0 K I N N I K I N N I C K R D G O R E C R E E K CL I M A T E ZO N E FE N E S T R A T I O N U- F A C T O R SK Y L I G H T U- F A C T O R GL A Z E D FE N E S T R A T I O N SH G C CE I L I N G R- V A L U E WO O D F R A M E WA L L R - V A L U E MA S S W A L L R- V A L U E FL O O R R- V A L U E BA S E M E N T WA L L R - V A L U E SL A B R - V A L U E & D E P T H CR A W L S P A C E WA L L R - V A L U E 6 .3 2 .5 5 NO T RE Q U I R E D 49 20 + 5 (O R 1 3 + 1 0 ) 15 / 2 0 30 15 / 1 9 10 , 4 f t . 15 / 1 9 FR O M T A B L E R 4 0 2 . 1 . 1 - I R C 2 0 1 2 FR O M T A B L E N 1 1 0 2 . 1 . 1 - I E C C 2 0 1 2 IN S U L A T I O N M I N I M A L V A L U E S B Y C O D E a b c d e f e a. Ea g l e C o u n t y l i e s i n c l i m a t e z o n e 6 B . b. Th i s i s a p r e s c r i p t i v e m a x i m u m u - f a c t o r f o r a l l w i n d o w s a n d d o o r s . c. Th i s m e a n s R - 2 0 f o r c a v i t y i n s u l a t i o n + R - 5 f o r e x t e r i o r c o n t i n u o u s in s u l a t i o n . T h e T o w n o f V a i l h a s n o t a d o p t e d t h e a d d i t i o n a l R - 5 a t th i s t i m e . d. Th e s e c o n d R - v a l u e a p p l i e s w h e n m o r e t h a n h a l f t h e i n s u l a t i o n i s on t h e i n t e r i o r o f t h e m a s s w a l l . e. "1 5 / 1 9 " m e a n s R - 1 5 c o n t i n u o u s i n s u l a t i o n o n t h e i n t e r i o r o r ex t e r i o r o f t h e b a s e m e n t w a l l - o r - R - 1 9 c a v i t y i n s u l a t i o n a t t h e in t e r i o r o f t h e b a s e m e n t w a l l ( a c o m b i n a t i o n c a v i t y a n d c o n t i n u o u s mu s t e q u a l R - 1 9 a s w e l l ) . f. R- 5 s h a l l b e a d d e d f o r h e a t e d s l a b s . T h e R - v a l u e s a n d d e p t h di m e n s i o n c a n b e s p r e a d b e t w e e n p e r i m e t e r a n d u n d e r - s l a b lo c a t i o n s . AD D I T I O N A L N O T E S : N1 1 0 2 . 2 . 1 ( R 4 0 2 . 2 . 1 ) C e i l i n g s w i t h a t t i c s p a c e s . Wh e n S e c t o n N 1 1 0 2 . 1 . 1 R - 3 8 s h a l l b e d e e m e d t o s a t i s f y t h e r e q u i r e m e n t f o r R - 4 9 w h e r e v e r t h e fu l l h e i g h t o f u n c o m p r e s s e d R - 3 8 i n s u l a t i o n e x t e n d s o v e r t h e w a l l t o p p l a t e a t t h e e a v e s . N1 1 0 2 . 2 . 2 ( R 4 0 2 . 2 . 2 ) C e i l i n g s w i t h o u t a t t i c s p a c e s . Wh e r e S e c t o n N 1 1 0 2 . 1 . 1 w o u l d r e q u i r e i n s u l a t i o n l e v e l s a b o v e R - 3 0 a n d t h e d e s i g n o f t h e ro o f / c e i l i n g a s s e m b l y d o e s n o t a l l o w s u f f i c i e n t s p a c e f o r t h e r e q u i r e d i n s u l a t i o n , t h e m i n i m u m re q u i r e d i n s u l a t i o n f o r s u c h r o o f / c e i l i n g a s s e m b l i e s s h a l l b e R - 3 0 . T h i s r e d u c t i o n o f i n s u l a t i o n f r o m th e r e q u i r e m e n t s o f S e c t o n N 1 1 0 2 . 1 . 1 s h a l l b e l i m i t e d t o 5 0 0 s q u a r e f e e t ( 4 6 m 2 ) o r 2 0 p e r c e n t o f th e t o t a l i n s u l a t e d c e i l i n g a r e a , w h i c h e v e r i s l e s s . N1 1 0 2 . 2 . 3 ( R 4 0 2 . 2 . 3 ) E a v e b a f f l e . Fo r a i r p e r m e a b l e i n s u l a t i o n s i n v e n t e d a t t i c s , a b a f f l e s h a l l b e i n s t a l l e d a d j a c e n t t o s o f f i t a n d e a v e ve n t s . B a f f l e s s h a l l m a i n t a i n a n o p e n i n g e q u a l o r g r e a t e r t h a n t h e s i z e o f t h e v e n t . T h e b a f f l e s h a l l ex t e n d o v e r t h e t o p o f t h e a t t i c i n s u l a t i o n . T h e b a f f l e s h a l l b e p e r m i t t e d t o b e a n y s o l i d m a t e r i a l . N1 1 0 2 . 2 . 4 ( R 4 0 2 . 2 . 4 ) A c c e s s h a t c h e s a n d d o o r s . Ac c e s s d o o r s f r o m c o n d i t i o n e d s p a c e s t o u n c o n d i t i o n e d s p a c e s ( e . g . , a t t i c s a n d c r a w l s p a c e s ) sh a l l b e w e a t h e r s t r i p p e d a n d i n s u l a t e d t o a l e v e l e q u i v a l e n t t o t h e i n s u l a t i o n o n t h e s u r r o u n d i n g su r f a c e s . A c c e s s s h a l l b e p r o v i d e d t o a l l e q u i p m e n t t h a t p r e v e n t s d a m a g i n g o r c o m p r e s s i n g t h e in s u l a t i o n . A w o o d f r a m e d o r e q u i v a l e n t b a f f l e o r r e t a i n e r i s r e q u i r e d t o b e p r o v i d e d w h e n l o o s e f i l l in s u l a t i o n i s i n s t a l l e d , t h e p u r p o s e o f w h i c h i s t o p r e v e n t t h e l o o s e f i l l i n s u l a t i o n f r o m s p i l l i n g i n t o t h e li v i n g s p a c e w h e n t h e a t t i c a c c e s s i s o p e n e d , a n d t o p r o v i d e a p e r m a n e n t m e a n s o f m a i n t a i n i n g th e i n s t a l l e d R - v a l u e o f t h e l o o s e f i l l i n s u l a t i o n . N1 1 0 2 . 2 . 5 ( R 4 0 2 . 2 . 5 ) M a s s w a l l s . Ma s s w a l l s f o r t h e p u r p o s e s o f t h i s c h a p t e r s h a l l b e c o n s i d e r e d a b o v e - g r a d e w a l l s o f c o n c r e t e bl o c k , c o n c r e t e , i n s u l a t e d c o n c r e t e f o r m ( I C F ) , m a s o n r y c a v i t y , b r i c k ( o t h e r t h a n b r i c k v e n e e r ) , ea r t h ( a d o b e , c o m p r e s s e d e a r t h b l o c k , r a m m e d e a r t h ) a n d s o l i d t i m b e r / l o g s . N1 1 0 2 . 2 . 7 ( R 4 0 2 . 2 . 7 ) F l o o r s . Fl o o r i n s u l a t i o n s h a l l b e i n s t a l l e d t o m a i n t a i n p e r m a n e n t c o n t a c t w i t h t h e u n d e r s i d e o f t h e s u b f l o o r de c k i n g . N1 1 0 2 . 2 . 8 ( R 4 0 2 . 2 . 8 ) B a s e m e n t w a l l s . Wa l l s a s s o c i a t e d w i t h c o n d i t i o n e d b a s e m e n t s s h a l l b e i n s u l a t e d f r o m t h e t o p o f t h e b a s e m e n t w a l l do w n t o 1 0 f e e t ( 3 0 4 8 m m ) b e l o w g r a d e o r t o t h e b a s e m e n t f l o o r , w h i c h e v e r i s l e s s . W a l l s a s s o c i a t e d wi t h u n c o n d i t i o n e d b a s e m e n t s s h a l l m e e t t h i s r e q u i r e m e n t u n l e s s t h e f l o o r o v e r h e a d i s i n s u l a t e d i n ac c o r d a n c e w i t h S e c t i o n s N 1 1 0 2 . 1 . 1 a n d N 1 1 0 2 . 2 . 7 . N1 1 0 2 . 2 . 9 ( R 4 0 2 . 2 . 9 ) S l a b - o n - g r a d e f l o o r s . Sl a b - o n - g r a d e f l o o r s w i t h a f l o o r s u r f a c e l e s s t h a n 1 2 i n c h e s ( 3 0 5 m m ) b e l o w g r a d e s h a l l b e in s u l a t e d i n a c c o r d a n c e w i t h T a b l e N 1 1 0 2 . 1 . 1 . T h e i n s u l a t i o n s h a l l e x t e n d d o w n w a r d f r o m t h e t o p o f th e s l a b o n t h e o u t s i d e o r i n s i d e o f t h e f o u n d a t i o n w a l l . I n s u l a t i o n l o c a t e d b e l o w g r a d e s h a l l b e ex t e n d e d t h e d i s t a n c e p r o v i d e d i n T a b l e N 1 1 0 2 . 1 . 1 b y a n y c o m b i n a t i o n o f v e r t i c a l i n s u l a t i o n , in s u l a t i o n e x t e n d i n g u n d e r t h e s l a b o r i n s u l a t i o n e x t e n d i n g o u t f r o m t h e b u i l d i n g . I n s u l a t i o n e x t e n d i n g aw a y f r o m t h e b u i l d i n g s h a l l b e p r o t e c t e d b y p a v e m e n t o r b y a m i n i m u m o f 1 0 i n c h e s ( 2 5 4 m m ) o f so i l . T h e t o p e d g e o f t h e i n s u l a t i o n i n s t a l l e d b e t w e e n t h e e x t e r i o r w a l l a n d t h e e d g e o f t h e i n t e r i o r sl a b s h a l l b e p e r m i t t e d t o b e c u t a t a 4 5 - d e g r e e ( 0 . 7 9 r a d ) a n g l e a w a y f r o m t h e e x t e r i o r w a l l . N1 1 0 2 . 2 . 1 0 ( R 4 0 2 . 2 . 1 0 ) C r a w l s p a c e w a l l s . As a n a l t e r n a t i v e t o i n s u l a t i n g f l o o r s o v e r c r a w l s p a c e s , c r a w l s p a c e w a l l s s h a l l b e p e r m i t t e d t o b e in s u l a t e d w h e n t h e c r a w l s p a c e i s n o t v e n t e d t o t h e o u t s i d e . C r a w l s p a c e w a l l i n s u l a t i o n s h a l l b e pe r m a n e n t l y f a s t e n e d t o t h e w a l l a n d e x t e n d d o w n w a r d f r o m t h e f l o o r t o t h e f i n i s h e d g r a d e l e v e l a n d th e n v e r t i c a l l y a n d / o r h o r i z o n t a l l y f o r a t l e a s t a n a d d i t i o n a l 2 4 i n c h e s ( 6 1 0 m m ) . E x p o s e d e a r t h i n un v e n t e d c r a w l s p a c e f o u n d a t i o n s s h a l l b e c o v e r e d w i t h a c o n t i n u o u s C l a s s I v a p o r r e t a r d e r i n ac c o r d a n c e w i t h t h i s c o d e . A l l j o i n t s o f t h e v a p o r r e t a r d e r s h a l l o v e r l a p b y 6 i n c h e s ( 1 5 3 m m ) a n d b e se a l e d o r t a p e d . T h e e d g e s o f t h e v a p o r r e t a r d e r s h a l l e x t e n d a t l e a s t 6 i n c h e s ( 1 5 3 m m ) u p t h e s t e m wa l l a n d s h a l l b e a t t a c h e d t o t h e s t e m w a l l . N1 1 0 2 . 2 . 1 1 ( R 4 0 2 . 2 . 1 1 ) M a s o n r y v e n e e r . In s u l a t i o n s h a l l n o t b e r e q u i r e d o n t h e h o r i z o n t a l p o r t i o n o f t h e f o u n d a t i o n t h a t s u p p o r t s a m a s o n r y ve n e e r . 970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONS 3 / 2 4 / 2 0 1 4 9 : 0 7 : 3 1 A M A 0 .0 COVER1350Hoyt-Young Add/Reno Final DRB Review Set 03-20-14Brian Hoyt and Louise Young 2764 South Frontage Road West Vail, ColoradoNo. Description Date 1 En t r y P e r s p e c t i v e 2 ST R E E T V I E W 1 3 ST R E E T V I E W 2 4 RI V E R V I E W 1 5 RI V E R V I E W 2 27 6 4 S o u t h F r o n t a g e R o a d We s t V a i l C o l o r a d o 8 1 6 5 7 St e p h e n s S u b d i v i o n , P a r c e l A Fi n a l D R B R e v i e w S e t 03 - 2 0 - 1 4 WA L L I N S U L A T I O N : T Y P I C A L E X T E R I O R W A L L 5. 5 " B L O W N - I N B A T T ( R - 4 . 2 3 P E R I N C H ) . =R- 2 3 . 2 7 (R - 2 0 M I N ) TY P I C A L E X I S T I N G E X T E R I O R W A L L S T O R E M A I N A R E T O B E I N C R E S E D T O B E F U R R E D 1 . 5 " T O A D D T H E E X I S T I N G 3 . 5 " W A L L T O M A K E A 5 " C A V I T Y F O R I N S U L A T I O N = R - 2 1 . 1 5 T Y P I C A L F O U N D A T I O N W A L L A T L I V I N G S P A C E 4" B L O W N - I N B A T T ( R - 4 . 2 3 P E R I N C H ) . = R- 1 6 . 9 2 2" D R A I N A N D D R Y O N E X T . O F F D N W A L L = R- 1 0 . 0 0 TO T A L W A L L R - V A L U E =R- 2 6 . 9 2 (R - 1 5 M I N a t i n t e r i o r ) T Y P I C A L S L A B E D G E / F R O S T W A L L F O U N D A T I O N W A L L 2" D R A I N A N D D R Y O N E X T . O F F D N W A L L = =R- 1 0 . 0 0 (R - 5 M I N ) UN D E R S L A B I N S U L A T I O N : 2 " R I G I D I N S U L A T I O N =R- 5 . 0 0 (R - 5 M I N ) CA N T I L E V E R E D F L O O R I N S U L A T I O N : 1 1 7 / 8 " B L O W N - I N B A T T ( R - 4 . 2 3 P E R I N C H ) =R - 5 0 . 2 3 (R - 3 0 M I N ) RO O F I N S U L A T I O N : 14 " O F B L O W N - I N B A T T A T T H E B T M C H O R D O F T R U S S E S =R- 5 0 . 4 (R - 4 9 M I N ) ( R - 3 . 6 P E R I N C H ) WI N D O W S : Ca s e m e n t a n d A w n i n g s = U - V a l u e o f . 2 9 T y p i c a l p i c t u r e u n i t s = U - V a l u e o f . 3 0 S l i d i n g a n d P a t i o d o o r s = U - V a l u e o f . 3 2 t o . 3 1 IN S U L A T I O N S U B C O N T R A C T O R M U S T V E R I F Y T H A T T H E R - V A L U E S / U - V A L U E S O F P R O P R I E T A R Y P R O D U C T S M E E T OR E X C E E D S T H E V A L U E S L I S T E D A B O V E A N D T H A T I N S T A L L A T I O N P E R F O R M E D I S P E R M A N U F A C T U R E R ' S SP E C I F I C A T I O N . A L L W A L L I N S U L A T I O N S H A L L C O M P L E T E L Y F I L L S T U D S P A C E S A N D H A V E P R O P E R A I R - B A R R I E R SH E E T H I N G O N B O T H S I D E S O F T H E S T U D S P A C E S . IN S U L A T I O N V A L U E S U M M A R Y IN T E R I O R L I G H T I N G N O T E GE N E R A L C O N T R A C T O R T O M E E T 2 0 1 2 I R C R E Q U I R E M E N T SE C T I O N N 1 1 0 4 . 1 L I G H T I N G E Q U I P M E N T : A M I N I M U M O F 50 P E R C E N T O F T H E L A M P S I N P E R M A N E N T L Y I N S T A L L E D LI G H T I N G F I X T U R E S S H A L L B E HI G H - E F F I C A C Y LA M P S . LO T A R E A = . 7 3 A C R E S x 4 3 , 5 6 0 S Q . F T . = 3 1 , 1 7 9 . 9 S Q . F T . SI T E C O V E R A G E S U M M A R Y : SI T E C O V E R A G E - A L L O W E D ( 2 5 % O F S I T E ) = 7 , 9 9 5 S Q . F T . SI T E C O V E R A G E - E X I S T I N G = 1 , 9 7 3 S Q . F T . SI T E C O V E R A G E - T O T A L P R O P O S E D MA I N + G A R A G E + G A R A G E > 6 0 0 + R O O F S I T E C O V E R A G E 1 + 2 = 3 , 4 2 2 . 8 S Q . F T TO W N O F V A I L Z O N I N G D I S T R I C T : Re s i d e n t i a l C l u s t e r ( R C ) Z O N I N G S U M M A R Y GR F A A L L O W E D : 36 S . F . / 1 0 0 S . F . O F B U I L D A B L E L O T A R E A = 1 7 , 2 7 7 . 5 S . F . TO T A L G R F A A L L O W E D B Y R I G H T = 6 2 1 9 . 9 S . F . GR F A - T O T A L E X I S T I N G = 2 6 5 0 . 8 5 S . F . GR F A - T O T A L P R O P O S E D = 59 9 8 . 6 S . F . LA N D S C A P E (6 0 % O F S I T E ) 3 1 , 1 7 9 . 9 x 6 0 % = 1 8 , 7 9 7 . 9 TO T A L L A N D S C A P E A R E A P R O P O S E D = 2 7 , 7 9 6 S . F . 1 2 " = 1 ' - 0 " 6 VI C I N I T Y M A P PR O J E C T I N F O R M A T I O N Si n g l e F a m i l y R e s i d e n c e Ow n e r : Br i a n H o y t a n d L o u i s e Y o u n g 24 6 4 S . F r o n t a g e R d W Va i l , C O 8 1 6 5 7 Lo c a t i o n : 27 6 4 S o u t h F r o n t a g e R o a d We s t V a i l C o l o r a d o 8 1 6 5 7 Pa r c e l A S t e p h e n s S u b d i v i s i o n Pa r c e l # : 21 0 3 - 1 4 3 - 1 7 - 0 0 3 Cl a s s o f W o r k : R e n o v a t i o n / A d d i t i o n Ty p e o f C o n s t r u c t i o n : Ty p e V - N Ty p e o f O c c u p a n c y : R3 ( s i n g l e f a m i l y ) Le v e l s : 2 - s t o r y + b a s e m e n t Fi r e S p r i n k l e r s : NO Mo n i t o r e d a l a r m s y t e m : Y E S Do m e s t i c W a t e r S o u r c e : We l l Ar c h i t e c t : Ma r t i n M a n l e y A r c h i t e c t s Je f f r e y P M a n l e y A I A PO B o x 1 5 8 7 Ea g l e , C O 8 1 6 3 1 97 0 . 3 2 8 . 5 1 5 1 je f f @ m a r t i n m a n l e y a r c h i t e c t s . c o m St r u c t u r a l : KR M C o n s u l t a n t s Ge n e r a l C o n t r a c t o r : Su r v e y o r : Pe a k L a n d C o n s u l t a n t s HO Y T - Y O U N G RE S I D E N C E 1 / 4 " = 1 ' - 0 " 7 20 1 2 E n e r g y T a b l e EX T E R I O R C O L O R S : Ro o f i n g : Li f e t i m e T L a s p h a l t s h i n g l e s El k - G a f Co l o r : B a r k w o o d St a n d i n g S e a m R o o f i n g (1 3 " s p a c i n g b e t w e e n r i b s ) Co l o r : D a r k B r o n z e ( S R . 2 6 / T E . 8 7 ) Fl a s h i n g a n d G u t t e r s : Pa i n t l o c k a l u m i n u m Co l o r : d a r k b r o n z e c o l o r a t s h a k e Ra i l i n g P i c k e t s a n d r a i l s wr o u g h t i r o n : n a t u r a l c o l o r ( s e a l e d ) Ti m b e r N e w e l s ( s t a i n e d t o m a t c h t i m b e r c o l o r ) So u t h f r a m e d d e c k : Ip e a We s t T e r r a c e : Sc o r e d c o n c r e t e En t r y w a l k : Co l o r a d o B u f f s a n d s t o n e in F l a g s t o n e p a t t e r n Dr i v e : As p h a l t d r i v e Wi n d o w s : Al u m i n u m C l a d w i n d o w s a n d d o o r s Co l o r : D a r k B r o n z e Ti m b e r s , W i n d o w T r i m , n e w e l s , c o r n e r b o a r d s a n d f a s c i a s 2x 8 a n d 2 x 1 2 C e d a r F a s c i a T r i m Mi l l F i n i s h t e x t u r e Co l o r : P o r t e r s e m i - t r a n s p a r e n t , B l a c k O a k 7 1 2 Ty p i c a l V e r t i c a l S i d i n g 1" X 1 0 " C e d a r S i d i n g , s h i p - l a p p e d (9 " e x p o s e d f a c e w i t h t i g h t j o i n t s a n d e a s e d e d g e s ) Mi l l f i n i s h t e x t u r e Co l o r : P o r t e r , s e m i - t r a n s p a r e n t , E s p r e s s o 9 3 4 Ty p i c a l H o r i z o n t a l S i d i n g s h i p - l a p p e d 1" X 6 " D o u g l a s F i r S i d i n g ( s q u a r e e d g e s ) Mi l l f i n i s h t e x t u r e Co l o r : P o r t e r S e m i - t r a n s p a r e n t , C a r m e l US E F L A N N E R Y T R I M AL U M I N U M M E T A L O U T S I D E C O R N E R Ty p i c a l s t u c c o , ( l o w e r l e v e l ) St o , L i g h t s a n d t e x t u r e Co l o r : I v o r y K e y S T O 1 0 5 2 2 Ho r i z o n t a l w o o d s i d i n g - a c c e n t Ga r a g e d o o r , e n t r y , a c c e n t b a n d , ma s t e r s h e d d o r m e r , s o u t h b d r m d o r m e r s 1" X 6 " W E A T H E R E D ( G R A Y ) H O R I Z I N T A L S I D I N G . US E F L A N N E R Y T R I M AL U M I N U M M E T A L O U T S I D E C O R N E R St o n e V e n e e r : Te l l u r i d e H i g h l a n d s Dr y S t a c k M o r t a r s e t , w i t h 3 % - 5 % j u m p e r s St o n e w a l l c a p a n d S t o n e a c c e n t b a n d s 3 " C o l o r a d o B u f f S a n d s t o n e , ( 2 " o v e r h a n g ) UP UP DN W WREF. UP DN DN DN DN DNREF.DW WD DN 13 8 5 . 4 SF Ex i s t i n g L o w e r L e v e l Ar e a 1611.8 SFExisting Main Level Area 361.3 SFExisting Garage Area 16 9 7 S F Pr o p o s e d T o t a l L o w e r Le v e l A r e a 34 3 . 8 S F Cr a w l s p a c e A r e a . 32 2 . 5 S F Ne w C r a w l s p a c e A r e a . 26 4 7 . 6 SF Pr o p o s e d T o t a l M a i n Le v e l A r e a 600 SFProposed Garage Area.126.2 SFProposed Garage Area over 600 sfLINE TO DEMOSTRATE PERIMETER OF HOUSE FOR FIRE DEPARTMENT EVALUATION IS 265' 9 1/2" (<300'-0") 26 . 8 S F SI T E C O V E R A G E RO O F 1 22.2 SFSITE COVERAGE ROOF 2 18 1 2 . 1 SF Pr o p o s e d T o t a l U p p e r Le v e l A r e a 27 4 . 6 S F Ar e a O v e r 1 6 ' i n H t # 1 . 13 6 . 9 S F Ar e a O v e r 1 6 ' i n H t # 2 . 2. 0 M a i n L e v e l 78 2 9 ' - 6 " 1. 0 L o w e r L e v e l 78 2 1 ' - 0 " BE L O W G R A D E P O R T I O N O F W A L L = 2 4 8 S . F . TO T A L W A L L = 3 4 0 S . F . 2. 0 M a i n L e v e l 78 2 9 ' - 6 " 1. 0 L o w e r L e v e l 78 2 1 ' - 0 " BE L O W G R A D E P O R T I O N O F W A L L = 4 8 0 S . F . TO T A L W A L L = 5 9 0 . 5 S . F . CR A W L S P A C E 12 ' - 6 " 69 ' - 6 " 2. 0 M a i n L e v e l 78 2 9 ' - 6 " 1. 0 L o w e r L e v e l 78 2 1 ' - 0 " BE L O W G R A D E P O R T I O N O F W A L L = 2 0 0 S . F . TO T A L W A L L = 5 9 0 . 5 S . F . 1. 0 L o w e r L e v e l 78 2 1 ' - 0 " 1. 9 G r e a t R m L e v e l 78 2 8 ' - 0 " BE L O W G R A D E P O R T I O N O F W A L L = 1 4 0 S . F . TO T A L W A L L = 2 8 0 S . F . 970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONS 3 / 2 4 / 2 0 1 4 9 : 0 7 : 4 2 A M A 0 .1 AREA S H E E T1350Hoyt-Young Add/Reno Final DRB Review Set 0 3-2 0-1 4Brian Hoyt and Louise Young 2764 South Frontage Road West Vail, ColoradoNo. Description Date Area Schedule (Existing Building)Name Area Level Existing Lower Level Area 1385.4 SF 1.0 Lower Level Existing Main Level Area 1611.8 SF 2.0 Main Level Existing Garage Area 361.3 SF 2.0 Main Level Grand total: 3 3358.5 SF Area Schedule (Total Proposed Building)Name Area Level Proposed Total Lower Level Area 1697 SF 1.0 Lower Level Crawlspace Area. 343.8 SF 1.0 Lower Level New Crawlspace Area. 322.5 SF 1.0 Lower Level Proposed Total Main Level Area 2647.6 SF 2.0 Main Level Proposed Garage Area. 600 SF 2.0 Main Level Proposed Garage Area over 600 sf 126.2 SF 2.0 Main Level SITE COVERAGE ROOF 1 26.8 SF 2.0 Main Level SITE COVERAGE ROOF 2 22.2 SF 2.0 Main Level Proposed Total Upper Level Area 1812.1 SF 3.0 Upper Level Area Over 16' in Ht #1. 274.6 SF 3.0 Upper Level Area Over 16' in Ht #2. 136.9 SF 3.0 Upper Level 1 / 8 " = 1 ' - 0 " 1 1. 0 L o w e r L e v e l 1/8" = 1'-0"2 2.0 Main Level 1 / 8 " = 1 ' - 0 " 3 1. 0 L o w e r L e v e l 1/8" = 1'-0"4 2.0 Main Level 1/8" = 1'-0"5 3.0 Upper LevelGRFA AREA CALCULATION ADJUSTED LOWER LEVEL = 1001.2 S.F.MAIN LEVEL GRFA = 2773.8 S.F.UPPER LEVEL GRFA = 1812.1 S.F.CLG HT OVER 16' AREA = 411.5 S.F.GRFA TOTAL = 6012.5 S.F. Ar e a S c h e d u l e ( T o t a l L i v i n g A r e a P r o p o s e d B u i l d i n g ) Na m e A r e a L e v e l Pr o p o s e d T o t a l L o w e r L e v e l A r e a 1 6 9 7 S F 1 . 0 L o w e r L e v e l Pr o p o s e d T o t a l M a i n L e v e l A r e a 2 6 4 7 . 6 S F 2 . 0 M a i n L e v e l Pr o p o s e d T o t a l U p p e r L e v e l A r e a 1 8 1 2 . 1 S F 3 . 0 U p p e r L e v e l Gr a n d t o t a l : 3 6 1 5 6 . 7 S F Cr a w l s p a c e A r e a S c h e d u l e Na m e A r e a L e v e l Cr a w l s p a c e A r e a . 3 4 3 . 8 S F 1 . 0 L o w e r L e v e l Ne w C r a w l s p a c e A r e a . 3 2 2 . 5 S F 1 . 0 L o w e r L e v e l Gr a n d t o t a l : 2 6 6 6 . 3 S F Ar e a S c h e d u l e ( 1 6 ' c e i l i n g s ) Na m e A r e a L e v e l Ar e a O v e r 1 6 ' i n H t # 1 . 2 7 4 . 6 S F 3 . 0 U p p e r L e v e l Ar e a O v e r 1 6 ' i n H t # 2 . 1 3 6 . 9 S F 3 . 0 U p p e r L e v e l Gr a n d t o t a l : 2 4 1 1 . 5 S F 1 / 8 " = 1 ' - 0 " 6 Co p y o f E A S T E L E V A T I O N 1 / 8 " = 1 ' - 0 " 7 Co p y o f N O R T H E L E V A T I O N 1 / 8 " = 1 ' - 0 " 8 Co p y o f S O U T H E L E V A T I O N 1 / 8 " = 1 ' - 0 " 9 Co p y o f W E S T E L E V A T I O N LOWER WALL SUMMARY TOTAL WALL =1809 S.F.UNEXPOSED WALL = 1068 S.F.LOWER WALL AREA % = 59%UNEXPOSED RE DUCTION 59%LOWER LEVEL ADJUSTED GRFA 1697 S.F. x.59 = 1001.2 S.F.MAIN LEVEL AREA = 3373.8 S.F.GARAGE ALLOWANCE = - 600 S.F .MAIN LEVEL GRFA =2773.8 S.F. ZO N I N G S U M M A R Y GRFA CALCULATIONS EXISTING GRFA LOWER LEVEL =1385.4 S.F.UNEXPOSED RE DUCTION 70 %LOWER LEVEL ADJUSTED GRFA 1385.4 x .70 = 969.8 S.F.MAIN LEVEL =1973.1 S.F.GARAGE ALLOWANCE = -300 S.F.MAIN LEVEL GRFA =1673.1 S.F.TOTAL EXISTING GRFA =2642.9 S.F.TOTAL GRFA = 5998.6 S.F.ADDED GRFA = 3 347.75 S.F. LO T A R E A = . 7 3 A C R E S x 4 3 , 5 6 0 S Q . F T . = 3 1 , 1 7 9 . 9 S Q . F T . SI T E C O V E R A G E S U M M A R Y : SI T E C O V E R A G E - A L L O W E D ( 2 5 % O F S I T E ) = 7 , 9 9 5 S Q . F T . SI T E C O V E R A G E - E X I S T I N G = 1 , 9 7 3 S Q . F T . SI T E C O V E R A G E - T O T A L P R O P O S E D MA I N + G A R A G E + G A R A G E > 6 0 0 + R O O F S I T E C O V E R A G E 1 + 2 = 3 , 4 2 2 . 8 S Q . F T TO W N O F V A I L Z O N I N G D I S T R I C T : Re s i d e n t i a l C l u s t e r ( R C ) GR F A A L L O W E D : 36 S . F . / 1 0 0 S . F . O F B U I L D A B L E L O T A R E A = 1 7 , 2 7 7 . 5 S . F . TO T A L G R F A A L L O W E D B Y R I G H T = 6 2 1 9 . 9 S . F . GR F A - T O T A L E X I S T I N G = 2 6 5 0 . 8 5 S . F . GR F A - T O T A L P R O P O S E D = 59 9 8 . 6 S . F . LA N D S C A P E (6 0 % O F S I T E ) 3 1 , 1 7 9 . 9 x 6 0 % = 1 8 , 7 9 7 . 9 TO T A L L A N D S C A P E A R E A P R O P O S E D = 2 7 , 7 9 6 S . F . le s s t h a n 5 ' - 0 " i n h t DN DN DN 0 .7 3 A c r e s W O O D W A L K W A Y G O R E C R E E K H I G H W A TE R M A R K A P P R O X I M A T E L O C A T I O N O F100 Y E A R F L O O D P L A I N P E R P L A T A P P R O X I M A TE L O C A TI O N O F100 Y E A R F L O O D P L A I N(S E E N O T E 6 ) A P P R O X I M A TE L O C A TI O N O F 1 0 0 Y E A R F L O O D P L A I N (S E E N O T E 6 ) 5 0 ' G O R E C R E E K S TR E A M S E T B A C K 5 0 ' G O R E C R E E KS TR E A M S E T B A C KAPPROXIMATE L O C A TI O N O F100 Y E A R F L O O D P L A I N(S E E N O T E 6 ) A P P R O X I M A TE L O C A T I O N O F 1 0 0 Y E A R F L O O D P L A I N P E R P L A T H I G H W A TE R M A R K O F G O R E C R E E K H I G H W A TE R M A R K O F G O R E C R E E K E D G E O F W A T E R I N G R O U N D TR A M P O L I N E 7 8 2 0 7 8 2 0 0 7 8 3 0 7 8 3 0 W I N D O W W A TE R M A N H O L E R I M E L E V . 7 8 2 9 .8 W A T E R M A N H O L ESEWER M A N H O L E R I M E L E V . = 7 8 2 U TI L I T Y P E D E S TA L S 1 5 " M E TA L P I P E I N V = 7 8 2 3 .3 2 4 " M E TA L P I P E I N V = 7 8 2 2 .7 1 5 " V E R TI C A L P L A S TI C P I P E I N V = 7 8 2 1 .8 1 5 " V E R TI C A L P L A S TI C P I P E I N V = 7 8 1 9 .0 W E L L H E A D E D G E O F A S P H A L T B I K E P A TH W H I TE S T R I P E N 38° 30'01 "W - 1 34.9 1 ' S 6 3 ° 4 1 ' 1 8 " W - 1 2 7 . 8 8 ' S 7 4 ° 1 8 ' 2 2 " W - 9 1 .9 2 'N 8 7 °5 0 '2 9 "E 7 5 .0 0 ' N 6 8 ° 0 6 ' 3 8 " E - 1 9 7 . 1 0 ' N 38° 30'01 "W - 1 34.9 1 ' S 6 3 ° 4 1 ' 1 8 " W - 1 2 7 . 8 8 ' S 7 4 ° 1 8 ' 2 2 " W - 9 1 .9 2 'S02°49'01"E - 111.20' % % 9 1 6 =0 °3 3 ' 3 0 " R =2 6 8 0 . 0 0 ' L =2 6 . 1 1 ' T =1 3 . 0 6 ' C H =2 6 . 1 1 ' C B =S 6 5 °4 4 ' 5 6 " W . B E R M 7 8 2 7 .6 7 8 2 7 .9 7 8 2 8 .2 7 8 2 8 .5 7 8 2 8 .5 7 8 2 9 .3 7 8 2 7 .9 7 8 2 8 .47828.87829.9 7 8 2 9 .1 7 8 2 8 .8 7 8 2 8 .5 7 8 2 8 .4 7 8 2 8 .6 7 8 2 8 .3 7 8 2 8 .3 7 8 2 8 .0 7 8 2 8 .0 7 8 2 5 .9 7 8 2 4 .6 1 5 ' S E T B A C K L I N E 1 5 ' S E T B A C K LINE 1 5 ' S E T B A C K L I N E 2 0 ' S E T B A C K L I N E 240 . 0 0 0 0 FO U N D A L .P I N & C A PLS # 2 3 5 0 6 FO U N D A L . P I N & C A PWITNE S S C O R N E R L S # 2 3 5 0 6 P A R C E L D W C R E E K E I I I N I U M S S O U T H F R O N T A G E R O A D P A R C E L A P A R C E L B -1 B I K E P A T H P A R C E L D W C R E E K E I I I N I U M S G O R E C R E E K W O O D D E C K H O T T U B G R A V E L W A L K W A YTREE L I N E B R I C K W A L L FL A G S TO N E P A T I O D E C K FL A G S TO N E P A T I O O N E L E V E L F R A M E H O U S E A D D R E S S : 2 7 6 4 S O U T H F R O N T A G E R O A D 1 5 ' -0 " 2 0 '-0 "1 5 '-0 " 1 5 ' -0 " G U Y A N C H O R (T Y P .) WS W0.5' 0.5' 1 .5 ' 0 .5 ' 0 .5 ' 0 .5 ' 0 .5 ' 0 .5 ' 0.8'0 .8 '1 .0 '0 .8 ' 0 .5 '0 .5 ' 3"3" 6" 8" 24" 12" 24" 6 " 6 " 12" 2 4 " 1 5 " DN23' - 6" 78 2 8 ' - 0 " 78 2 9 ' - 6 " 78 2 6 ' - 0 " 78 2 9 ' - 0 " 78 5 6 ' - 4 5 / 1 6 " 78 5 6 ' - 4 5 / 1 6 " 78 5 3 ' - 1 3 / 8 " 7853' - 1 3/16"7845' - 9 1/8"7845' - 9 1/8" 78 4 6 ' - 6 " 22 24 26 78 2 3 ' - 1 0 " e x i s t i n g HT = 3 2 ' - 6 5 / 1 6 " 26 24 2828 7 8 2 3 ' - 1 0 " e x i s t i n g H T = 3 2 ' - 5 1 / 8 " 28 28 24 24 24 7828'-2" existing HT= 27'-1 1/8"7828'-6" existing HT= 17'-3 1/8"7828'-0" existing HT= 25'-0 3/8" 7 8 2 8 ' - 0 " e x i s t i n g H T = 2 5 ' - 0 3 / 8 " 78 4 9 ' - 4 3 / 1 6 " 78 2 6 ' - 1 " e x i s t i n g HT = 2 3 ' - 3 3 / 1 6 " 7825'-0" existing HT= 20'-9 1/8"28 26 NO T E : NO R E V I S E D G R A D I N G T O O C C U R W I T H I N T H E 1 0 0 Y E A R FL O O D P L A I N . A L L G R A D I N G D O N E F O R P I E R S O R F O U N D A T I O N S I S TO H A V E T H E G R A D E E L E V A T I O N R E T U R N E D T O T H E E X I S T I N G EL E V A T I O N . 24 78 5 5 ' - 3 1 / 8 " 11 1/4" RE M O V E E N D EV E R G R E E N T R E E RE M O V E L A R G E EV E R G R E E N TR E E RE M O V E TR A M P O L I N E EX I S T I N G T E R R A C E EX I S T I N G L A R G E TR E E T O R E M A I N REMOVE EXISTING OVERGROWN PATIO7829'-2" 78 2 8 ' - 1 0 " 4 '-0 " W I D E C O N C R E T E P AN 4 ' - 0 " 1 9 ' - 0 " . RE M O V E E X I S T I N G EXISTING CMU RETAIN WALL TO BE REPLACED WITH BOULDERS,MAX BOULDER WALL HT OF 4'-0"BTM =7824'-6", TOW = 7828'-6"9x19 GUEST PARKING PLACE FLAGSTONES WITHIN THE GRASS AREA TO CREATE A STEPPING STON PATH TO EAST DECK GAS METER ANCHORDED TO DECK PIERGASGASGASGASGASMETER CLOSETEXISTING S E W E R L I N E S E W E R S E W E R S E W E R REWORK EXISTING SEWER LINE AS NEEDED AND CONNECT TO EXISTING MAIN ELEC ELEC ELECCABLE/PHONEREWORK EXISTING ELECTRIC,CABLE AND PHONE AS NEEDED LI M I T S O F D I S T U R B A N C E I S T O RU N A L O N G T H E R I V E R ' S E D G E . PR O V I D E S I L T F E N C I N G A L O N G TH E S O U T H , W E S T A N D I N A N Y DR A I N A G E S W A L E S LIMITS OF DISTURBANCE LI M I T S O F D I S T U R B A N C E GRADE AT GARAGE DOOR =7828'-6"+ 7828'-0"3 .5 % S L O P E3 % S L O P ESNOW STORAGE 350 S.F. 1 0 ' - 6 " SN O W S T O R A G E 10 0 S . F . S O U T H F R O N T A G E R O A D GU T T E R S GU T T E R S GUTTERS970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONS 3 / 2 4 / 2 0 1 4 9 : 0 8 : 0 5 A M A 1 .1 SITE PLAN1350Hoyt-Young Add/Reno Final DRB Review Set 0 3-2 0-1 4Brian Hoyt and Louise Young 2764 South Frontage Road West Vail, ColoradoNo. Description Date 1" = 10'-0"1 Site PlanSNOW STORAGE:DRIVEWAY = 1,434 S.F.REQUIRED SNOW STORAGE = 30% OF TOTAL= 430 S.F. DN DN 0 .7 3 A c r e s W O O D W A L K W A Y G O R E C R E E K H I G H W A TE R M A R K A P P R O X 1 0 0 Y E A A P P R O X I M A TE L O C A TI O N O F100 Y E A R F L O O D P L A I N(S E E N O T E 6 ) A P P R O X I M A TE L O C A TI O N O F 1 0 0 Y E A R F L O O D P L A I N (S E E N O T E 6 ) 5 0 ' G O R E C R E E K S TR E A M S E T B A C K 5 0 ' G O R E C R E E KS TR E A M S E T B A C KAPPROXIM100 Y E A R (S E E N O T E A P P R O X I M A TE L O C A T I O N O F 1 0 0 Y E A R F L O O D P L A I N P E R P L A T H I G H W A TE R M A R K O F G O R E C R E E K I N G R O U N D TR A M P O L I N E 7 8 2 0 0 7 8 3 0 7 8 3 0 W I N D O W W A TE R M A N H O L E R I M E L E V . 7 8 2 9 .8 U TI L I T Y P E D E S TA L S 1 5 " M E TA L P I P E I N V = 7 8 2 3 .3 2 4 " M E TA L P I P E I N V = 7 8 2 2 .7 1 5 " V E R TI C A L P L A S TI C P I P E I N V = 7 8 2 1 .8 1 5 " V E R TI C A L P L A S TI C P I P E I N V = 7 8 1 9 .0 W E L L H E A D E D G E O F A S P H A L T B I K E P A TH W H I TE S T R I P E N 38° 30'01 "W - 1 34.9 1 ' S 7 4 ° 1 8 ' 2 2 "W - 9 1 .9 2 'N 8 7 °5 0 '2 9 "E 7 5 .0 0 ' N 6 8 ° 0 6 ' 3 8 " E - 1 9 7 . 1 0 ' N 38° 30'01 "W - 1 34.9 1 ' S 7 4 ° 1 8 ' 2 2 "W - 9 1 .9 2 'S02°49'01"E - 111.20' % % 9 1 6 =0 °3 3 ' 3 0 " R =2 6 8 0 . 0 0 ' L =2 6 . 1 1 ' T =1 3 . 0 6 ' C H =2 6 . 1 1 ' C B =S 6 5 °4 4 ' 5 6 " W . B E R M 7 8 2 7 .6 7 8 2 7 .9 7 8 2 8 .2 7 8 2 8 .5 7 8 2 8 .5 7 8 2 9 .3 7 8 2 7 .9 7 8 2 8 .47828.8 7 8 2 9 .1 7 8 2 8 .8 7 8 2 8 .5 7 8 2 8 .4 7 8 2 8 .6 7 8 2 8 .3 7 8 2 8 .3 7 8 2 8 .0 7 8 2 8 .0 7 8 2 5 .9 7 8 2 4 .6 1 5 ' S E T B A C K L I N E 1 5 ' S E T B A C K LINE 1 5 ' S E T B A C K L I N E 2 0 ' S E T B A C K L I N E 240 . 0 0 0 0 FO U N D A L L S # 2 3 5 0 6 FO U N D A L . P I N & C A PWITNE S S C O R N E R L S # 2 3 5 0 6 W C R E E K E I I I N I U M S S O U T H F R O N T A G E R O A D P A R C E L A P A R C E L B - B I K E P A T H W C R E E K E I I I N I U M S G O R E C R E E K W O O D D E C K H O T T U B G R A V E L W A L K W A YTREE L I N E B R I C K W A L L FL A G S TO N E P A T I O D E C K FL A G S TO N E P A T I O O N E L E V E L F R A M E H O U S E A D D R E S S : 2 7 6 4 S O U T H F R O N T A G E R O A D 1 5 ' - 0 " 2 0 '-0 "1 5 '-0 " 1 5 ' - 0 " G U Y A N C H O R (T Y P .) W W0.5' 0.5' 1 .5 ' 0 .5 ' 0 .5 ' 0 .5 ' 0 .5 ' 0 .5 ' 0.8'0 .8 '1 .0 '0 .8 ' 0 .5 '0 .5 ' 3"3"6" 8" 24" 12" 24" 6 " 6 " 12" 2 4 " 1 5 " DN W D DN W WRE F . DN 0 .7 3 A c r e s W O O D W A L K W A Y G O R E C R E E K H I G H W A T E R M A R K A P P R O X I M A T E L O C A T I O N O F 1 0 0 Y E A R F L O O D P L A I N P E R P L A T A P P R O X I M A T E L O C A T I O N O F 1 0 0 Y E A R F L O O D P L A I N (S E E N O T E 6 ) A P P R O X I M A T E L O C A T I O N O F 1 0 0 Y E A R F L O O D P L A I N (S E E N O T E 6 ) 5 0 ' G O R E C R E E K S T R E A M S E T B A C K 5 0 ' G O R E C R E E K S T R E A M S E T B A C K A P P R O X I M A T E L O C A T I O N O F 1 0 0 Y E A R F L O O D P L A I N (S E E N O T E 6 ) A P P R O X I M A T E L O C A T I O N O F 1 0 0 Y E A R F L O O D P L A I N P E R P L A T H I G H W A T E R M A R K O F G O R E C R E E K H I G H W A T E R M A R K O F G O R E C R E E K E D G E O F W A T E R I N G R O U N D T R A M P O L I N E 7 8 2 0 7 8 2 0 0 7 8 3 0 7 8 3 0 W I N D O W W A T E R M A N H O L E R I M E L E V . 7 8 2 9 .8 W A T E R M A N H O L E S E W E R M A R I M E L E V . U T I L I T Y P E D E S T A L S 1 5 " M E T A L P I P E I N V = 7 8 2 3 .3 2 4 " M E T A L P I P E I N V = 7 8 2 2 .7 1 5 " V E R T I C A L P L A S T I C P I P E I N V = 7 8 2 1 .8 1 5 " V E R T I C A L P L A S T I C P I P E I N V = 7 8 1 9 .0 W E L L H E A D E D G E O F A S P H A L T B I K E P A T H W H I T E S T R I P E N 3 8 °3 0 '0 1 "W - 1 3 4 .9 1 ' S 6 3 ° 4 1 ' 1 8 " W - 1 2 7 . 8 8 ' S 7 4 °1 8 '2 2 "W - 9 1 .9 2 ' N 8 7 °5 0 '2 9 "E 7 5 .0 0 ' N 6 8 ° 0 6 ' 3 8 " E - 1 9 7 . 1 0 ' N 3 8 °3 0 '0 1 "W - 1 3 4 .9 1 ' S 6 3 ° 4 1 ' 1 8 " W - 1 2 7 . 8 8 ' S 7 4 °1 8 '2 2 "W - 9 1 .9 2 ' S02°49'01"E - 111.20' % % 9 1 6 =0 °3 3 ' 3 0 " R =2 6 8 0 . 0 0 ' L =2 6 . 1 1 ' T =1 3 . 0 6 ' C H =2 6 . 1 1 ' C B =S 6 5 °4 4 ' 5 6 "W . B E R M 7 8 2 7 .6 7 8 2 7 .9 7 8 2 8 .2 7 8 2 8 .5 7 8 2 8 .5 7 8 2 9 .3 7 8 2 7 .9 7 8 2 8 .4 7 8 2 8 .8 7 8 2 9 .9 7 8 2 9 .1 7 8 2 8 .8 7 8 2 8 .5 7 8 2 8 .4 7 8 2 8 .6 7 8 2 8 .3 7 8 2 8 .3 7 8 2 8 .0 7 8 2 8 .0 7 8 2 5 .9 7 8 2 4 .6 1 5 ' S E T B A C K L I N E 1 5 ' S E T B A C K L I N E 1 5 ' S E T B A C K L I N E 2 0 ' S E T B A C K L I N E 240. 0 0 0 0 F O U N D A L .P I N & C A P L S # 2 3 5 0 6 F O U N D A L . P I N & C A P W I T N E S S C O R N E R L S # 2 3 5 0 6 P A R C E L D M E A D O W C R E E K P H A S E I I C O N D O M I N I U M S S O U T H F R O N T A G E R O A D P A R C E L A P A R C E L B- 1 B I K E P A T H P A R C E L D M E A D O W C R E E K P H A S E I I C O N D O M I N I U M S G O R E C R E E K W O O D D E C K H O T T U B G R A V E L W A L K W A Y T R E E L I N E B R I C K W A L L F L A G S T O N E P A T I O D E C K F L A G S T O N E P A T I O O N E L E V E L F R A M E H O U S E A D D R E S S : 2 7 6 4 S O U T H F R O N T A G E R O A D 1 5 '-0 " 2 0 ' - 0 " 1 5 '-0 " 1 5 '-0 " G U Y A N C H O R (T Y P .) W S W 0.5' 0.5' 1 .5 ' 0 .5 ' 0 .5 ' 0 .5 ' 0 .5 ' 0 .5 ' 0.8'0 .8 ' 1 .0 ' 0 .8 ' 0 .5 '0 .5 ' 3" 3" 6" 8" 24" 12" 24" 6 "6 " 12" 2 4 " 1 5 " DN R E F . DW (2) NEW ASPEN TREES 2"-3" CALIPER NEW TREES TO BE PLACED AS TO CONTINUE THE EXISTING GROVE OF TREES AT CORNER OF THE HOUSE (3) NEW ASPEN TREES 2"-3" CALIPER NEW GROUPING OF TREES TO BE PLACED TO SCREEN THE NEIGHBORS DECK/HOT TUB REMOVE EXISTING OVERGROWN PATIO EN D T R E E R E M O V E D RE M O V E EX I S T I N G EV E R G R E E N TR E E T H A T I S CL O S E T O T H E HO U S E GE N E R A L N O T E S : EX I S T I N G G R A D I N G W I T H I N T H E F E M A 1 0 0 Y E A R F L O O D P L A I N IS T O B E R E T U R N E D T O E X I S T I N G E L E V A T I O N S AL L D I S T U R B E D S O D A R E A S A R E T O B E R E S O D D E D A N D WA T E R E D U N T I L R E - E S T A B L I S H E D . 6 , 5 0 0 S . F . A R E A AL L S W A L E S A R E T O H A V E S O I L S T A B I L I Z A T I O N M E T H O D S I N PL A C E U N T I L V E G E T A T I O N I S R E E S T A B L I S H E D . BO U L D E R S F R O M T H E E X C A V A T I O N A R E T O B E R E U S E D A T TH E N O R T H W I N D O W W E L L A N D A R O U N D T H E S I T E A S PR A C T I C A L 1.2.3.4. LI M I T S O F D I S T U R B A N C E I S T O RU N A L O N G T H E R I V E R ' S E D G E . PR O V I D E S I L T F E N C I N G A L O N G TH E S O U T H , W E S T A N D I N A N Y DR A I N A G E S W A L E S LIMITS OF DISTURBANCE LI M I T S O F D I S T U R B A N C E B B B BB B B A LE G E N D QU A K I N G AS P E N B EX T E R I O R L I G H T I N G B GENERAL NOTES: (cont)PROTECT EXISTING TREES TO REMAIN WITH FENCING.REVIEW PLANTINGS/SHRUBS REMOVED FOR NEW CONSTRUCTION AND EVALUATE FOR TEMP RELOACTION/WATERING AND REPLANTING TO INTERGRATE WITH FINISHED LANDSCAPE DESIGN.5.6.970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONS 3 / 2 4 / 2 0 1 4 9 : 0 8 : 3 0 A M A 1 .2 L A N D S C A P E P L A N1350Hoyt-Young Add/Reno Final DRB Review Set 0 3-2 0-1 4Brian Hoyt and Louise Young 2764 South Frontage Road West Vail, ColoradoNo. Description Date 1" = 10'-0"1 Landscape plan SU M M A R Y : (2 ) L A R G E E V E R G R E E N T R E E S A R E T O B E R E M O V E D (5 ) N E W Q U A K I N G A S P E N S 2 " T O 3 " C A L I P E R EX I S T I N G S O D A R E A A R E B E I N G D I S T U R B E D BY C O N S T R U S T I O N A N D W I L L B E R E S O D D E D . 12" = 1'-0"2 LIGHTSEXTERIOR LIGHTING SUMMARY TYPE + LOCATIONS SYMBOL COUNT HANGING PENDANT A FRONT ENTRY 1 (MOUNTED WITH 2' ROD FROM RIDGE)WALL SCONCE B GARAGE DOOR 2 WEST TERRACE 2 SOUTH DECK 2 EAST FATHER'S DECK/PATH 2 (MOUNTED 6'-0" A.F.F.)TOTAL FIXTURES = 9 1 " = 3 0 ' - 0 " 3 BU I L D A B L E A R E A BU I L D A B L E A R E A = 1 7 , 2 7 8 S . F . SH A D E D I N C R O S S H A T C H DN DN 0 .7 3 A c r e s W O O D W A L K W A Y G O R E C R E E K H I G H W A TE R M A R K A P P R O X I M A T E L O C A T I O N O F100 Y E A R F L O O D P L A I N P E R P L A T A P P R O X I M A TE L O C A TI O N O F100 Y E A R F L O O D P L A I N(S E E N O T E 6 ) A P P R O X I M A TE L O C A TI O N O F 1 0 0 Y E A R F L O O D P L A I N (S E E N O T E 6 ) 5 0 ' G O R E C R E E K S TR E A M S E T B A C K 5 0 ' G O R E C R E E KS TR E A M S E T B A C KAPPROXIMATE L O C A TI O N O F100 Y E A R F L O O D P L A I N(S E E N O T E 6 ) A P P R O X I M A TE L O C A T I O N O F 1 0 0 Y E A R F L O O D P L A I N P E R P L A T H I G H W A TE R M A R K O F G O R E C R E E K H I G H W A TE R M A R K O F G O R E C R E E K E D G E O F W A T E R I N G R O U N D TR A M P O L I N E 7 8 2 0 7 8 2 0 7 8 3 0 7 8 3 0 7 8 3 0 W I N D O W W A TE R M A N H O L E R I M E L E V . 7 8 2 9 .8 W A T E R M A N H O L ESEWER M A N H O L E R I M E L E V . = 7 8 2 U TI L I T Y P E D E S TA L S 1 5 " M E TA L P I P E I N V = 7 8 2 3 .3 2 4 " M E TA L P I P E I N V = 7 8 2 2 .7 1 5 " V E R TI C A L P L A S TI C P I P E I N V = 7 8 2 1 .8 1 5 " V E R TI C A L P L A S TI C P I P E I N V = 7 8 1 9 .0 W E L L H E A D E D G E O F A S P H A L T B I K E P A TH W H I TE S T R I P E C E N T E R L I N E O F R O A D N 38° 30'01 "W - 1 34.9 1 ' S 6 3 ° 4 1 ' 1 8 " W - 1 2 7 . 8 8 ' S 7 4 ° 1 8 '2 2 " W - 9 1 . 9 2 'N 8 7 °5 0 '2 9 "E 7 5 .0 0 ' N 6 8 ° 0 6 ' 3 8 " E - 1 9 7 . 1 0 ' N 38° 30'01 "W - 1 34.9 1 ' S 6 3 ° 4 1 ' 1 8 " W - 1 2 7 . 8 8 ' S 7 4 ° 1 8 '2 2 " W - 9 1 . 9 2 'S02°49'01"E - 111.20' % % 9 1 6 =0 °3 3 ' 3 0 " R =2 6 8 0 . 0 0 ' L =2 6 . 1 1 ' T =1 3 . 0 6 ' C H =2 6 . 1 1 ' C B =S 6 5 °4 4 ' 5 6 " W . B E R M 7 8 2 7 .6 7 8 2 7 .9 7 8 2 8 .2 7 8 2 8 .5 7 8 2 8 .5 7 8 2 9 .3 7 8 2 7 .9 7 8 2 8 .47828.87829.97829.9 7 8 2 9 .4 7 8 2 9 .1 7 8 2 8 .8 7 8 2 8 .5 7 8 2 8 .4 7 8 2 8 .6 7 8 2 8 .9 7 8 2 9 .27829.87830.5 7 8 3 0 .5 7 8 2 8 .3 7 8 2 8 .3 7 8 2 8 .0 7 8 2 8 .0 7 8 2 5 .9 7 8 2 4 .6 1 5 ' S E T B A C K L I N E 1 5 ' S E T B A C K LINE 1 5 ' S E T B A C K L I N E 2 0 ' S E T B A C K L I N E 240 . 0 0 0 0 FO U N D A L .P I N & C A PLS # 2 3 5 0 6 FO U N D A L . P I N & C A PWITNE S S C O R N E R L S # 2 3 5 0 6 P A R C E L D C R E E K I I N I U M S S O U T H F R O N T A G E R O A D P A R C E L A P A R C E L B -1 B I K E P A T H P A R C E L D C R E E K I I N I U M S G O R E C R E E K W O O D D E C K H O T T U B G R A V E L W A L K W A YTREE L I N E B R I C K W A L L FL A G S TO N E P A T I O D E C K FL A G S TO N E P A T I O O N E L E V E L F R A M E H O U S E A D D R E S S : 2 7 6 4 S O U T H F R O N T A G E R O A D 1 5 ' -0 " 2 0 '-0 "1 5 '-0 " 1 5 ' -0 " G U Y A N C H O R (T Y P .) WS W0.5' 0.5' 1 .5 ' 0 .5 ' 0 .5 ' 0 .5 ' 0 .5 ' 0 .5 ' 0.8'0 .8 '1 .0 '0 .8 ' 0 .5 '0 .5 ' 3"3" 6" 8" 24" 12" 24" 6 " 6 " 12" 2 4 " 1 5 " DNJOB S I G N A G E DU M P S T E R TOILET LI M I T S O F D I S T U R B A N C E I S T O RU N A L O N G T H E R I V E R ' S E D G E . PR O V I D E S I L T F E N C I N G A L O N G TH E S O U T H , W E S T A N D I N A N Y DR A I N A G E S W A L E S LIMITS OF DISTURBANCE LI M I T S O F D I S T U R B A N C E MATERIAL STAGING IN DRIVE AND IN GARAGE G A S M E T E R ME T E R C L O S E T (E L E C , P H O N E , C A B L E ) SO I L ST O C K PI L E C O N S T R U C T I O N P A R K I N G No r t h B I K E L A N E T O R E M A I N O P E N W I T H C A R S P A R K E D O N T H E L A W N A N D I N T H E D R I V E 970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONS 3 / 2 4 / 2 0 1 4 9 : 0 8 : 4 3 A M A 1 .3 TRAFFIC/CONST MANAGEMENT1350Hoyt-Young Add/Reno Final DRB Review Set 0 3-2 0-1 4Brian Hoyt and Louise Young 2764 South Frontage Road West Vail, ColoradoNo. Description Date 1" = 10'-0"1 Construction Management PlanPROPOSED CONSTRUCTION SCHEDULE:CONSTRUCTION START MAY 2014 DEMOLITION OF EXISTING STRUCTURE JAN / FEB 2015 CERTIFICATE OF OCCUPANCY APRIL/MAY 2015 LANDSCAPE AND SOD INSTALLATION TR A F F I C C O N T R O L P L A N AL L D E L I V E R I E S A N D P I C K - U P S S H A L L H A V E T H E A P P R O P R I A T E F L A G G E R S AN D C O N E S P L A C E D A S T O M E E T T H E T Y P I C A L T O W N O F V A I L ' S R E Q U I R E M E N T S CO N E S A R E T O B E A M I N I M U M O F 2 8 " T A L L W H E N U S E D . AL L C O N S T R C U T I O N P A R K I N G I S T O O C C U R O N T H E S O U T H S I D E O F T H E R O A D AN D W I T H I N T H E L A W N A R E A ( N O T O N B I K E P A T H ) UP UP A3 . 2 A3 . 1 A3 . 1 1 1 2 me c h n e e d s to b e re l o c a t e d t o cr a w l s p a c e 2 A3 . 2 Cr a w l S p a c e 10 1 Cl o s e t 10 3 Ba t h 10 8 Fa m i l y R o o m 10 5 3 A3 . 2 2 A4 . 1 4" 36' - 1 1/2"1 A4.2 Cr a w l S p a c e 10 2 Storage 111 Ex i s t i n g Ki t c h e n e t t e 10 4 37' - 4"5' - 6" 14 ' - 6 " 9' - 0"13' - 10"7' - 0"11' - 7"6' - 8"11' - 7" 4 ' - 9 " Closet 112 4 A4 . 1 1 A4 . 1 Be d r o o m 10 7 Bedroom 109 Cl o s e t 10 8 Bath 110 5' - 9"7821' - 0" 3 A4 . 1 A0 . 1 7 A0 . 1 8 A0 . 1 9 10 ' - 0 " 12 ' - 6 " 2 A4 . 2 13' - 10" 10 3 A 10 7 A 109A 112A 110B 11 0 A 10 8 A 111A Ha l l 10 6 43 42 40 39 2 1 4' - 1 1 1 / 2 " T A L L CR A W L S P A C E . FU R R C E I L I N G DO W N T O C R E A T E TH E C R A W L S P A C E CE I L I N G F O R LO C A T I O N S N O T AL R E A D Y A T T H I S HE I G H T D U E T O ST R U C T U R A L DE S I G N AC C E S S H O L E T O N E W CR A W L S P A C E corner of foundationwall is < 1'-0" to 100' flood plaincorner of foundationwall is < 1'-0" to 100' flood plain 78 2 1 ' - 0 " 970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONS 3 / 2 4 / 2 0 1 4 9 : 0 8 : 4 5 A M A 2 .1 LOWER LEVEL PLAN1350Hoyt-Young Add/Reno Final DRB Review Set 0 3-2 0-1 4Brian Hoyt and Louise Young 2764 South Frontage Road West Vail, Colorado 1/4" = 1'-0"1 1.0 Lower LevelNo. Description Date DN W W RE F . UP DN DN DN DN DN DN R E F . DW A3 . 2 A3 . 1 A3.1 3 A3 . 1 1 1 2 24' - 0"2' - 8"9' - 0"10' - 0"5' - 0"27' - 6"2' - 0" 7 ' - 0 " 2 5 ' - 6 " 22 ' - 6 " 18' - 7"3' - 0" 13 ' - 0 " 9' - 6 " 14' - 10" 22 ' - 6 " 14' - 10"5' - 6"4' - 0" 3' - 0 " 10' - 9"4' - 11"2' - 8"5' - 6" 1' - 2 " 9' - 2 " 1' - 2 " 17 ' - 8 " 6' - 1 0 " 5 ' - 0 " 2 7 ' - 0 1 / 2 " 7' - 0 1 / 2 " 2 A3 . 2 Ba r 20 1 Ki t c h e n 20 4 Mu d 21 0 Cl o 21 1 Ba t h 21 5 Cl o s e t 21 6 Fa t h e r ' s B e d r o o m 21 7 Living Room 218Garage220 We t B a r Closet 219 3 A3 . 2 2 0 ' - 6 " Li v i n g 20 2 11 ' - 6 " 2 A4 . 1 1 A4.2 9' - 8 " 3 ' - 0 " 6' - 6 " 5' - 0 " 1 5 ' - 6 " H o m e M a n a g e m e n t D e s k 1' - 8 " 3' - 0 " 10' - 9"10' - 9"3' - 0" 3 ' - 1 1 " 8 ' - 0 " 2 ' - 6 " 9 ' - 5 1 / 2 " 3 ' - 7 " 2 ' - 7 " 1 ' - 0 " 2' - 1 1 / 2 " 6' - 8 3 / 4 " 5' - 8 1 / 2 " 11 ' - 2 7 / 8 " 5 ' - 5 7 / 8 " 3 ' - 5 " 4 ' - 5 " 8 ' - 8 " 4 A4 . 1 1 A4 . 1 7829' - 6" 78 2 9 ' - 6 " 78 2 4 ' - 3 3 / 1 6 " 3 A4 . 1 78 3 0 ' - 0 " 78 2 9 ' - 6 " 7830' - 0" 2 A4 . 2 10 0 ' - 1 " . 45' - 7" 6' - 6 " 6' - 6 " 9' - 0 1 / 2 " 15' - 3 1/2" E X I S T I N G B L D G C O R N E R 7' - 0 " 27 ' - 0 " 3' - 0 " 12 ' - 0 1 / 2 " 11 ' - 1 1 1 / 2 " E X I S T I N G B L D G C O R N E R 3' - 1 1 " 4' - 5 1 / 2 " 3' - 3 " 3' - 3 " 4' - 1 " 2' - 8 " 7 ' - 6 " 7 ' - 0 " 6 ' - 4 1 / 2 " 4 ' - 7 1 / 2 " 1' - 6 " co n f i r m w i t h F P 2' - 0 " GA S F I R E P L A C E AP P L I A N C E 9 ' - 6 " 5 ' - 0 " 2' - 8 " TH I N S T O N E VE N E E R CO N C R E T E O R S T O N E H E A R T H 220A 218A 3 20 2 A 20 2 B 20 2 C 20 19 18 218B 31 32 30 5 4 21 7 B 24 25 26 27 22 23 28 29 21 5 B 33 220D 21 7 A 21 2 A 21 6 A 21 0 A 220C 20 6 A 21 1 A 20 5 A 141312 20 3 A 6 7 8 35 373836215A3940 16 219A R @ 7 5 / 1 6 " 18 R @ 7" 12 11 " 1 1 " Di n i n g 20 3 En t r y 20 5 Po w d e r 20 6 De n 20 8 3' - 4 " EX I S T I N G F I R E P L A C E GA S F I R E P L A C E T O R E M A I N . FL U E / C H I M N E Y R O R E C E I V E N E W ST O N E T O M A T C H H O U S E 4' - 9 1 / 2 " 3' - 9 " 5' - 7 1 / 4 " 3' - 6 " 3' - 0"1' - 6"3' - 0"9' - 7 1/2" Ha l l 21 2 3' - 7"3' - 3" 16 ' - 0 1 / 4 " 7' - 9 " 1 3 ' - 6 " 2 ' - 6 " 8 ' - 0 1 / 2 " 2 ' - 6 " 7' - 4 1 / 2 " OP E N I N G 6' - 7 3 / 4 " 6' - 1 0 " 8 ' - 0 1 / 2 " 2 ' - 6 " 2 ' - 6 " 3 ' - 1 " 1 ' - 6 " 2 ' - 0 " 3 ' - 1 " 6' - 9 " 3' - 4 " 6 ' - 3 3 / 4 " 3 ' - 1 0 " 6' - 1 1 " 3 ' - 2 " 2 ' - 0 " 2 ' - 0 " 2 ' - 6 " 1 ' - 9 " 4' - 8" 5' - 1 " 3' - 11 1/2" 78 2 8 ' - 0 " LI N E T O D E M O S T R A T E PE R I M E T E R O F H O U S E F O R FI R E D E P A R T M E N T EV A L U A T I O N I S 2 6 5 ' 9 1 / 2 " (< 3 0 0 ' - 0 " ) R @ 6" 3 R @ 6" 3 GAS METER ANCHORDED TO DECK PIER ME T E R C L O S E T 78 2 9 ' - 6 " 78 2 9 ' - 5 " 9'x18' PARKING 9'x18' PARKING970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONS 3 / 2 4 / 2 0 1 4 9 : 0 8 : 5 3 A M A 2 .2 MAIN LEVEL P L A N1350Hoyt-Young Add/Reno Final DRB Review Set 0 3-2 0-1 4Brian Hoyt and Louise Young 2764 South Frontage Road West Vail, Colorado 1/4" = 1'-0"1 2.0 Main LevelNo. Description Date W D DN A3 . 2 A3 . 1 A3 . 1 1 1 2 8 ' - 1 0 " 2 A3 . 2 Ma s t e r B e d r o o m 30 3 M. C l o s e t 30 5 Br i d g e 30 6 La u n d r y 30 7 OP E N T O B E L O W 3 A3 . 2 2 A4 . 1 1 A4.2 Be d r o o m 30 9 Cl o s e t 31 0 Ba t h 31 1 WC 31 2 Bedroom 313Closet314 20 ' - 1 0 1 / 2 " 13 ' - 9 " 3' - 4 " 9' - 6 " 13' - 9" 1' - 0 " 1' - 0" 4 A4 . 1 4 ' - 3 " 22 ' - 6 " 6 ' - 6 " 7 ' - 1 0 " 6 ' - 2 " 1 3 ' - 6 " 1 A4 . 1 3' - 8 " 13 ' - 4 " 5' - 6 " 17 ' - 0 " 3 ' - 0 " 1 5 ' - 0 " 5 ' - 2 " 8 ' - 1 0 " wi n d o w s e a t window seat 3 A4 . 1 A0 . 1 7 A0 . 1 8 A0 . 1 9 4' - 0 " 10 ' - 8 " 1 0 ' - 4 " 3 ' - 2 1 / 2 " 6 ' - 6 " 12 ' - 0 " 2' - 8 " 7' - 4 1 / 2 " b e n c h 6' - 0" 3 ' - 9 1 / 2 " 5 ' - 8 " 6 ' - 0 " 4 ' - 3 " 9 ' - 6 " 1 0 " 1 0 ' - 2 " 14' - 2"3' - 0"5' - 0"8' - 9" 2 A4 . 2 6' - 1 1 " 10' - 5 1/2" 20 ' - 1 0 1 / 2 " 6' - 3 " 10 ' - 5 1 / 2 " 6' - 3" 46 50 30 3 C 31 1 A 31 1 B 31 2 A 31 1 C 31 0 A 30 9 A 314A 65 6968 64 31 3 A 62 71 63 70 67 66 74 30 7 A 49 17 56 58 60 55 57 59 75 61 16 73 72 30 3 A 30 3 B 5453 51 30 1 A 52 45 44 15 R @ 7 5 / 1 6 " 18 Ma s t e r B a t h 30 2 WC 30 1 Ma s t e r A l c o v e 30 4 2' - 5 1 / 2 " 2 ' - 5 1 / 2 " 3 ' - 0 " 4 ' - 0 1 / 2 " 4 ' - 6 " 3 ' - 8 1 / 2 " 8' - 6 " 8' - 6 " 2' - 2 1 / 2 " 4' - 0 " 20 ' - 9 3 / 4 " 10 ' - 1 1 1 / 4 " 29 ' - 5 1 / 2 " Ha l l 30 8 Co r n e r s e a l e d g a s ap p l i a n c e f i r e p l a c e li n e a r s h o w e r t r e n c h d r a i n (n o c u r b ) P r o v i d e c a p i l a r y b r e a k 2 ' - 7 1 / 2 " 11 ' - 8 " 3' - 6 " 3' - 4 " 1 ' - 4 1 / 2 " 3' - 6 " 3' - 5 " 1' - 4 1/2"3' - 3"3' - 0"4' - 8"3' - 0"3' - 0"3' - 6" 1 0 ' - 3 " 5 ' - 0 " 5' - 0 " 40 " t v 30 2 A 1 ' - 6 " 31 ' - 9 " 20' - 2" 1 ' - 6 " 3 ' - 0 " 1 ' - 6 " 5 ' - 0 " 2 7 ' - 6 " 30 4 A OW N E R M A Y EL I M I N A T E T H I S DO O R . C O N F I R M BE F O R E O R D E R 970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONS 3 / 2 4 / 2 0 1 4 9 : 0 8 : 5 7 A M A 2 .3 UPPER L E V EL PLAN1350Hoyt-Young Add/Reno Final DRB Review Set 0 3-2 0-1 4Brian Hoyt and Louise Young 2764 South Frontage Road West Vail, Colorado 1/4" = 1'-0"1 3.0 Upper LevelNo. Description Date DN DN DN A T I O N O F E R P L A T 7 8 W I N D O W W E L L H E A D 9 E 7 5 .0 0 ' 7 8 2 5 .9 7 8 2 4 .6 S E T B A C K L I N E W O O D D E C K H O T T U B G R A V E L W A L K W A Y F L A G S T O N E P A T I O D E C K F L A G S T O N E P A T I O20'-0 " 0 .5 ' 0 .5 ' 0 .5 '0 .5 ' 8" 24" 12" " 6 " DN A3 . 2 A3 . 1 A3.1 3 A3 . 1 1 1 2 2 A3 . 2 3 A3 . 2 2 A4 . 1 1 A4.2 4 A4 . 1 1 A4 . 1 5" / 1 2 " 5 " / 1 2 " 5 " / 1 2 " 5 " / 1 2 " 3 " / 1 2 " 3 " / 1 2 " 5" / 1 2 " 5" / 1 2 " 5" / 1 2 " 5" / 12" 3 " / 1 2 " 5" / 12"5" / 12"5" / 12" 5 " / 1 2 " 5" / 1 2 " 5" / 1 2 " 3 A4 . 1 A0.1 6 A0 . 1 7 A0 . 1 8 A0 . 1 9 26 78 2 3 ' - 1 0 " e x i s t i n g HT = 3 2 ' - 6 5 / 1 6 " 26 24 7 8 2 3 ' - 1 0 " e x i s t i n g H T = 3 2 ' - 2 1 / 4 " 24 24 24 7828'-2" existing HT= 27'-1 1/8"7828'-6" existing HT= 17'-3" 7 8 2 8 ' - 0 " e x i s t i n g H T = 2 5 ' - 0 3 / 8 " 7 8 2 8 ' - 0 " e x i s t i n g H T = 2 5 ' - 0 3 / 8 " 78 2 6 ' - 1 " e x i s t i n g HT = 2 3 ' - 3 3 / 1 6 " 7825'-0" existing HT= 20'-8 1/8" 78 5 6 ' - 4 5 / 1 6 " 78 4 9 ' - 4 3 / 1 6 " 78 4 6 ' - 6 " 7845' - 9 1/8" 78 5 3 ' - 1 3 / 1 6 " 78 5 3 ' - 1 3 / 8 " 7845' - 9 1/8" 78 5 6 ' - 4 5 / 1 6 " 7 8 2 7 ' - 1 0 " e x i s t i n g H T = 1 9 ' - 2 " 2 A4 . 2 3' - 0 " 3' - 0 " 22 ' - 6 " 2' - 0"1' - 6"2' - 6"1' - 6"1' - 6"7' - 0".3' - 0".3' - 0" 1' - 6 " 2 ' - 0 " 4 ' - 6 " 1' - 0 " 2 ' - 0 " 3 ' - 0 " 1' - 6 " . 1 ' - 6 " 1' - 6 " . 2 ' - 0 " 3 ' - 0 " 3 ' - 5 " 3' - 0 " 2 ' - 0 " . 2' - 0 " 2' - 0"11' - 10". 6 ' - 4 " . 970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONS 3 / 2 4 / 2 0 1 4 9 : 4 1 : 2 1 A M A 2 .4 ROOF PLAN1350Hoyt-Young Add/Reno Final DRB Review Set 0 3-2 0-1 4Brian Hoyt and Louise Young 2764 South Frontage Road West Vail, Colorado 1/4" = 1'-0"1 4.0 Roof LevelNo. Description Date 2.0 Main Level 7829' - 6"3.0 Upper Level 7840' - 6"1.0 Lower Level 7821' - 0"3.1 Master Level 7840' - 6" 2 A3 . 2 2 A4.1 1 A4 . 2 1.9 Great Rm Level 7828' - 0" 3 A4 . 1 2 A4 . 2 22 0 A 3 20 19 18 46 5 4 50 49 20 5 A 141312 17 678 11 9 16 51 45 44 1 2 10 15 EXISTING BLDG CORNER AS P H A L T S H I N G L E S O N F U L L C O V E R A G E WA T E R P R O O F M E M B R A N E O N R O O F SH E A T H I N G O N P R E - E N G I N E E R E D R O O F TR U S S E S 78 5 5 ' - 3 1 / 8 " 78 4 5 ' - 9 1 / 8 " 78 4 6 ' - 6 " 7856' - 4 5/16" 78 5 5 ' - 1 0 " 7858' - 4" 1" X 6 " D O U G L A S F I R H O R I Z I N T A L S I D I N G (S H I P L A P P E D W I T H S Q U A R E E D G E S ) Mi l l f i n i s h t e x t u r e . U S E F L A N N E R Y T R I M AL U M I N U M M E T A L O U T S I D E C O R N E R ST O N E V E N E E R , D R Y S T A C K , WI T H 3 % T O 5 % J U M P E R S ME T A L C L A D O P E N I N G BE T W E E N S T O N E A N D GA R A G E D O O R C O L O R T O MA T C H T Y P I C A L E X P O S E D ST E E L ( N A T U R A L ) WE A T H E R E D H O R I Z O N T A L ( G R A Y ) G A R A G E DO O R C L A D D I N G 2x 8 A N D 2 x 1 2 C E D A R F A S C I A T R I M MI L L F I N I S H T E X T U R E NE W S T O N E V E N E E R O V E R EX I S T I N G C H I M N E Y . E X T E N D F L U E HE I G H T T O M E E T C O D E W I T H N E W RO O F 1x 1 0 V E R T I C A L C E D A R S I D I N G S H I P LA P P E D US E 1 x 8 C O R N E R B O A R D S A T O U T S I D E CO R N E R V E R T I C A L S I D I N G L O C A T I O N 8x 1 2 T I M B E R R I D G E A N D S H O U L D E R BE A M S W I T H 8 x 8 K N E E B R A C E S 8x 8 T I M B E R K I N G P O S T AN D A N G L E T I M B E R S ST E E L P L T C O N N E C T O R (2 ) S T E E L C H A N N E L S A S BO T T O M C H O R D 10 x 1 0 TI M B E R CO L U M N WE A T H E R E D H O R I Z O N T A L ( G R A Y ) SI D I N G A T E N T R Y , A N D T R I M A R O U N D EN T R Y D O O R A N D W I N D O W S WE A T H E R E D H O R I Z O N T A L ( G R A Y ) SI D I N G B A N D W I T H 3 " A C C E N T T R I M (T R I M C O L O R ) 2 ' - 6 " . 1x 8 V E R T I C A L C E D A R S I D I N G S H I P L A P P E D US E 1 x 8 C O R N E R B O A R D S A T O U T S I D E C O R N E R VE R T I C A L S I D I N G L O C A T I O N 1" X 6 " W E A T H E R E D H O R I Z I N T A L S I D I N G (S H I P L A P P E D W I T H S Q U A R E E D G E S ) US E F L A N N E R Y T R I M A L U M I N U M M E T A L OU T S I D E C O R N E R S . 3" 12 " 5" 12 " 5" 12 " 5" 12 " 5" 12 " EL E C M E T E R CA B L E / P H O N E CL O S E T O N S I D E WA L L O F G A R A G E 6x8 TIMBER CORBELS AT SHED 2x 1 2 T I M B E R B E L L Y B A N D T R I M NEW WOOD TRIM AT WDW WITHIN WEATHERED WOOD SIDING1" X 6" DOUGLAS FIR HORIZINTAL SIDING (SHIP LAPPED WITH SQUARE EDGES)Mill finish texture. USE FLANNERY TRIM ALUMINUM METAL OUTSIDE CORNER 2. 0 M a i n L e v e l 78 2 9 ' - 6 " 3. 0 U p p e r L e v e l 78 4 0 ' - 6 " 1. 0 L o w e r L e v e l 78 2 1 ' - 0 " 3. 1 M a s t e r L e v e l 78 4 0 ' - 6 " 3 A3 . 2 1. 9 G r e a t R m L e v e l 78 2 8 ' - 0 " 1 2 ' - 6 " 1 ' - 6 " 2. 1 F ' S U I T E 78 3 0 ' - 0 " 4 A4 . 1 1 A4 . 1 78 5 6 ' - 4 5 / 1 6 " 3 2 ' - 6 5 / 1 6 " 78 2 3 ' - 1 0 " 20 2 A 22 23 30 3 A 54 53 52 2.0 Main Level 7829' - 6"3.0 Upper Level 7840' - 6"1.0 Lower Level 7821' - 0"3 A3 . 2 1.9 Great Rm Level 7828' - 0"2.1 F' SUITE 7830' - 0"11' - 0"12' - 6"11' - 0"1' - 6"4 A4.1 1 A4.1 21 8 B 21 8 A 220C 72 70 73 74 GAS METER ANCHORDED TO DECK PIER (beyond the roof drip line)7827' - 0"970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONS 3 / 2 4 / 2 0 1 4 9 : 0 9 : 4 4 A M A 3 .1 ELEVATIONS1350Hoyt-Young Add/Reno Final DRB Review Set 0 3-2 0-1 4Brian Hoyt and Louise Young 2764 South Frontage Road West Vail, Colorado 1/4" = 1'-0"1 NORTH ELEVATION 1 / 4 " = 1 ' - 0 " 2 W E S T E L E V A T I O N 1/4" = 1'-0"3 EAST ELEVATIONNo. Description Date 2.0 Main Level 7829' - 6"3.0 Upper Level 7840' - 6"1.0 Lower Level 7821' - 0"3.1 Master Level 7840' - 6" 2 A3 . 2 2 A4 . 1 1 A4 . 2 1. 9 G r e a t R m L e v e l 78 2 8 ' - 0 " 2.1 F' SUITE 7830' - 0" 3 A4 . 1 2 A4 . 2 20 2 B 20 2 C 31 32 30 24 25 26 2730 3 C 28 29 33 65 69 68 64 62 71 67 66 20 3 A 56 58 X2 4 60 55 57 59 61 35 37 38 36 42 43 39 40 41 30 3 B 63 70 22 23 75 1" X 6 " D O U G L A S F I R H O R I Z I N T A L S I D I N G (S H I P L A P P E D W I T H S Q U A R E E D G E S ) Mi l l f i n i s h t e x t u r e . U S E F L A N N E R Y T R I M AL U M I N U M M E T A L O U T S I D E C O R N E R AT B E D R O O M D O R M E R - - - 1" X 6 " W E A T H E R E D ( G R A Y ) HO R I Z I N T A L S I D I N G . U S E FL A N N E R Y T R I M A L U M I N U M ME T A L O U T S I D E C O R N E R 3" 12 " 5" 12 " 5" 12 " 5" 12" 3" 12 " 5" 12 " 1" X 6 " D O U G L A S F I R HO R I Z I N T A L S I D I N G (S H I P L A P P E D W I T H SQ U A R E E D G E S ) Mi l l f i n i s h t e x t u r e . CE M E N T S T U C C O S Y S T E M O N L O W E R LE V E L E X T E R I O R W A L L S 2.0 Main Level 7829' - 6"3.0 Upper Level 7840' - 6"1.0 Lower Level 7821' - 0" 3 A3 . 2 1.9 Great Rm Level 7828' - 0"2.1 F' SUITE 7830' - 0" 4 A4 . 1 1 A4 . 1 7 ' - 8 " 7' - 5 5/8"15' - 1 1/4" 1 7 ' - 1 3 / 1 6 " 11 ' - 3 1 / 4 " 16 ' - 2 3 / 4 " 27 ' - 6 " 8 " 8 ' - 9 " 1 9 ' - 9 " 8 ' - 0 3 / 4 " 2. 0 M a i n L e v e l 78 2 9 ' - 6 " 3. 0 U p p e r L e v e l 78 4 0 ' - 6 " 1. 0 L o w e r L e v e l 78 2 1 ' - 0 " 3. 1 M a s t e r L e v e l 78 4 0 ' - 6 " 2 A3 . 2 2 A4 . 1 1. 9 G r e a t R m L e v e l 78 2 8 ' - 0 " 3 A4 . 1 20 ' - 1 0 1 / 2 " 3 ' - 0 " 4 ' - 1 1 1 / 4 " 970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONS 3 / 2 4 / 2 0 1 4 9 : 1 0 : 0 0 A M A 3 .2 E LEVATION A N D S E C TION1350Hoyt-Young Add/Reno Final DRB Review Set 0 3-2 0-1 4Brian Hoyt and Louise Young 2764 South Frontage Road West Vail, Colorado 1/4" = 1'-0"1 SOUTH ELEVATION 1/4" = 1'-0"2 Section 1 1 / 4 " = 1 ' - 0 " 3 Se c t i o n 2 No. Description Date 2 A3.2 2.1 F' SUITE 7830' - 0"3 A4.12 A4.2 2. 0 M a i n L e v e l 78 2 9 ' - 6 " 3. 0 U p p e r L e v e l 78 4 0 ' - 6 " 1. 0 L o w e r L e v e l 78 2 1 ' - 0 " 3 A3 . 2 1. 9 G r e a t R m L e v e l 78 2 8 ' - 0 " 4 A4 . 1 4 ' - 1 1 1 / 4 " 8 ' - 1 " 1 ' - 2 " 2' - 0 " 1 9 ' - 1 " 2 1 ' - 1 " 1 ' - 7 3 / 8 " 3 ' - 2 " 2. 0 M a i n L e v e l 7829' - 6" 3. 0 U p p e r L e v e l 78 4 0 ' - 6 " 1. 0 L o w e r L e v e l 7821' - 0" 3 A3 . 2 1. 9 G r e a t R m L e v e l 78 2 8 ' - 0 " 4 A4 . 1 1 A4 . 1 2.0 Main Level 7829' - 6"3.0 Upper Level 7840' - 6"1.0 Lower Level 7821' - 0"3.1 Master Level 7840' - 6" 2 A3 . 2 2 A4 . 1 1 A4 . 2 1.9 Great Rm Level 7828' - 0" 2. 1 F ' S U I T E 78 3 0 ' - 0 " 3 A4 . 1 2 A4 . 2 1 9 ' - 1 1 / 2 " 970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONS 3 / 2 4 / 2 0 1 4 9 : 1 0 : 0 5 A M A 4 .1 BUILDING S E CTIONS1350Hoyt-Young Add/Reno Final DRB Review Set 0 3-2 0-1 4Brian Hoyt and Louise Young 2764 South Frontage Road West Vail, ColoradoNo. Description Date 1/4" = 1'-0"1 Section 10 1 / 4 " = 1 ' - 0 " 2 Se c t i o n 5 1 / 4 " = 1 ' - 0 " 3 Se c t i o n 4 1/4" = 1'-0"4 Section 3 2.0 Main Level 7829' - 6"3.0 Upper Level 7840' - 6"1.0 Lower Level 7821' - 0"3.1 Master Level 7840' - 6" 9 ' - 3 " 2.1 F' SUITE 7830' - 0" 9 ' - 1 1 1 / 4 " 4 A4 . 1 14 ' - 0 " 8 ' - 9 " 3' - 5 1 / 2 " 2' - 1 1 1 / 2 " 2.0 Main Level 7829' - 6"3.0 Upper Level 7840' - 6"1.0 Lower Level 7821' - 0"2.1 F' SUITE 7830' - 0" 4 A4 . 1 1 A4 . 1 3 ' - 5 " b o o k c a s e 8' - 9" 8 ' - 9 " 9 ' - 3 " 1 1 ' - 0 1 3 / 1 6 " 1 ' - 2 3 / 8 " 9 ' - 3 " 3 " / 1 2 " 5 " / 1 2 " 12 ' - 5 1 / 4 " 19 ' - 8 1 / 2 " 7' - 3 1 / 4 " 7' - 3 1 / 4 " 9' - 3"9' - 11 1/4"1' - 2" 8 1 / 4 " 1 ' - 1 0 1 / 8 " 1 9 ' - 9 " 970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONS 3 / 2 4 / 2 0 1 4 9 : 1 0 : 0 8 A M A 4 .2 BUILDING S E CTIONS1350Hoyt-Young Add/Reno Final DRB Review Set 0 3-2 0-1 4Brian Hoyt and Louise Young 2764 South Frontage Road West Vail, ColoradoNo. Description Date 1/4" = 1'-0"1 Section 6 1 / 4 " = 1 ' - 0 " 2 Se c t i o n 9 3 ' - 2 1 / 2 " 8" 8" 3" x 3 " x 1 / 4 " S T E E L A N G L E B T M R A I L 2" X 3 / 8 " S T E E L B A R S T O C K NA T U R A L W R O U G H T F I N I S H , S E A L E D - ME T A L S M I T H T O R E V I E W T H I C K N E S S DI M . F O R S A G 8x 8 T I M B E R N E W E L W I T H 7" x 2 1 / 2 " W O O D R A I L I N G T O P R A I L C A P . BE V E L C U T 1 / 4 " 4 " 3 ' - 0 1 / 2 " 2 1 / 2 " 3" x 3 " x 1 / 4 " S T E E L A N G L E T O P R A I L 4 " 3 " 4 " 4 " 4 " 4 " 4 " 4 " 3 " 2 1 / 2 " NO T E : IN T E R I O R D E T A I L I S S I M I L A R WI T H T H E C H A N G E S B E I N G TH A T A 2 " x 5 " S T A I N E D T O P WO O D R A I L A N D 4 " x 4 " S T E E L NE W E L S A R E T O B E U S E D H E E L H T 1 ' - 2 " M I N . 5 1 /2 " 1 1 1 /4 " 1 ' - 1 "7 1 /4 " SE E R O O F P L A N 3' - 0 " . BT M O F H D R 1 " 5 " 2 1 /2 " AS P H A L T ( T L ) S H I N G L E S ON F U L L C O V E R A G E W A T E R P R O O F M E M B R A N E ON R O O F S H E A T H I N G O N P R E - E N G I N E E R E D R O O F T R U S S E S AT A L L E A V E S , P R O V I D E ' D ' SH A P L E D E D G E F L A S H I N G WI T H 1 " O V E R H A N G 2x 8 A N D 2 x 1 2 W O O D FA S C I A 1x 6 T & G W O O D S O F F I T HE A D F L A S H I N G 3x 1 0 H E A D T R I M AL U M I N U M C L A D W O O D W I N D O W S AT H E A D , O V E R L A P T H E R M A L A N D A I R I N F I L T R A T I O N BA R R I E R / D R A I N A G E P L A N E O V E R W A T E R P R O O F ME M B R A N E W I N D O W T A P E RO O F I N S U L A T I O N : 18 " O F B L O W N - I N B A T T A T T H E B O T T O M C H O R D O F T R U S S E S =R- 6 4 . 8 ( R - 3 . 6 P E R I N C H ) DR Y W A L L W R A P D E T A I L A T I N T E R I O R 3- S I D E S . S I L L A N D A P R O N O N B T M 970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONS 3 / 2 4 / 2 0 1 4 9 : 1 0 : 0 9 A M A 5 .1 DETAILS1350Hoyt-Young Add/Reno Final DRB Review Set 0 3-2 0-1 4Brian Hoyt and Louise Young 2764 South Frontage Road West Vail, ColoradoNo. Description DateWindow Schedule Wi d t h H e i g h t W i n d o w T y p e L e v e l H e a d H e i g h t C o m m e n t s 1 3 ' - 1 0 " 3 ' - 1 0 " 1 . 0 L o w e r L e v e l 6 ' - 1 0 " E X I S T . O P E N I N G 2 3 ' - 1 0 " 3 ' - 1 0 " 1 . 0 L o w e r L e v e l 6 ' - 1 0 " E X I S T . O P E N I N G 3 2 ' - 6 " 2 ' - 6 " A w n i n g 2 . 0 M a i n L e v e l 8 ' - 0 " 4 2 ' - 6 " 5 ' - 0 " C a s e m e n t 2 . 0 M a i n L e v e l 8 ' - 0 " 5 5 ' - 0 " 5 ' - 0 " 2 . 0 M a i n L e v e l 8 ' - 0 " 6 2 ' - 0 " 2 ' - 6 " C l a d U l t i m a t e C a s e m e n t Picture Unit 2.0 Main Level 2' - 9" 7 2 ' - 0 " 2 ' - 6 " C l a d U l t i m a t e C a s e m ent Picture Unit 2.1 F' SUITE 5' - 0" 8 2 ' - 0 " 2 ' - 6 " C l a d U l t i m a t e C a s e m e n t Picture Unit 2.0 Main Level 8' - 3" 9 2 ' - 0 " 2 ' - 6 " C l a d U l t i m a t e C a s e m e n t Picture Unit 2.1 F' SUITE 11' - 1" 10 3 ' - 2 " 3 ' - 2 " C l a d U l t i m a t e C a s e m ent Picture Unit 2.0 Main Level 12' - 3" 11 2 ' - 0 " 2 ' - 6 " C l a d U l t i m a t e C a s e m ent Picture Unit 2.1 F' SUITE 11' - 1" 12 2 ' - 0 " 2 ' - 6 " C l a d U l t i m a t e C a s e m ent Picture Unit 2.0 Main Level 8' - 3" 13 2 ' - 0 " 2 ' - 6 " C l a d U l t i m a t e C a s e m ent Picture Unit 2.1 F' SUITE 5' - 0" 14 2 ' - 0 " 2 ' - 6 " C l a d U l t i m a t e C a s e m ent Picture Unit 2.0 Main Level 2' - 9" 15 2 ' - 6 " 4 ' - 0 " C a s e m e n t 2 . 0 M a i n L e v e l 5 ' - 0 " 16 2 ' - 6 " 2 ' - 6 " C l a d U l t i m a t e C a s e m ent Picture Unit 2.1 F' SUITE 7' - 3" 17 2 ' - 6 " 5 ' - 0 " C a s e m e n t 2 . 0 M a i n L e v e l 1 3 ' - 0 " 18 2 ' - 6 " 2 ' - 6 " A w n i n g 2 . 0 M a i n L e v e l 7 ' - 9 " 19 2 ' - 6 " 2 ' - 6 " A w n i n g 2 . 0 M a i n L e v e l 7 ' - 9 " 20 2 ' - 6 " 2 ' - 6 " A w n i n g 2 . 0 M a i n L e v e l 7 ' - 9 " 22 4 ' - 0 " 3 ' - 0 " A w n i n g 1 . 9 G r e a t R m L e v e l 1 1 ' - 0 " T R A N S O M 23 4 ' - 0 " 3 ' - 0 " A w n i n g 1 . 9 G r e a t R m L e v e l 1 1 ' - 0 " T R A N S O M 24 4 ' - 0 " 3 ' - 0 " A w n i n g 1 . 9 G r e a t R m L e v e l 1 1 ' - 0 " T R A N S O M 25 4 ' - 0 " 3 ' - 0 " A w n i n g 1 . 9 G r e a t R m L e v e l 1 1 ' - 0 " T R A N S O M 26 4 ' - 0 " 3 ' - 0 " A w n i n g 1 . 9 G r e a t R m L e v e l 1 1 ' - 0 " T R A N S O M 27 4 ' - 0 " 3 ' - 0 " A w n i n g 1 . 9 G r e a t R m L e v e l 1 1 ' - 0 " T R A N S O M 28 2 ' - 6 " 4 ' - 0 " C a s e m e n t 2 . 0 M a i n L e v e l 7 ' - 8 " 29 5 ' - 0 " 4 ' - 0 " C l a d U l t i m a t e C a s e m ent Picture Unit 2.0 Main Level 7' - 8" 30 2 ' - 6 " 5 ' - 0 " C a s e m e n t 2 . 1 F ' S U I T E 8 ' - 0 " 31 6 ' - 0 " 5 ' - 0 " 2 . 1 F ' S U I T E 8 ' - 0 " F I X E D P I C T U R E 32 2 ' - 6 " 5 ' - 0 " C a s e m e n t 2 . 1 F ' S U I T E 8 ' - 0 " 33 2 ' - 0 " 2 ' - 0 " A w n i n g 2 . 1 F ' S U I T E 7 ' - 0 " 35 6 ' - 0 " 5 ' - 0 " 2 . 1 F ' S U I T E 8 ' - 0 " F I X E D P I C T U R E 36 6 ' - 0 " 2 ' - 6 " A w n i n g 2 . 1 F ' S U I T E 3 ' - 0 " 37 2 ' - 6 " 5 ' - 0 " C a s e m e n t 2 . 1 F ' S U I T E 8 ' - 0 " 38 2 ' - 6 " 2 ' - 6 " A w n i n g 2 . 1 F ' S U I T E 3 ' - 0 " 39 3 ' - 0 " 4 ' - 0 " C l a d U l t i m a t e C a s e m e n t 1 . 0 L o w e r L e v e l 7 ' - 6 " 40 3 ' - 0 " 4 ' - 0 " C l a d U l t i m a t e C a s e m e n t 1 . 0 L o w e r L e v e l 7 ' - 6 " 41 2 ' - 6 " 2 ' - 6 " A w n i n g 1 . 0 L o w e r L e v e l 7 ' - 0 " 42 3 ' - 0 " 4 ' - 0 " C l a d U l t i m a t e C a s e m e n t 1 . 0 L o w e r L e v e l 7 ' - 6 " 43 3 ' - 0 " 4 ' - 0 " C l a d U l t i m a t e C a s e m e n t 1 . 0 L o w e r L e v e l 7 ' - 6 " 44 2 ' - 6 " 2 ' - 6 " A w n i n g 3 . 0 U p p e r L e v e l 7 ' - 9 " 45 2 ' - 6 " 2 ' - 6 " A w n i n g 3 . 0 U p p e r L e v e l 7 ' - 9 " 46 2 ' - 6 " 2 ' - 6 " A w n i n g 3 . 0 U p p e r L e v e l 7 ' - 9 " 49 2 ' - 6 " 4 ' - 5 1 / 8 " C l a d U l t i m a t e C a s e m e n t 3 . 0 U p p e r L e v e l 8 ' - 3 " 50 2 ' - 6 " 5 ' - 0 " C a s e m e n t 3 . 1 M a s t e r L e v e l 7 ' - 6 " 51 3 ' - 0 " 4 ' - 6 " C a s e m e n t 3 . 0 U p p e r L e v e l 6 ' - 6 " 52 2 ' - 6 " 2 ' - 6 " A w n i n g 3 . 0 U p p e r L e v e l 7 ' - 3 " 53 2 ' - 6 " 4 ' - 5 1 / 8 " C l a d U l t i m a t e C a s e m e n t 3 . 0 U p p e r L e v e l 6 ' - 9 " 54 2 ' - 6 " 4 ' - 5 1 / 8 " C l a d U l t i m a t e C a s e m e n t 3 . 0 U p p e r L e v e l 6 ' - 9 " 55 4 ' - 1 1 " 2 ' - 5 " A w n i n g 2 . 0 M a i n L e v e l 1 6 ' - 3 " 56 4 ' - 1 1 " 4 ' - 1 1 " A w n i n g 2 . 0 M a i n L e v e l 1 3 ' - 1 0 " 57 4 ' - 1 1 " 2 ' - 5 " A w n i n g 2 . 0 M a i n L e v e l 1 6 ' - 3 " 58 4 ' - 1 1 " 4 ' - 1 1 " A w n i n g 2 . 0 M a i n L e v e l 1 3 ' - 1 0 " 59 4 ' - 1 1 " 2 ' - 5 " A w n i n g 2 . 0 M a i n L e v e l 1 6 ' - 3 " 60 4 ' - 1 1 " 4 ' - 1 1 " A w n i n g 2 . 0 M a i n L e v e l 1 3 ' - 1 0 " 61 2 ' - 6 " 2 ' - 6 " A w n i n g 3 . 0 U p p e r L e v e l 8 ' - 3 " 62 2 ' - 6 " 2 ' - 6 " A w n i n g 3 . 0 U p p e r L e v e l 8 ' - 3 " 63 1 ' - 9 " 5 ' - 0 " C a s e m e n t 3 . 0 U p p e r L e v e l 8 ' - 6 " 64 3 ' - 6 " 5 ' - 0 " C a s e m e n t 3 . 0 U p p e r L e v e l 8 ' - 6 " 65 2 ' - 0 " 5 ' - 0 " C a s e m e n t 3 . 0 U p p e r L e v e l 8 ' - 6 " 66 2 ' - 6 " 2 ' - 6 " A w n i n g 3 . 0 U p p e r L e v e l 8 ' - 3 " 67 2 ' - 6 " 2 ' - 6 " A w n i n g 3 . 0 U p p e r L e v e l 8 ' - 3 " 68 2 ' - 0 " 5 ' - 0 " C a s e m e n t 3 . 0 U p p e r L e v e l 8 ' - 6 " 69 3 ' - 6 " 5 ' - 0 " C a s e m e n t 3 . 0 U p p e r L e v e l 8 ' - 6 " 70 1 ' - 9 " 5 ' - 0 " C a s e m e n t 3 . 0 U p p e r L e v e l 8 ' - 6 " 71 2 ' - 6 " 2 ' - 6 " A w n i n g 3 . 0 U p p e r L e v e l 8 ' - 3 " 72 2 ' - 0 " 2 ' - 0 " A w n i n g 3 . 0 U p p e r L e v e l 9 ' - 0 " 73 2 ' - 0 " 2 ' - 0 " A w n i n g 3 . 0 U p p e r L e v e l 9 ' - 0 " 74 2 ' - 0 " 2 ' - 0 " A w n i n g 3 . 0 U p p e r L e v e l 9 ' - 0 " 75 2 ' - 6 " 5 ' - 0 " C a s e m e n t 3 . 0 U p p e r L e v e l 8 ' - 3 " Do o r S c h e d u l e F a n c y Do o r Nu m b e r Do o r Ty p e Do o r S i z e D e s c r i p t i o n 10 3 A 5 3 0 " x 8 4 " 10 7 A 4 0 3 4 " x 8 0 " 10 8 A 9 6 4 8 " x 8 0 " 10 9 A 5 3 0 " x 8 4 " 11 0 A 6 5 2 8 " x 8 4 " 11 0 B 6 5 2 8 " x 8 4 " 11 1 A 5 3 0 " x 8 4 " 11 2 A 3 8 3 0 " x 8 0 " 20 2 A 1 2 6 8 ' x 8 ' 4 P A N E L S L I D I N G G L A S S X 0 0 X 20 2 B 1 2 6 8 ' x 8 ' 4 P A N E L S L I D I N G G L A S S X 0 0 X 20 2 C 1 2 6 8 ' x 8 ' 4 P A N E L S L I D I N G G L A S S X 0 0 X 20 3 A 1 2 6 8 ' x 8 ' 4 P A N E L S L I D I N G G L A S S X 0 0 X 20 5 A 1 0 3 3 8 " X 9 6 " 20 6 A 6 5 2 8 " x 8 4 " 21 0 A 7 7 3 6 " x 8 4 " 21 1 A 5 2 6 0 " x 8 4 " 21 2 A 7 7 3 6 " x 8 4 " 21 5 A 6 5 2 8 " x 8 4 " 21 5 B 6 5 2 8 " x 8 4 " 21 6 A 6 5 2 8 " x 8 4 " 21 7 A 7 8 3 4 " x 8 4 " 21 7 B 6 8 3 6 " x 8 4 " 21 8 A 9 8 3 8 " x 9 6 " 21 8 B 1 2 6 8 ' x 8 ' 4 P A N E L S L I D I N G G L A S S X 0 0 X 21 9 A 5 3 0 " x 8 4 " 22 0 A 1 1 0 1 8 ' x 8 ' 22 0 C 7 7 3 6 " x 8 4 " 22 0 D 7 7 3 6 " x 8 4 " 30 1 A 6 5 2 8 " x 8 4 " 30 2 A 5 3 0 " x 8 4 " 30 3 A 1 2 6 8 ' x 8 ' 4 P A N E L S L I D I N G G L A S S X 0 0 X 30 3 B 8 7 6 ' x 8 ' 30 3 C 8 7 6 ' x 8 ' 30 4 A 7 8 3 4 " x 8 4 " 30 7 A 7 8 3 4 " x 8 4 " 30 9 A 7 8 3 4 " x 8 4 " 31 0 A 6 5 2 8 " x 8 4 " 31 1 A 6 5 2 8 " x 8 4 " 31 1 B 6 5 2 8 " x 8 4 " 31 1 C 7 9 2 4 " x 8 4 " 31 2 A 6 5 2 8 " x 8 4 " 31 3 A 7 8 3 4 " x 8 4 " 31 4 A 6 5 2 8 " x 8 4 " 3 / 4 " = 1 ' - 0 " 1 RA I L I N G D E T A I L 1 1 / 2 " = 1 ' - 0 " 2 TY P I C A L E A V E D E T A I L 9 ' - 1 0 1 / 4 " 6 ' - 1 1 / 2 " 9 ' - 6 " 5 ' - 4 " 10 ' - 7 " 12' - 5 3/4"9' - 0 1/4" 13 ' - 2 " 5 / 8 " KI T C H E N 2 7 ' - 6 " 2 7 ' - 6 " 1' - 4 13/16" 9' - 4 3 / 4 " 17 ' - 1 3 / 4 " 21 ' - 1 1 " 11 ' - 9 " 1 0 ' - 6 1 / 4 " 14 ' - 0 " 1 3 ' - 1 3 / 4 " 1 3 ' - 2 " 2 ' - 0 " 1' - 1 0 3 / 4 " RE M O V E A L L F R A M E D W A L L S A B O V E T H E FO U N D A T I O N E X C E P T F O R T H E F I R E P L A C E A N D AR O U N D T H E B U I L T - I N S 970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONS 3 / 2 4 / 2 0 1 4 9 : 1 0 : 1 0 A M D 2 .1 D E MOLITION P L A N S 1 350Hoyt-Young Add/Reno Final DRB Review Set 0 3-2 0-1 4Brian Hoyt and Louise Young 2764 South Frontage Road West Vail, Colorado 1/4" = 1'-0"1 .1.0 Demolition Lower Level 1/4" = 1'-0"2 .2.0 Demolition Main LevelNo. Description Date