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Restaurantrenovation for Nico Vail Inc .
Concept images of exterior
Photos of existing exterior A Vail
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`. ,., 1. i Type of Construction: Type V-B 1 1
`� �� combustible exterior wall assembly _
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� combustible bearingwall assembly ��
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glu-lam columns
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glu-lam roof ridge beams
.. 01 unprotectedfloorconstruction assembly (steel bar joist with conctopping)
r'.._ - I combustible roof and floor construction assembly u)
Existing synthetic roofing:Class A (Match existing product) z
,.• - * Oil
3 Typical floor construction of main level: L
_ . pill3" concrete on metal deck on steel bar joist on bearingwalls. Ceiling below has 5/8" GWB finish w d
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- Type of Occupancy: Assembly Group 2 - Restaurant
,,....r...,-., S rin klers stem with monitored alarm: Yes added as art of this work
P Y ( p ) . iAvogillo 6
� 1- Levels: 2-story basementIV '
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__- Table 508.4 Required Separation of Occupancies ilir.: , ___ _ _ .
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f : ' Between A and R in a Sprinkled building = 1 hour separation
.` ��- Between A and B in a Sprinkledbuilding = 1 hour separation
4 Owner: Nico Vail Inc 750\17
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PO Box 1076
'4N111111114,
Vail, CO 81658 00
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11 Location: 100 E. Meadow Drive, Unit#24 C <
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Vail Village Plaza Condominiums _ C
_-.4Special Development District CO co
Lot: 1 RESUBDIVSION OF LOT 1 > J
Eagle, Colorado 81631 , 0 L
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Parcel#: 2101-082-56-024 Z —
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CODE 2015 IBC O Q W
Class of Work:Renovation ♦�^'
Sprin klersystem with monitored alarm: Yes �O. v,
Levels: 2-story+ basement •
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Architect: Martin Manley Architects O . _ CO
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Jeffrey P Manley AIA ..•
l ._ m------ �_ PO Box 1587 it III' ! d CO
_ - �:, 1L ,.<, '2 Eagle, CO 81631S •CO
` -_ 970.328.5151 II'
Jeff@martinmanleyarchitects.com ;'._ '. = C6 >
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•Afrsa _�I .r Colorado Lic#400519C N
r Structural Engineer:
- � ' - - KRMConsulting, lnc. 110: D
970-949-9391
P.O. Box 4572 I
IA Vail, CO 81658
-:N 970-949-9391 A1
_ \. MEP Engineer:
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occupant load to be posted in visible
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i . ° Egress Capaci y = 320
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O Commercial Kitchen Occupants • Z 1 co L E
Area=661 s.f. /200= 3 ` 4 p x
Occupant Load= 3 N m F
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[. On Exit Below. Provide in
1" high contrasting letters
4' 2 3/4" 64 above door a sign which
reads"These doors to
i 2 7 r 11 160 remain unlocked while a)
•-• 0FE �I u r For Entry/Exit space is occupied" o
= • _ _ Door Below
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215 1�-` -' O' Bar Area Occupants Q
u � w�64��. Standing=68s.f./5 = 14 � a
, Chairs Only=47s.f./7= 7 W m
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.• 50*�� ' Calculated Occupant Load= 21 pC p
Contractor to Provide .......�►•.4' 0 1/8"= ♦♦♦`►.�♦� JL
�Panic Hardware This Door .I
C160) , 4
�.I 60 .�'.. - - - - - - - - - - - - - •
. � ��/�. ►���r . LandingArea ''I 0-1
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� ` 176 ,/*,+ ♦_ _ •" _� ,�_ — • @ Stair/ �. �^—ADA)
'En .� "���'"� - **— *41�� .... - .�.� J Seat
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1111 ilk )111 As ♦.♦'�♦♦. ���.�.....................j.A t (.-
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Seat ;.♦.♦.♦.♦.♦.♦`♦`1♦.♦.♦.♦.♦.♦.♦.♦.♦.♦.♦. �.y.' .♦��.�I♦.♦.♦..♦.� .♦.♦ Bar Employee Occupants
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Area= 132s.f. /200= 1
111111 ,bci '-':-. — Occupant Load= 1
ADA ••220�, �+
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Dining Area Occupants I Milk LI * * 1 '
Fixed Seats= 137" /24= 6 S 411100 \,
L ooseTables and Chairs= 434s.f./ 15 = 29 —111os
Calculated Occupant Load= 35 N 7,.._
Actual Occupant L oadby Seats= 38 ��-� \ ���������♦♦♦♦♦�♦�♦�♦�♦�♦�♦�♦�♦�♦tzl:������� UQ.. ♦.♦.♦.♦.♦.♦.♦.♦.♦.♦=♦........... ff►.♦.♦.♦.♦. * * � .—w__:-
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Iy 48 Persons Total This Area.1 . �����
L NO N Aisle Accesswa - �♦♦♦♦♦♦♦♦... �I►♦♦♦♦
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137"124=6 Persons on Booth
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11' 4 3/4" in Panel * * „. ♦:♦SAli- 0 ♦♦♦♦:
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Symbols, Lines and Notes Legend : , /yam
������� ��� +����� Dining Area Occupants
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4 ,... ���������������������� ��������� ����� � L ooseTables and Chairs= 576s.f./ 15 = 38
// � • ♦♦.♦.♦.Travel Distance=94'♦.♦.♦♦.♦.♦.♦ ♦.♦ ♦ Calculated Occupant Load= 38
//� ���_��'��_ �.-..�. ��_ ___ '� Actual Occupant L oadby Seats= 48
Egress L oad at Door or Stair /���� •`mac° ..�.�J Common Path of Travel Distance=49' ���,•
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60 - - Load Capacity at Door or Stair /`t kV/, /
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Occupant L oadat Door/Stair Symbol Outside Dining Area Occupants �/ 4111V
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LooseTables and Chairs=236s.f./15 = 16 / � a -- Q� co �`
Calculated Occupant Load= 16 - /`/ 7OE M OE M '•.< �®,'`
Actual Occupant Loadb Seats 16 i c 11111 �' lik
�������� Denotes aisles> 42"wide p y � ���
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Denotes aisles > 36"wide for service r
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\ to seats less than 50
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convert to wine storage a
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15' -6"
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NEW 1 HOUR FIRE RATED d
DOOR IN 1 HOUR RATED WALL 4'-6" z
OR REPAIREXISING /
EXISTING STAIRS WITH NEW FINISH AND
NEW HANDRAILS(WITH EXTENSIONS)
NEW LINE OF BAR WALLS ABOVE
4'- 11" 4'
NEW FLOORAREA /
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90"ARCH TOP WOOD HALF GLASS DOOR Q I—
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DUTCH 1105 S.F.OF NEW VEST FLOOR AREA
DOOR oN ,
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DOOR ON CLOSER,BUT
WITH NO LOCKING LANDING a)
HARDWARE. PROVIDE �� It. I 36"x90"WOOD FULL GLASS a) ■ _
DOORPULLPUCH ESAND VESTIBULE DOOR a--. -
WEATHERSTRIPING AND ADA CO >
EI I THRESHOLDS. (PROVIDE PANIC
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/ 8' 7 7/8" 5' 5 1/2" / N a) N
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/; PROVIDE AN ALUMINUM FRAME TO
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° INSET A REMOVABLE 3/4"COCOA 11
FLOOR MAT. SIZE OF MATE TO COVER
ENTIRE VESTIBLE. MAT WITHIN
VESTIBLUE SHALL MEET THE PARAMETERS FOR AN ACCESSIBLE
SURFACE
DN ON PAVERS NEEDING TO BE REMOVED
WILL BE DONE CAREFULLY AND
STORED FOR RE-INSTALLATION Of CO
to
wine storage
AFTERCONSTRUCTION. THE •o�G ���
i I EXISTING RADIANTHEATING SYSTEM f�' '��
SHALL BE REWORKED AS NEEDED TO D
JEFFREY P AY
ALLOW FOR NEW CONSTRUCTION. .
■,.--,.■ • . TESTING SHALL BE DONE TO7 ` ',
CONFIRM A TIGHT SYSTEM BEFORE Cfi,
RE INSTALLATION OF PAVERS. ALL
LOWER LEVEL key plan i , • �I� �� TERRACE CONSTRUCTION METHODS `SSD AR c\-\\4(/O 1" = 10'-0" 1' WILL CONFORM TO TOV AND
Project 1 ' 19' -71/2" CURRENT DESIGN STANDARDS.
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11' -7" 9'-111/2" 6'-6" 11' -31/2" 9'-71/2" 8'-31/2" 6'-0"
/ // / / / // 7 , 32.4 S.F.OF NEW kitchen b ayunder overhang SEE SHEET A9. 1 FOR TOILET AND STAIR DETAILS
(SHOWN WITH LIGHT TONE) J E
N 7'-8 1/8" 3'-5 1/2"
ccp gels = — — / "I \ 11' -7" 9'-111 1/2" EXISTING 1 HOURS DOOR WITH PANIC HARDWARE 0z co
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\ / rn\� 6'-6" 11' 3 1/2" 9'-7 1/2" Q N o O
RELOCATE M _ 7 / h/ / / Li
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PROVIDE WALL FURRING FROM SINK HT TO �_ LL O
M \� eleepanelswberelocated FLOOR TO RUN WATER AND DRAIN PIPING m
\ waitress 100'n�0" — — — DN N= K'T£H1 t' _ J 1 ' -2 1/4" IN HEATED WALL SPACE A/ 0
station Y -1 1 DR - - - , . 1
1 _] _ _ _ �— l _ / — — new plumbing T _
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�\ \ v M A �., ( ii.11\•E. /I I i -- -_/_ n \ t U U NEW PARTITIONS ARE TO EXTEND TO THE FLOOR
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�L/ \ J T/ 0,4 11 ' r NEW DOOR AND WALL LOCATION TO ALLOW FOR TOILET RECONFIGURATION -
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102' -8 1/2" `" ° o / NG STAIR WITH NEW cn
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U /illip ,i Iiiilli - "'" O w 94 S.F.OF NEW BAR FLOOR AREA
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IL I(r ,� _ I� 15' 6 3/4'_ �r== �, Jr - - - �_ SHOWN WITH LIG i TONE) o °'
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wow Vii - - - LIJ95.4 s.f.as calculated for TOV 1- L1.1 tin
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- OF XISTING WALL. ���
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REPLACE EXISTING OOR i 1 1 I I / ��
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205 WITH MATCHING SI EAND L' �b zo
z STYLE. DOOR WITH - I 1 SHEETA9.1 -
- CLOSER AND PANIC' J
HARDWARE \ 1 new plumbing
1* ' NEW
n \ j ARCHED
S/ \ lift'-0 3/4" i'-'5 112'-0„ 1' -0" _ I I 1 NV STYLE
3'-31/2" 5'-31/2" 11' -6" 20'-1" 24'110" �'1 / y -Lim !+- -+- -4` \ � \ WINDOWS CO
provide M 1 I � ' i 1 J -; -I <�,A AT BAR 0 N-
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v Q o � = z cab inetwithin y`� � � i
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o w a Q to maximize 4'-4 7/8" 7 7/8" 9'-0" 1' -0" 3'-1 1/4" 11' -11 1/2" '� - 0 H 'I U Q
-- DEMOLITION of MAIN LEVEL w o w w w walkway / jr2'
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� CURVING STAIR L J 1 1
LU I °-cmom / 5'-41/2" r/ 1 O " U
Door Schedule Fancy - \ -w ig — .0v2
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HARDWARE O EXTENSIONS TO -c' _ - _ i Q
z /I TURN DOWN AND ��� �1►� 1 - C° 0 A � in
Door Number Width Height Description Comments o EXTEND TO FLOOR `b ' - °°` M
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N O \ ,- 3 g1.�` 0000_o_000000_ xxxxxxxx —(13
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100 ENTRY 0" 0" CLOSER, PUSH PULL, KEYED DOOR TO REMAIN OPEN \ o �� / }, W 0
42"x90" 0
LOCK, 2 1/4" THICK CUSTOM HALF DURING BUSINESS w 48 PERSONS OCC LOA AT TOWER , O
GLASS DOOR Q 0.3"x48 PERSONS \ t3 12" HANDRAIL 4 O ci) 0
„ LU 7 o - 14.4" MIN WIDTH 80FGR / EXTENSIONS TO A4.1 C CD
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101 3 - 0 7 - 0 CLOSER,PUSH PULL PLATES, w 7 W 14.4"x2= MIN. INTERIOR RADIUS FFs al
FULL LIGHT, D =28.8"OR 2'-4 7/8" TURN INTO WALL = 0
/ p 102' -8 1/2 ADJACENT '- —
102 2' - 10" 7' - 0" DUTCH DOOR / - 1 c �_ I-
202 2' - 8" 6' - 8" \ Z WHEN MOVEABLE WALL/F OLD NDODOR R IN 1°2 > o
203 2' - 0" 6' - 8" Z IN CLOSED POSITION DcT2 CO
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204 2' - 10" 6' - 8" MAXIMIZE DOOR WIDTH FIRST RISER /4
205 2' - 6" 6' - 8" PANIC HARDWARE- _ }, U)MATCH EXISTING SIZE \ / /.296 'c Z
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206 18' - 0" 7' - 0" MULTI PANEL DOOR, (6 PANELS)
301 2' - 6" 7' - 0"
NEW FOLDING COOR WALL iI
303 2' - 10" 6' - 8" MAXIMIZE DOOR WIDTHIP
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KITCHEN DR 2' - 6" 6' - 8" EXISTING DR WITH NEW 3 NEW WATERPROOFPATIO SURFACE r -I
PANIC HARDWARE- A5.0 II
PATIO .0' — WIDEN OPENING AND -
HEIGHTEN TO MATCH L
H THE SIZE OF OTHER _
NEW GLASS GUARD EXRTENDINGTOA TOWER WINDOWS
/�--7/%_,_
HEIGHT OF 48"ABOVE PATIO.
GENERALWINDOW NOTE : / PATIO FLOOR FRA GLASS SHOULD TING FOR ANCHORAEND DOWN FACE GE Of C��0�`•
`/ ,-- NEW TOWER WINDOWS �' 1
ALL WINDOWS ARE TO HAVE SAFETY GLASS /...74,,,,-
TO HAVE BOTTOM TILT
a � ;
r•-•/$401,
TURN AND TOPN ARCHED F JEFFREYP MANY Ai
FIXED UNITS f/
• WINDOWS TO FILL y,.+" r 7 ;r
`i /,1*` EXISTING OPENINGS ; / 19
THE AVERAGE OF THE U-VALUE OF THE NOEWWINDOWSAND ' / • `�
/// s�-� AR�'��
THE PATIO DOOR SHOULD BE BETTER THAN A 0.30 U-VALUE �1 \
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