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HomeMy WebLinkAboutB18-0220_REV1 approved plans_1539122087.pdf 1,0 OFfr. ci::' ile ILr f 01 X0071 10/09/18 Restaurantrenovation for Nico Vail Inc . Concept images of exterior Photos of existing exterior A Vail4 , '' , Restaurant ,,,, >.. . _ JE P`" ' tial•'' a M 0 _ ; Unit 24-Vail Village Plaza VAILCOLORADO [] z a 0 2Lij 007 4:12° L ' 7:7 •,: , .L i• L{') N 1 LID CO '411 ei 05 _ 21 _ 18 J..',rig, �, >,m '•, .' w �� �,NN , 7: .7 A, --, , , 00,,,,,,„, .„L,„ .: ,.. ,,,,„ 1 .,i , ,,.•„.,. N . , " V 00 ,„,.....,„,.......,„, , \ \ \ \\ ,, , , - ,, , _opr -II � ' : a. . co ,Lr) .5 X PERMIT E T - ill �-��� a Nip a if, I - CCM. pirtitiihi. ,`. ,., 1. i Type of Construction: Type V-B 11 `� �� combustible exterior wall assembly _ F j i "1' � combustible bearingwall assembly �� P Ill I -Ir.4011!-- in. .. : glu-lam columns to %���► ,�P I i alga 'a' o 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 o - - 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 ' �r,_ __- Table 508.4 Required Separation of Occupancies ilir.: , ___ _ _ . p"aw 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 r��� Z. ) POO*: ' PO Box 1076 '4N111111114, Vail, CO 81658 00 U �� Q 11 Location: 100 E. Meadow Drive, Unit#24 C < O Vail Village Plaza Condominiums _ C _-.4Special Development District CO co Lot: 1 RESUBDIVSION OF LOT 1 _ _- > J Eagle, Colorado 81631 , 0 L U III •- J :_u_ Parcel#: 2101-082-56-024 Z — iI- 11CODE 2015 IBC O Q W Class of Work:Renovation ♦�^' Sprin klersystem with monitored alarm: Yes �O. v, Levels: 2-story+ basement _• .w. co •- - - - � - I— U ate > r:Pro 1111 0 cp Lu Architect: Martin Manley Architects O . _ CO J ,, ll +: 10 . _,, Jeffrey P Manley AIA ..• l ._ m------ �_ PO Box 1587 it III' ! CO _ - �:, 1L ,.<, '2 Eagle, CO 81631 •CO - -_ 970.328.5151 W I' = > I Jeff@martinmanleyarchitects.com "�' = co > rf — • sa _�I .r Colorado Lic#400519C N r Structural Engineer: - � ' - - KRMConsulting, lnc. 11: D 970-949-9391 P.O. Box 4572 I Ii IA Vail, CO 81658 -:N 970-949-9391 I _ \. MEP Engineer: -_ " *OF i z a Iti*I ji00)11 10/09/18 occupant load to be posted in visible location. w J r o Zco 0 W r U � � �.► • a Lnad < 0 Lo UE i . ° Egress Capaci y = 320 0 0 m 7w o r w m P) u u = "' cz O Commercial Kitchen Occupants • Z 1 co L E Area=661 s.f. /200= 3 ` 4 p x Occupant Load= 3 N m F IX 0 rz • v Uvvvv 1 vvivv a [. 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 I; • IuZ Z 3 0 = 215 1 =-` -- ' N00 Bar Area Occupants Q uw64��� Standing=68s.f./5 = 14 — a , -. Chairs Only=47s.f./7= 7 W m •�������• " .• 50. ' Calculated Occupant Load= 21 pC p Contractor to Provide .......�►•.4' 0 1/8" • = ♦�♦�♦`►.�♦� JL Panic Hardware This Door - .I 0-163 kI C160) , �.I 60 .�'.. - - - - - - - - - - - - - • �.�� ��/�. ►���r . LandingArea '' z° ` 176 _I*�,+ ♦_ _ •" _� ,�_ — • @ Stair/ �. �^—ADA) 'En .-�"���'"� - **— *41�� .... - .�.� J Seat .......} 1111 ilk )111 As ♦.♦'�♦♦. ���.�.....................j.A t (.- .. Seat ;.♦.♦.♦.♦.♦.♦`♦`1♦.♦.♦.♦.♦.♦.♦.♦.♦.♦.♦. �.y.' .♦��.�I♦.♦.♦..♦.� .♦.♦ Bar Employee Occupants r • � •, , .21\8� 1---1------------ Area= 132s.f. /200= 1 111111 ,bci _—:-. — Occupant Load= 1 ADA ••220�, �+ Seatai L WO !cf) * * , 8,, LO Dining Area Occupants I Milk LI * * 1 ' Fixed Seats= 137" /24= 6 S 411100 \, L ooseTables and Chairs= 434s.f./ 15 = 29 —111os co Calculated Occupant Load= 35 N 7,.._ Actual Occupant L oadby Seats= 38 ��-� \ ���������♦♦♦♦♦�♦�♦�♦�♦�♦�♦�♦�♦�♦tzl:������ UQ.. ♦.♦.♦.♦.♦.♦.♦.♦.♦.♦=♦........... ff►.♦.♦.♦.♦. * * � .-w__:- i=" � IR Iy 48 Persons Total This Area.1 . L NO N Aisle Accesswa - �♦♦♦♦♦♦♦♦... �I►♦♦♦♦ ����� Means of Egress Re•uire• ► L C \ ak * '' ,‘ - Nr-.A • *.......A...4,4L, I * a )III \ 11111 111( 1111( \ .♦.♦$.♦.♦ ADA Iii Iii 0 .:.:�.:.: Sea �������� U 111 * a * C .. .. ....\ a - o z o s illis 1 Ili * * _1 al cci - \ \/\ 137"124=6 Persons on Booth /.\/ .�i�i� i IR ���� CDi- 1 3'-0" Egress Door ��� ♦ ����� CD 11' 4 3/4" in Panel * * „. ♦♦.SAli- 0 ♦♦♦♦: 10 II(1111 _� A( VI ADA W 'Seat S NM IIIII : cs 47 3' 6" : Ilk 1111 O T * . ** ..** ' Seat a � �� X * IN /0 1 Symbols, Lines and Notes Legend : , /yam II ������� ��� +����� Dining Area Occupants i /� ` 4 ,... rt IR ���������������������� ��������� ����� � L ooseTables and Chairs= 576s.f./ 15 = 38 // � • ♦♦.♦.♦.Travel Distance=94'♦.♦.♦♦.♦.♦.♦ ♦.♦ ♦ Calculated Occupant L oad= 38 //� ���_��'��_ �.-..�. ��_ ___ '� Actual Occupant L oadby Seats= 48 Egress L oad at Door or Stair /���� •`mac° ..�.�J Common Path of Travel Distance=49' ���,• 62 / jilt o ������xxxxxxxxxxxxxx����� 60 - - Load Capacity at Door or Stair /`t kV/, / ->wcz ii A a at a it a /111( Occupant L oadat Door/Stair Symbol Outside Dining Area Occupants �/ 4111V o �- LooseTables and Chairs=236s.f./15 = 16 / � a -- Q� co �` Calculated Occupant Load= 16 = /`/ 7SE M SE M '•.< �®,'` Actual Occupant Loadb Seats16 i c �' lok �������� Denotes aisles> 42"wide p y 11111 � ��� ♦.....♦ o JEFFREY P MANLEY E COO U r Denotes aisles > 36"wide for service r 400549 \ to seats less than 50 Aisles Symbols SFD ARC R0 Z ym Q -I = N ca E. ON 4 i co M C.] _c) r=a) < co LIFESAFETYPLAN m J r.-, 1/4" - 1' 0" C a) N ET 0 0 r CV IN, 120]le:P 10/09/18 3'-41/2" co _ M \ co gin -_ zn OEM 17 \ 2'-9" ---- I " 3'-0" Ilii ,, Bim ' . cE / 15' 6" Z Lu CD Ov 4' 6" 3'-41/2" v i' co < 0 0 o \ Irs' U- E V O N (&1) N ▪ W 0 �+ \F, o ▪ Im LO W _AI zr, I [At z U N aro E O DEMOLITION of LOWER LEVEL 4'-31/2"I ~ Q CC co. Project o F UP �/ \ O North " CEXOC a i art niche 1 N _ - - \ r Jr 8'-91/2" / Mr < UP CEX2) it `T co Ci 2'-9.. " 11 / 3' 0" U) / DN DN O g convert to wine storage a (temp-controlled) (EX3)7 \ w 0 c o 15' -6" I / NEW 1 HOUR FIRE RATED c DOOR IN 1 HOUR RATED WALL 4'-6" Z OR REPAIR EXISING / EXISTING STAIRS WITH NEW FINISH AND NEW HANDRAILS(WITH EXTENSIONS) NEW LINE OF BAR WALLS ABOVE 4'- 11" 4' NEW FLOORAREA / 1 _= `31 1 O 111 ���� Platill 0 — � ���� D NEW TIMBER KNEE BRACE U Q 1 (MATCH/MIMIC STYLE OF OTHERS ON BUILDING) }, W/ COAT RM i' > C� o c., 111111111. 1,.....LOM# I 0 (102D 1111 I-? 10 _;:; : IJ_ o UP ,-- II _• _ L� Z.I � 42"xZ CO 90"ARCH TOP WOOD HALF GLASS DOOR Q I— / z I WITH WEATHERSTRIPING AND ADA L THRESHOLDS. (PUSH PLATE AND ADA PULL }, > W G° WITH A CLOSER. DOOR TO REMAIN OPEN � CD `° DURING BUSINESS HOURS) Q ^♦ I— NEW M , 100 W co DUTCH 1105 S.F.OF NEW VEST FLOOR AREA DOOR oN , � I (SHOWN WITH LIGHT TONE) �/ N M C10 105 s.f.of area as calculated for TOV • 12 Q W 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 > E, I THRESHOLDS. (PROVIDE PANIC art nicheHARDWAREAND CLOSER) > (D \ NCD \, I > / /8' 7 7/8" 5' 5 1/2" / Cl)a) N Et /; PROVIDE AN ALUMINUM FRAME TO ,-----)\(-- ° 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 AFTER CONSTRUCTION. THE • �G ��� i I EXISTING RADIANT HEATING SYSTEM f�' '�� SHALL BE REWORKED AS NEEDED TO 1 coD JEFFREY P AY ALLOW FOR NEW CONSTRUCTION. . ■,.--,.■ • . TESTING SHALL BE DONE TO7 ` ', CONFIRM A TIGHT SYSTEM BEFORE Cfi, RE INSTALLATION OF PAVERS. ALL O2 LOWER LEVEL key plan i 111, • �I, �_ TERRACE CONSTRUCTION METHODS `SSD ARc'�,4 1" = 10'-0" 1' WILL CONFORM TO TOV AND Project 1 ' 19' -71/2" CURRENT DESIGN STANDARDS. North — ir 11 1 00 I - / I ti � N Z IA a O J Q. - — J CD 2 W D- w■ • N —I (NI CV Q) re i E Q E - 1 A1.0 LOWER LEVEL C 0 U Project • ° North I I I I ' 010 OF ike 44; alla fr. Z 4.0 10/09/18 4 A5.0 11' -7" 9'-111/2" 6'-6" 11' -31/2" 9'-71/2" 8'-31/2" 6'-0" 7� // / / / 7 ; 32.4 S.F.OF NEW kitchen b ayunder overhang SEE SHEET A9. 1 FOR TOILET AND STAIR DETAILS W (SHOWN WITH LIGHT TONE) J E N 7'-8 1/8" 3'-51/2"� cc gels = — — —/ / "I \ 11' -7�' 9'-11 /2" EXISTING 1 HOURS DOOR WITH PANIC HARDWARE 7 E / LU ao _ \ M\ \ 6'-6" 11' -3 1/2" 9' 7 1/2" Q U O RELOCATE I CD \ \ L / h/ / N LL U v L CO — — - — M ' - r L.L M I M\ o -L. 77— \ '6, ,...-- I41 7 t - w c 7 / o r— `'' � � � mopin NI DN / 1 7 NEW TLT GRAB BARS(IN EACH TLT RM) N Z � c.� �• � Ei �i 4 I N m E - -ii \ - to - ` - elec panels u b ereluca�ed Ns 0 \ \ I n nm D N N 11' -2 4" z �y Q § - waitress T =100' -0" - - -11--11 �- D R IL I N station — — — Y— �— — _o_ Z'''' h new plumbing IIS � _ , \ h I I II14 ,L H ` oo 1 �W0 EN' TOILET CC \, \ - L L I ' � - r , Ln I I M i � I Co M E., Lio c D ail _ ess�tation— — co ♦ cfl W-5 �QVi 'n .� 'STING STAIR WITH NEW 102' -8 1/2" "' N4 \ WA - F ISH AND NEW HANDRAILS q z Z ',0 i 1 II ■ �. � I I� c D" _ o N 94 S.F.OF NEW BAR FI.00R AREA N A9.3 1 — I OO I i — IL III \ 15'-6 3/4" — IC± i_ - cn (SHOWN WITH LIG TONE) o ( '. I / tu M \tu 95.4 s.f.as calculated for TOV r- I j t5n \ 3 1/2" M __i ill u Q Tuiii o - _ �� CO II nJ 2fn N I E Ce I N 4 \ �_ M 1' 0" MEN'S TOILET .. \ \ _ • 1 0 11( co N .E- °' 1 i, 1� � �' O o 1 1 A9.2 \ N �. i�. �� j ., z�l Z jWWI.I — I 0 — •- station y 1 ,r_ '_ �_ 1 + \ REPLACE EXISTING OOR > CUT OUT P RTION OF EXISTING F 100' -0" M _ 0) 05 WITH MATCHINGSIrEAND I STYLE. DOOR WITH WALL.SEE DETAIL ON SHEET A9.1 UP \ \ \ \ CLOSER AND PANIC' \ ° new plumbing 1'-0" 14' -5 1/2" 3/4' HARDWARE _ J i / NEW \ 1'-9 1/4" / / 14'-4"+ 1 1/2"for gaps b etweenequip STYLE ED \ It 4'-0 3/4" M 112._0" 1' 0" / / 2' 51/2" 3/4" Wmi--- 24' c�3' 31/2" 5'-31/2"/ 11' -6" / 20' 1" / I / w o o provide M I � y ' reduced 7- 12' -0" �� �� , \ WINDOWS CO X �I cab inetwithin — AT BAR O J < oQo � the wall cavity 0 (V o w a Q to maximize 4'-4 7/8" 2' 7 7/8" 9'-0" 1' -0" 3'-1 1/4" 11' -11 1/2" — U �� Q N 2 DEMOLITION of MAIN LEVEL 2 cL o z cL w walkway / ZJ ,� ,K X I C\Im. - A4.1 w _ _ - O Project \ 1 I ' \ �� .CV CO J L H North _ pr vious location of CURVING STAIR to center point o . 1 O O � L.0 M 1 U " U Door Schedule Fancy w "P%1'. _ N A4.1 ._ 12" HANDRAIL o13 14 -9 1/2 z HARDWARE EXTENSIONS TO 14-8 + 1 1/2 for a s betwee a ui ����� - z cc w TURN DOWN AND 9 / w Door Number Width Height Description Comments o c — o EXTEND TO FLOOR \r - \ •r n — N o�o�u+o�o�o+oho+oho+o�o�o*o�o�o�o�o�o�o�o�o�o�o�o�o�o�o�o�o�o�o�o�o�o�o�o�o�oro� M UJ cn i Q 6 ; oou0000000000000000000000000000000000000 (/� C6 100 ENTRY 0" 0" CLOSER, PUSH PULL, KEYED DOOR TO REMAIN OPEN �_ \ o �\ reo(�., ♦ c `\\// \/�IW U42 x90 LOCK,2 1/4 THICK CUSTOM HALF DURING BUSINESS w 48 PERSONS OCC LOA ATTOWE- ICO 1/ O GLASS DOOR c) \ nl 0.3"x48 PERSONS / a) 0 101 3' - 0" 7' - 0" CLOSER,PUSH PULL PLATES, w 3 -- t _ 14.4" MIN WID H \ \ 12" HANDRAIL 4 7 o 14.4"x2= MIN. INTERIOR \ 1 / EXTENSIONS TO A4.1 Z FULL LIGHT, o =28.8"OR 2'4 7/8" \��\� 102' -8 1/2" TURN INTO WALL i 102 2' - 10" 7' - 0" DUTCH DOOR ADJACENT }, 205 2' - 6" 6' - 8" PANIC HARDWARE- : \ z FIRST2PANELSACTASFRENHDOORS CO \ — 0 WHEN MOVEABLE WALL/FOLDING DOOR IN L / CO MATCH EXISTING SIZE L.0 wcLosEDPosITION D > D 206 18' - 0" 7' - 0" MULTI PANEL DOOR, (6 PANELS) o FIRST RISER down CO 301 2' - 6" 7' - 0" c� a) I< N 4 H KITCHEN DR 2' - 6" 6' - 8" EXISTING DR WITH NEW /\ (2o6 / I I 0 - }' z PANIC HARDWARE- „ D 0 III NEW FOLDING COOR WALL 0 �" I I I NEW WATERPROOFPATIOSURFACE -L-- I 111N AE�510 I '� PATIO WIDEN OPENING AND HEIGHTEN TO MATCH NEW GLASS GUARD EXRTENDINGTOA I THE SIZ i c HER --440.,, HEIGHT OF 48"ABOVE PATIO. TOWERIMM• S GLASS SHOULD EXTEND DOWN FACE OF A5.1 . GENERAL WINDOW NOTE : ��� � PATIO FLOOR FRAMING FOR ANCHORAGE o C®��` 0 /�/,*". L. NEW TOWER WINDOWS ��► �� ALL WINDOWS ARE TO HAVE SAFETY GLASS ! ,•/",, TUORNANDOTOPONARCHED J O ` I�� /�/,,*,, FIXED UNITS F '4:0(17/6„• /��� _ WINDOWS TO FILL 411 i /�� EXISTING OPENINGS i 19 THE AVERAGE OF THE U VALUEOFTHE NOEW WINDOWS AND /y ;, ____ �s ��,�� THE PATIO DOOR SHOULD BE BETTER THAN A 0.30 U-VALUE /noeljlA \ oo / 3'-3 1/2" / 5'-3 1/2" / 11' -6" / 20'-1" / 24'-0" / co N w in Z D o Q (n J 1 U J Q CL A4.0 i 3 4 7 . Q ; ■ A4.0 A4.0 6 A4.0 W N v A4.0 J a� A2.0 MAIN LEVEL � � � z Lu Z °° 1/4" = 1'-0" cn w 0 E a O Project ,� ct 2 2 North ct u z cu • 0 c� 2 0 0 o_ 00 OF kill! ialM Z 10/09/18 NOI1735 [wwOUl] [u+0] / 7'-4" / 13' -2 1/2" .0-.4 / -.i [...cod [w��] 50NIadS HOISS3.dN0.7 OW 539n1 .B ll 31150dN00 m0N0dN38 Haw WSINYHOON'dHLin !42 j� [wwgL1] 03 t ., [uww50r] NourinsN1 Sano 3L' fl .4306W1Od Pant]. i4}� $ !—1 .41 91t&al 73315 SSTINN1S-3111.!3'LNId pi._ L 7 . N-1 IL13013iMA71fStl3Ha0o)WfINIMffN Y.1LL '� ONIHSYLtd/0 1Y1s 31NI1M BNY O H OH9 ATM1lRDHL d9 dStH NOOlOYd ONY 3NIa.S N30f Notinnsw s]A00 ImnHYA005uood[ww541.r 3 3S4TON lL3100 ONY. - r 1INII1nlY'YD 91 -awl a3A00 3 d7A .041 03a 1 /14 1,173YY N3d0 010H 007101.11.0007101.11.0� L )1 13NOWS mins rwv 1 OH3 HOY3 O{l] O� $I .' a3Ao0 aid 0.O3a(a) FYHO O1Ca!1L3A0.0 o {i � ��� I sds1 MOo10Yd I+a s370HYH 301sinlo - Z Cfl WnlNwrcn vs ll -ON:10 N3)I(kle ATMMIHi _-,f aitJ�ONY 30ISNI 1i11A1 Hail WS LU fn YY�js p0 �--� Y1111 ( oNnoef TN)atm risks U U �, I a 0 CD ❑ L — 4 I- IL U / 20' 1" ❑ A5.0 • E (iii L70 4 i IriJ C1 `,l1i C NiSYH®d!pla 1- l , I f l 1 I [ f 1 1 w ® DEMOLITION of UPPER LEVEL * Z 0 00 ° E l 1/8" = 1'-0" Q o sea ill 7h x Project a) co NorthIXa O1 I It 8105-d 3du 7'-4" 13'-2 1/2" 703718 I I / 7 5!(=1 1: U- • s co i_. _, ...+' cL o A4.0 Lo X01 [wWOZZ11 U ® p C€)°"'0410"""' •o-.r Z X co [ww005I] •ll-,, CO Ct DN , (n w LOf i TION OF NEW ROOF Z g ROOF HATCH DETAIL w w - ,2 SERVICE ABOVE) Fr) 0 a 1 < �M w N Q . co G 0 () w aa) O � ce I- w ;I- 0 KEYEDDOOR z O O �, co NEW REFRIGERATED WINE o DISPLAY/STORAGE WALL Z O / II OU-I UPPER STORAGE N I !, V1fVVVUVVUVUV VVV NEW HEAVY TIMBER PLANK W Q `' new door _ LOOK AT LANDING WITH Y EXISTING SHIP'S LADDERTO BE REPLACEDBY -- - - - I STEEL FRAME Relocated roof hatch Q w A 68 DEGREE ALTERNATING TREAD STAIR MID LE EL Wine landing (40 S.F.OF NEW LANDING NEW SERVICE PLATFORM to work betterwith coo STORAGE X207 105' - 1 1/2" AREA) ON STAND OF F LEGS TO ROOF. service and fire U / I H — I 301 N AREA AS MEASURED TO 4 Lu ExlsnNc000R EXTERIORFACEOF STUD INCLUDE STEEL TUBE STEEL protection access 111 > DN A4.1 0 CO GUARD AND GATE (DRB CHANGE TO = O z".1 • WALL 46 s.f.of area as I- U . calculated for TOV Q 1 PAINT TO MATCH ROOF COLOR APPROVEDPLANS) z _1 w 0 , _ " _ CO } J = �„.��111 105' -8 1/2" • U I I Q NEW 4'x4' ROOF HATCH w Z = v = 0 110"4`i ��■ — _ zO 4 ` �1IIIII111 _ o _ ._I(Thermally broken R-20+) 7 Q w 0 A9 2 — — — — _— r— II . ; ; ' H J LL.I Confirm location with fire marshal m o 0 _ ���i ��17 X11ICO Location may need to move to N < I- Z 0 EXISTING PLATE SHELF 1 1 1 1 1 O 0 roof at east due to access size to 7 0 < J - FLOOR EXTENSION OF UPPER LEVEL STORAGE AREA IFROM SALAD STATION U C° BELOW PROTRUDESINTO J H -�\ 1 U Q TOTAL AREA OF EXTENSION S.F. Z !Hull - u) I- ( ) Z _ " I I I I I 3 L L� 100 0 TREAD STAIR. SEE DETAIL O �, \ upper storage room •-:-\-1 W Q W X ■ ROOM. NEW ALTERNATING Q zILOwIJJ N 20' 1" 51/2" ON SHEET A9.1 FORNEW - Li- L N // II. r, WALL INF ILL I F C V♦ (o;- c �/ N 0 - I I I I I O I a CoM c� I I I I I PROVIDE7 Z' I I I I I 1 �CO fIV 41 PROVIDEGUY WIRE N 1'-10° _ = N o I WEATHERPROOF 0 LOUVER VENTS AT ' EXISTING CHIMNEY. BETWEEN HACH AND C� Z w 0I ONE OF THE SERVICE PLATFORM v/ z O z `� 2I Z LOUVERS SHALL BE M — H HINGED F OR Z O O w O w N A4.1 15' 0' / 3' 0'- / 7' 0'- / 3' 0' / 4' 0 7/8' / o EQUIPMENT ACCESS J o , z n n I I I I I I �/ Q <Y Q Q CL Q X (5)NEW OBEISEVATION WINDOWS (2-0x2-6 )WITH CO Addedpainted ~ >IC ~ 2'-4" u) w r ct CC CC cocn 1 WAY GLAS FROM STORAGE AREA. SILL AT 30iii " u.11.1.1 w m MAIN DINING BELOW w A.F.FOF STORAGE. 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