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KEY 5YMBOLS LEGEND WALL TYPES LEGEND <br /> _ =DEMOLITION ® EXIT 5I6N (ARROW INDICATES DIRECTION)* DOOR NUMBER. SEE DOOR SCHEDULE DW6. A2.2 *O Construct wall from floor to underside of ceiling Oj 15" DEEP CABINETS W/ ADJUSTABLE SHELVES <br /> WATTA6E:120V-<5 W above with 2x4 studs ® I6" o.c. with 5/5" wb ea. <br /> NEW WALL �EXIT 5I6N Al EMERGENCY LI&HTIN6* � ROOM NUMBER. SEE FIN15H SCHEDULE DW6. A2.2 g <br /> CONSTRUCTION WATTAGE: 120V-<5 W side. Finish per schedule. O P. LAM. COUNTER TOP <br /> =EXI5TIN6 WALL5 1-f NEW EMERGENCY LI6HT FIXTURE* xZ-WALL TYPE. SEE THIS DRAWIN6. * $ Infill wall w/ 2x ® Ib" o.c. as required. Match and B P. LAM. 52" WIDE BASE CABINETS <br /> --NEW CABINETS WATTAGE: 12OV-N/A W align w/ adJ finish. O <br /> ABOVE PROVIDE AN EMERGENCY POWER SUPPLY WITH A MINIMUM 24/'i O4 CABINET HANDLE,(TYP) <br /> ®BEARIN6 WALL DURATION OF q0 MINUTES. EXIT 5I6N5 SHALL BE LI6HTED *(Use 5/6" m.r. gwb ® restrooms) ~ <br /> 0 . � r SPREAD FOOTING OS gW (E)Shear or bearing wall with framing and sheathing 5TAINLE55 STEEL SINK <br /> ROOF OVERHANG <br /> per structural. Provide 5/5" gwb on Interior side of © FINISH PER 56HEDULE DW6 A5.1 <br /> -ROOF OVERHANG I ABOVE (TMP) wall. Where sureboord is used additional gwb layer Is li <br /> ABOVE (TYR) not required. Finish per schedule. O ADJUSTABLE SHELVES N <br /> /_ ® SPACER <br /> WALL / CABINET <br /> RED LOCATION <br /> CABINET ABUTS �J!� FOR 1(N' <br /> R a <br /> � � 4" BACK SPLASH (MATCH COUNTERTOP) <br /> A ® M SE T I ) 2 -8" FULL HEIGHT cc <br /> � CAB 1 <br /> SMALL <br /> UNDER NDER q'-q VERIFY. o <br /> RECEPTION I A COUNTER FRIDGE 2 5 <br /> -- LER <br /> — (3)4X4 OSTS ® <br /> I I (b) 4X4 P05TB ® 2'-7 1/2" u= i <br /> 11'-82" 12'-52" -3 <br /> (E) POST 1 PL-I T 6 y <br /> O.G.= - << <br /> 0 x , -bXb BG 4646BBASE x 6UARD RAIL L.E.Q.E.Q. E.Q. E.Q. E.Q. bA CONT. 2X4 E.Q. <br /> 2. 6UARD RAIL <5">4 n FR <br /> d GAP 3 I/2" X I/4" GABLE <br /> _ q 1/2" _ _ _ _ WITH TENIO <br /> 5I6 5TATIN6 qa I/4" GABLE ( ) of i 2 q 3 6 p E <br /> o" LSL (inLU5� EA SIDE. o o 44"MIN BETV�N <br /> o x MAX PANIMUM <br /> T LOAD IMUMU 4X4 WD m m WITH HAND RAILS r _ 4 g <br /> Q Q TEN I ONER5 0 %^r'c s'' *i <br /> N P05T c _ 0'-01, Q EA SIDE. 3 1/2' X q 1/21, 5 <br /> r 5 221, FFL SL (FLUSH) iv 8 t5 <br /> 4X4 YO c a <br /> p © 6B (2) 2X10 (2) 2X'I0 p5 PL-1 a <br /> _ HAND RAIL <N m <br /> HUG210-2 <� ° DET 3 DW6 4X4 WD ° U)CN <br /> ro <br /> io LGE4LGAP(F USH) HANGER, P � Jp A2.2 POST <br /> NEW STAIR ry ----- °'N <br /> BELOW, OPEN OFFICE LGE4 GAP BREAK N I- (3) 2X12 FIDNISH GAB I NET ELEVATION N w <br /> TYP ® ® m I STORAGE EXIST. 5TORA6E WALL PER O 1/4" 10'-4 " VERIFY. <br /> NEW BEAM -5 -1 (V.-I F.) WALL PLAN <br /> PER FFL <br /> (E) 2X10 ®Ib" STRUCTURAL T14 0 11" (TYP) = 12'-10' -2 2'-S" 2'-8" 2'-6" <br /> O.G. (VA.F.) 5 1/2" X 10 <br /> TYP o3 1/2" 6L (FLUSH) �BGb SECTION ® STAIR LAND I N& SECTION @ STAIR R LAND I N6 <br /> - - _ <br /> REMOVE DOOR AND 1/4" = 1'-0" O 1/4" = 1'-0" <br /> INFILL. MATCH ADJ. CONT. 2X4 <br /> EXIST. FINISH HWPH GUARD RAIL 4 <br /> OFF SET n ✓< ,< ,<- <br /> U PPER FLOOR PLAN PER IBC I60"1.8.1.HAND RAILS S 6 V 2 <br /> ® 1 1/2" VIA GUARD RAILS SHALL RESIST A 2 <br /> 1/4" = 1'-0" L ------ ---LAND WTO------ ---IqEV'F5TArR`- �_ LINIER LOAD OF 5o PLF APPLIED - <br /> REMAIN GUARDRAIL HANDRAIL IN ANY DIRECTION TO THE TOP OF i a--- 3 <br /> NORTH o it 8 <br /> in ' 1/4" GABLE THE ASSEMBLY. <br /> <m WITH TENIONER5 PL-I <br /> = EA 51DE PER IBC I601.1.1.HAND RAILS d 5 f <br /> T� 6UARD RAILS SHALL BE DESI6NED 2'-5 2'-8" 2'-6" 2'-5" <br /> SW STAIR a TO RESIST A CONCENTRATED LOAD <br /> LANDING (2) 2X10 OF 200 L55 IN ACCORDANCE W/ x e <br /> B 5TOR. <br /> (3) 2X12 r SECT 4.5.1 a A56ET. U <br /> GAB I NET ELEVATION <br /> STRINGERS <br /> OPEN OFFICE � WOODTREAD (TYP)!�� A <br /> OFFICE <br /> ® F1, 105 LANDING AT UPPER FLOOR LEVEL 1 1/2" 1 1/2" O.D. PREFABRICATED WALL <br /> O METAL PIPE CABINET W/ <br /> 12 Sill 8'-3 SPACE TO PREVENT OONT. 2X4 HANDRAIL. EXTEN: ADJUSTABLE SHELVES <br /> I -0" HANDRAIL A5 (TYP.) <br /> PASSAGE OF >4' GUARD RAIL <br /> XI REQ'D BY ADA. <br /> 6'-2 " 2'-O 4' DIAMETER PLATE WITH HOLES <br /> 4'-10" 6'-I 2 2 EXISTING SPHERE,(TYP) 6UARD RAIL RETURN ENDS TYP <br /> 103 4X4 HF #2 P2 5 TROOM FOR ANCHORS EVENLY 1 DRAWER UT <br /> N <3">4" 4X4 WD POST SPACED AROUND iv HEAVY DUTY W <br /> (2)2X4—� F1.5 F3 , ___ ® �O DRAWER GUIDES <br /> - 0 4a T1 11/2" DIA J _ APLAN <br /> -0 <br /> 4X8 HF I FI.S --- <br /> EXI5TIN6 in WOOD TREAD HANDRAIL I/2" VIA. METAL <br /> 2 T® I T2)' SW x U I" fl BAR HANDRAIL w <br /> A 2X4 x(TYP) 1/4" GABLE - <br /> RAi 101 FIREPLACE <br /> - I 1 ------ ��426 HF > WITH TENIONERS m SUPPORT AT EACH <br /> u # < � POST OR AT =r' <br /> +-, --I--� � EA SIDE. <br /> 2X KICKER (5) 5/6" VIA. EXP. 6'-0" O.G. MAX. T 4"WIRE u <br /> r Bo70m ANCHORS AT GONG. e PULLS -1 w U) <br /> fi A F2.0 -'4X4 HF #2 ATRIUM STAIR USE 3/S" DIA SHEET _ TYPICAL w F Q 7) <br /> 4X4 HF NEW STAIR -O l ® I LAND INS METAL 5GREW5 INTO N (UNA) '� w Q < <br /> #2 EXI5T. FLOOR FACE OF WALL <br /> �� - '°'2' KITCHEN NEW B SOL 1 D BLK6. AT d w V c w <br /> T COUNTER IN/ SECURITY LANDING AT LOWER FLOOR LEVEL METAL STUD FRM6. OR POST uo O V o <br /> WALL SATE ~ d <br /> MOUNTED 2 Z DETAIL @ 57A I R LAND I N6 HANDRAIL @ WALL PREFAB. BASE 2'-r' a- EL <br /> OPEN CABINETS CABINET W/DRAWERS <br /> OFFICE m 75 <br /> a a <br /> I 1 �® 1/2" = I'-O" I" = I'-0' AND ADJUSTABLE ¢ V L) 0 <br /> SHELVES(TYP.) z Q m a O <br /> F n w' v O <br /> FINISH FLOOR <br /> Drawing: <br /> -BASE <br /> LOWER FLOOR PLAN i W/ABU <br /> , ® � � TYP I GAL GAB I NET DETA I.__ A2.2 <br /> 1/4" _ '-°„ <br /> --------------- <br /> ---------- <br /> NORTH � O � m <br /> 23c-4539 <br />