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Y <br />.. .. _, .. � ?:.:_. ._ _,..v v .P• �'+, c` -.�• <br />- .. _ _.. - :.ter. - _s- .. - .. � - - - �..!•' -- __.__ - - <br />N <br />Z <br />V) <br />('0 <br />U— <br />Q <br />O <br />N <br />N <br />0 <br />N <br />00 <br />0 <br />GENERAL CODE APPLICATION NOTES: <br />REFERENCE COVER SHEET FOR CODE EDITIONS <br />I . CHAPTER 1 4: FIRE SAFETY DURING CONSTRUCTION AND DEMOLITION. <br />2. CHAPTER 7: FIRE PROTECTION OF (DOOR/WINDOW) OPENING IN FIRE BARRIER:(A) I HOUR FIRE BARRIER: <br />FOR VERTICAL OPENINGS OR EXIT ENCLOSURES - AND 3/4 HOUR "C-LABEL" FIRE PROTECTION WHERE <br />USED FOR OTHER THAN VERTICAL.(B) DOORS -1 HOUR "3-LABEL" FIRE RATED WOOD DOORS AND METAL <br />FRAME5.(C) WINDOWS - 1 /4" FIRE RESISTANT GLA55 IN FIRE RATED METAL FRAME, MAX. GLASS PANE <br />SIZE - 1 29G 5Q. IN. <br />3. RATING AND PROTECTION OF OPENINGS (FLOORS, WALLS * CEILINGS) IN RATED BARRIERS AND <br />ASSEMBLIES - OPENINGS SHALL BE PROTECTED AS APPROPRIATE FOR THE FIRE RATING OF THE BARRIER. <br />PENETRATIONS SHALL BE SEALED WITH MATERIAL CAPABLE OF PREVENTING THE PASSAGE OF FLAMES <br />AND HOT GASSES AND SHALL MEET THE FIRE STOP STANDARD, A5TM-E8 14 OR NFPA 25 1. <br />4. DOORS IN RATED ASSEMBLIES SHALL NORMALLY BE KEPT CLOSED. IF HELD OPEN, THEY SHALL BE <br />EQUIPPED WITH AUTOMATIC DEVICES THAT WILL RELEASE THE DOORS UPON THE ACTIVATION OF EITHER <br />(A) FIRE ALARM SYSTEM, (B) LOCAL SMOKE DETECTOR OR AUTOMATIC FIRE EXTINGUISHING OR <br />AUTOMATIC FIRE DETECTING SYSTEM. <br />5. CONTROLS AND OPERATING MECHANISMS ALONG ACCE551BLE ROUTES AND SPACES OR AS PART OF AN <br />ACCESSIBLE ELEMENTS (LIGHT SWITCHES, DISPENSER CONTROLS, THERMOSTATS, ETC.) SHALL COMPLY <br />WITH ALONG ACCESSIBLE ROUTES AND ACCESSIBLE SPACES OR AS PART OF AN ACCESSIBLE ELEMENT. - <br />MAXIMUM 54" SIDE REACH AND MAXIMUM 48" FORWARD REACH. <br />G. SINKS, LAVATORIES AND VANITIES: (A) ALL COMMON USE LAVATORY FIXTURES, SINKS, VANITIES, AND <br />BUILT-IN LAVATORIES SHALL COMPLY - STANDARD STYLE FIXTURES THAT COMPLY. SPECIALTY SINKS THAT <br />REQUIRE DEEP SINK BOWL SHALL BE ACCESSIBLE FROM SIDE APPROACH WITH SINK HEIGHT OF 34" <br />MAXIMUM. <br />7. CLEAR FLOOR SPACE: 30" X 48" CLEAR SPACE SHALL BE PROVIDED IN FRONT OF A LAVATORY, IF THEY <br />ADJOIN OR OVERLAP ON ACCESSIBLE ROUTE, SUCH SPACE SHALL EXTEND 10" MAXIMUM UNDERNEATH <br />THE LAVATORY. <br />8. DOOR HARDWARE - ACCESSIBLE DOORS, ETC. SHALL HAVE A SHAPE THAT IS TO BE GRASPED WITH ONE <br />HAND AND DOES NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING, OR TWISTING OF THE WRIST TO <br />OPERATE (OPENABLE WITH NOT MORE THAN ONE RELEASING OPERATION). LEVER OPERATED <br />MECHANISMS, PUSH -TYPE MECHANISMS AND U-SHAPED HANDLES ARE ACCEPTABLE DESIGN, (DOOR <br />KNOBS DO NOT COMPLY). <br />9. LAB WORK PROVIDED IS USED ONLY FOR PATIENT DIAGNOSTIC PURPOSES. ONLY MINIMUM QUANTITIES <br />OF ORDINARY HAZARD MATERIALS ARE USED IN THE PROCEDURES. THE QUANTITIES SHOULD NOT REACH <br />THE HAZARD LEVEL THAT WOULD REQUIRE AND/OR TRIGGER COMPLIANCE WITH NFPA 99. STANDARD FOR <br />HEALTH CARE FACILITIES. REFER TO MATERIAL LISTING ON COVER SHEET. <br />10. STENCIL OR INSTALL STICKERS (WITH STAPLES) BOTH SIDES OF RATED ASSEMBLIES MINIMUM 20' O.C. <br />INDICATING THE ASSEMBLY HOUR RATING AND "SEAL ALL PENETRATIONS". <br />I . PROVIDE TACTILE "EXIT" SIGN AT EACH DOOR TO AN EGRE55 STAIRWAY, AN EXIT PASSAGEWAY, AND ALL <br />EXIT DISCHARGE POINTS PER IBC 10 1 1. 13 * AN51 A 1 17. 1 SECTION 703. <br />12. REFER TO TITLE OR COVER SHEET AND OTHER DRAWINGS FOR ADDITIONAL CODE APPLICATION <br />REFERENCES. <br />NOTE TENANT PROVIDE ITEMS: <br />I . LINENS AND CUBICAL CURTAINS ARE NOT UNDER THI5 PROJECTS SCOPE OF WORK. IF AT A LATER DATE <br />THE TENANT IN5TALL5 SUCH ITEMS THEN THEY SHALL COMPLY WITH NFPA 10 1 SECTION 20.7.5. <br />2. ALCOHOL BASED HAND RUB DISPENSERS ARE NOT UNDER THIS PROJECT'S SCOPE OF WORK. IF <br />ALCOHOL BASED HAND RUB DI5PEN5ER5 ARE INSTALLED BY THE TENANT AT A LATER DATE THEN THE <br />INSTALLATION SHALL COMPLY WITH NFPA 101 SECTION 20.3.2.G. <br />- DISPENSERS IN CORRIDORS MUST HAVE MIN G' CORRIDOR CLEARANCE <br />- MAX DISPENSER CAPACITY SHALL BE .32 GAL. <br />- DI5PEN5ER5 SHALL BE SEPARATED BY MIN 48. <br />- DISPENSERS SHALL NOT BE INSTALLED OVER CARPETED FLOORING. <br />- PLEASE COMPLY WITH ALL ITEMS UNDER LSC 20.3.2.G. <br />SUSPENDED ACOUSTICAL CEILING TILE <br />PROVIDE IN -WALL 2A: INDICATES 5/8" GYP. BOARD EACH <br />BRACE WHEN ;SIDE ON G" X 20 GA. METAL STUDS <br />:........................... _ ........... <br />(LATERAL SUPPORT IS <br />GREATER THAN 4'-0" <br />AWAY .. ... .....................: <br />1 11211 PLASTIC LAMINATE WALL CAP <br />�- 5/8" GYP. BOARD EACH SIDE ON <br />/ 3 5/8" X 20 GA. HOT -DIP GALV. STEEL <br />DRYWALL STUDS I G" O.C. <br />ROLL -FRAMED 20 GAUGE, HOT -DIP GALV. <br />/ / STEEL CHANNEL TRACK. FLANGES SHALL <br />BE 1- 1 /4" HT. FASTEN STUDS AND STUD <br />TRACKS TO ADJACENT CONST. W/ RAMSET <br />OR PHILLIPS POWDER ACTUATED <br />2 FASTENERS. CONC. STUB NAILS MAY BE <br />/ - SUBSTITUTED FOR SECURING FLOOR TRACKS <br />/ -- CONTINUOUS SEALANT BOTH 51DES <br />-- BASE - SEE SCHEDULE <br />/ <br />FLOOR - SEE SCHEDULE <br />/ <br />- ""- CONC. FLOOR SLAB <br />SECTION- NON- RATED PARTITION (HALF WALL) <br />112' = +'-O' <br />LEGEND <br />EXISTING NON -RATED PARTITION <br />la <br />2 NEW NON -RATED PARTITION <br />TOP OF WALL 42(AFF. (UNLESS NOTED OTHERWISE) <br />W/ FRP ALL SURFACES (6" FRAMING AT WALL HUNG LAV5.) AND P. LAM <br />WALL CAPS. <br />3 <br />EXISTING ONE HOUR FIRE RATED BARRIER <br />4A:50B:C. WALL HUNG FIRE EXTINGUISHER; PROVIDE SEMI -RECESSED FIRE <br />F.E. F.E. EXTINGUISHER CABINETS WITH FLU5H HANDLES IN PATIENT AREAS. MOUNT 50 NOZZLE 15 <br />® 42" AFF. PROVIDE SURFACE MOUNTED FIRE EXTINGUISHERS IN THE BACK -OF -HOUSE <br />AREAS. MOUNT BRACKET AT 42" AFF. <br />NOT IN SCOPE OF WORK. <br />NOTE: <br />PROVIDE SOUND BATT INSULATION AT ALL WALLS OF LOUNGE, CONFERENCE ROOM, <br />AND 510MED. <br />HALL W/ P. LAM <br />AP TYP. <br />? X 2' STEEL TUBE <br />SUPPORT @ END <br />DF WING WALL <br />NSIDE WALL <br />AVITY - ANCHOR <br />TO FLOOR W/ MIN <br />'2) 112" EXPAN51ON <br />4NCHOR5 <br />ONC. SLAB <br />DETAIL SHALL APPLY TO THE END OF ALL <br />HALF HEIGHT WING WALLS WHEN LATERAL <br />SUPPORT 15 GREATER THAN 4'-O" AWAY <br />DETAIL- HALF HEIGHT WING WALL SUPPORT (TYP.) <br />112" _ "-0' <br />WALL BRACING TO BUILDING ROOF <br />AND/OR STRUCTURE AT 4'-0" O.C. TYP. <br />SUSPENDED ACOUSTICAL CEILING TILE <br />5/8" GYP. BOARD EACH SIDE ON <br />3 5/8" X 20 GA. HOT -DIP GALV. STEEL <br />DRYWALL STUDS 16" O.C. <br />EXISTING PARTITION WALL <br />I A: INDICATES NEW 5/6" GYP. BOARD ON EACr <br />SIDE OF 3-5/8" X 20 GA. METAL STUDS <br />ROLL -FRAMED 20 GAUGE, HOT -DIP GALV. <br />STEEL CHANNEL TRACK. FLANGES SHALL <br />BE 1 -1 /4" HT. FASTEN STUDS AND STUD <br />TRACKS TO ADJACENT CON5T. W/ RAMSET <br />OR PHILLIPS POWDER ACTUATED <br />FASTENERS. CONC. STUB NAILS MAY BE <br />SUBSTITUTED FOR SECURING FLOOR TRACKS. <br />CONTINUOUS SEALANT BOTH SIDES <br />BASE - SEE SCHEDULE <br />FLOOR - SEE SCHEDULE <br />CONC. FLOOR SLAB <br />SECTION- NEMEXI5TING NON -RATED PARTITION <br />112" = I'-0" <br />pul ; al <br />®I■ <br />LOCK DOWN EXISTING <br />DOORS <br />�81 CON_. <br />OG <br />04 <br />O <br />i <br />B10MED <br />03 <br />28 PEOPLE 8 PEOPLE <br />alai <br />-�, <br />I� <br />,7 <br />_� . .� .� it ■ � <br />/ a 89' <br />1 30 I M 1 32 1. <br />rr*' '/' / P, —C— —1— �_� —I— F_�--L— _=3 J <br />J 2 - - - - <br />/n l <br />PTv <br />TREATMENT I I I I K <br />O2 T T T T <br />2 K I i t I 2 <br />F.E. PTD ._i <br />/ FIAT f ff lAT 9-11 AT 1LI — <br />M. OFF. <br />2 02 28 I 27 1 26 I 25 —0 O I O2 02 1a a 1 <br />G <br />01 HO K5 NU/1 <br />r r <br />E. <br />x <br />28 PEOPLE <br />FD <br />G.C. NOTE: <br />FIRE RATING OF <br />CONSTRUCTION SEPARATING TENANT SPACES. <br />BRING NON RATED ASSEMBLIES UP TO FIRE <br />RE5.5-ANCE RATING A5 DESIGNATED ON WALL <br />LEGEND AND FLOOR PLAN. <br />r-1 <br />cu <br />cn <br />C <br />Y <br />L <br />>+ <br />4— <br />O <br />.-1 <br />O <br />� <br />•H <br />L <br />O <br />-4 <br />'a <br />>4 <br />C <br />z <br />> <br />C <br />co <br />Q <br />H.0 <br />O <br />U <br />a <br />1: <br />p <br />-1 <br />co <br />� <br />U <br />O <br />0 <br />c <br />X <br />x <br />Li. <br />U <br />O <br />O <br />// <br />L L C L <br />c e 4— <br />/ J <br />,il ° <br />/ <br />RO-B <br />0 -o <br />/ <br />/ ;' <br />mll <br />,III <br />Is <br />I; Vo, <br />F/!A 70A�d <br />For / <br />LONG. <br />5k1AB"� <br />G <br />U <br />co <br />4-1 <br />U <br />V <br />co <br />i <br />M <br />QCL <br />Q <br />O <br />H <br />Jcc <br />00 <br />O <br />O <br />N <br />0D <br />0 <br />Lu <br />CD <br />o) <br />D <br />z <br />Q <br />m <br />c� <br />W <br />Ln <br />_j <br />Q <br />O <br />M <br />Q <br />N <br />m <br />LL <br />_..-/. <br />J <br />0 <br />� <br />Q <br />Z <br />Q <br />— <br />_ <br />J <br />n <br />J_ <br />W <br />T <br />= <br />0 0 0 <br />_ <br />(0 <br />w <br />N <br />cr <br />M <br />1 LIFE 5AFETY FLOOR PLAN <br />TT� <br />-lol <br />W <br />N <br />r4 REBAR SPLICED <br />4 TIED MIN. OF 8" <br />PLUMBING �G <br />3" <br />TRBdG# <br />rL <br />EMBED 4 <br />8" EPDXY REBAR <br />GANG 3' DEEP o 48' <br />O.G , TYP. <br />DETAIL- DEMOLITION FLOOR PLAN <br />112' = 1'_0" <br />►b �8 Z <br />DRAWN BY: <br />EM <br />DATE: 10/ 1 1 /2022 <br />PROJECT NO.2022. <br />REVISIONS <br />REV. <br />REV. <br />REV. <br />Sheet No. <br />A-1 01 <br />