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Home My WebLink About1401 W Seminole Blvd 92-1279 Plans ER addition and renovation Central Florida Regional HospitalE.R. Addition And Renovations .r • •01011• pig% AL The Healthcare Company HCA ACCOUNT * 32725 PERMIT # RESIDENTIAL '-~�--- ADDRESS L CQMMERCIAL �� T owNE Irg l VALUA TIUN`� (a).l.l�� THIS APPf?O:'AL. VIOL I LA E' Ail',` it i'l.i ":;a t.L r'� RMISSION P9, QIr�,A.r.a, L :r.��: ; f�ELP T1,14 ES£ PCANS HAVE NOT BEEN REVIEWED ACCORDING % TO TJJE ADA XP/ pISAPJLM,AC�, l BEGUtA'S M, SANFORD FIRE DEPARTMENT 1303 FRE:NCI-i AV'E'NIJE SANFOHD, LORIDA 32771 _U 1LITY jGONXECTII N FEF W401 GFIESHAM, SMITH ANDIDA-11 fl�NC HRS LOG NO. H420-C - 4-23- 2 NOTES DESIGNATIONS INDEX Plan Review Data Graphic Symbols all/ Partition Symbols nreUPANCY TYPE 4 4 - GENERAL NOTES PER 19d'd & 19915BC )SECTION A09): INSTITUTIONAL UNRESTRAINED A3.1 A3,1 SEE DETAIL "LOCATION OF JOINTS IN GYPSUM BOARD PARTITIONS" FOR DETAILS PERTAINING TO METAL CIVIL PER 1968 & PI 101, LIFE SAFETY CODE (SECTION 4-ll UNRESTRAINED HCARE IINSTITUTIONAU INDICATES SECTION N0. STUDS/GYPSUM BOARD PARTITIONS. SEE BOTH SPECIFICATIONS AND DETAILS FOR CORRECT GAGE OF METAL STUDS. (SEE 1/A8.1.) NORTH FIRE TESTS LISTED BELOW ARE GENERIC UNLESS STATED OTHERWISE. ANY MANUFACTURE '5 CO.0 SITE DEMOLITION SITE SURVEY CONSTRUCTION TYPE (AS ACCEPTED IN SPEC SECTION 09260)TYPE X GYPSUM BOARD CAN BE USED IN A GENERIC FIRE TEST C1.0 PER 1988 & 1991 SBC (TABLE 600 )!TYPE 11Lmr-,'1110C1.2 SITE DETAILS ICATES DRWG. SHEET AS LONG AS IT COMPLIES WITH THE TESTING REQUIREMENTS OF ASTM C-36. C1.1 STE PLAN ON WHICH SECTION OR DETAIL PER 1991NFPA 220 ((ABLE 3 1:TYPE II(222) IS SHOWN THE CONTRACTOR MAY SUBSTITUTE A MANUFACTURER'S PROPRIETARY FIRE TEST WITHIN THE ARCH IT E C T U R A L FIRE PROTECTIO 12 GUIDELINES CALLED FOR IN THE SPEC SECTION 01630 AS LONG AS THE AESTHETIC INTEGRITY REMAINS AL A52 AS REQUIRED BELOW AND IN THE DETAIL "LOCATION OF JOINTS IN GYPSUM BOARD PART IT IONS". (SEE 1/A8.1.) COLUMNS (SUPPORTING ONE ROOF ONLY) UL ' X723 2 HOURS PARTITIONS THAT ARE REaUIRED TO EXTEND TO THE DECK SHALL HAVE THE GYPSUM BOARD CUT TO FIT A0.1 FIRST FLOOR LIFE SAFETY PLAN REVISION WITHIN A 1/4" MAX TOLERANCE TO THE SHAPE OF THE DECK AND SHALL BE SEALED WITH THE MATERIAL A1.1 PARTIAL FIRS! FLUOR PLAN DEMOLITION 2 A2.1 PARTIAL FIRS! FLOOR PLAN NEW CONSTRUCTION CALLED FOR BELOW. THE GYPSUM BOARD SHALL ALSO BE CUT TO FIT WITHIN A 1/4" MAX TOLERANCE 12 ROOF WITH BEAMS (NOT A FUTURE FLOOR) UL ° P921 2 HOURS (REO'D FOR SEPARATION A3.2 AROUND ALL PENETRATIONS (DUCT, P IP ING, CONDU IT, ELECTR ICAL BOX,ETC.)AND SHALL BE SEALED WITH THE MATERIAL A2.2 PARTIAL FIRS! FLOUR PLAN DIMENSIONS FROM UPPER FLOORS) CALLED FOR BELOW. THE BOTTOM OF THE GYPSUM BOARD SHALL BE WITHIN 1/4" OF THE FLOOR SLAB AND A3.11 EXTERIOR ELEVATIONS.ROOF PLAN AIltt1MATIC SPRINKI FR SYSTEM SHALL BE SEALED WITH THE MATERIAL CALLED FOR BELOW. (SEE 1/A8.1, 3/A8.1, 7/A8.1, 8/AV, 9/A8.1 AND 15/A8.1 .) A4.WALL SECTIONS AND DETAILS THE EXISTING BUILDING IS 100% SPRINKLED. ALL NEW CONSTRUCTION SHALL BE 100% SPRINKLERED.DOOA4.2 INTERIOR ELEVATIONS, SECTIONS AND DETAILS A6.1 PARTIAL FIRST FLOUR PLAN REFLECTED CEILING PLAN RENOVATED AREAS SHALL BE 100% SPRINKLERED. E SCHEDULE IN THEPROJECTA8.2 MISCELLANEOUS DETAILS BED COUNT --INDICATES DETAIL 5 MANUAL) A33 A5.1 INTERIOR DESIGN UNCHANGED 226 BEDS NON -RATED SMOKE TIGHT BUILDING AREA _ NDICaTEs DRWG. PARTITION TO 4 MINIMUM SHEET ON WHICH O NTERIOR VIEW WINDOW TYPE ABOVE CEILING CORR IDOR PART IT ION D2.1 PARTIAL FIRST FLOOR NEW CONSTRUCTION FINISH PLAN NEW MAJOR RENOVATION DETAIL IS SHOWN (SEE VIEW WINDOW SCHEDULE D2.2 PARTIAL FIRST FLOOR NEW CONSTRUCTION FINISH ACCENT PLAN IN THE PROJECT MANUAL) 3 5/8" METAL STUDS AT 1'-4" MAX O.C. UNLESS OTHER- F2.1 PARTIAL FIRST FLOOR NEW CONSTRUCTION FURNITURE PLAN OUTPATIENT TREATMENT AREA 1129 S.F. 522 S.F. WISE NOTED. (SEE 13/A8.1 SIMILAR.) (INCLUDING CANOPY AT 50X) 3 5/8" METAL STUDS AT V-4" MAX O.C.UNLESS OTHER - INDICATES ELEVATION C012395 EQUIPMENT - WISE NOTED FROM FLOOR SLAB TO DECK ABOVE. (SEE 14/A8.1J ONE LAYER 5/8" TYPE X GYP BOARD EACH SIDE APPLIED STRUCTURAL 944 S.F. 4,357 S.F. NO. i -) OWNER FURNISHED VERTICAL. STAGGER ALL VERTICAL JOINTS. HORIZONTAL (INCLUDING CANOPY AT 50%) (3.__�, - ONE LAYER 5/8" TYPE X GYP BOARD EACH SIDE APPLIED JOINTS ARE NOT REQUIRED TO BE STAGGERED BUT TOTALS 2073 S.F. 4,879 S.F. , �j' �./fJ VERTICAL TO 4" MINIMUM ABOVE CEILING. STAGGER ALL SHALL ALWAYS OCCUR ABOVE THE CEILING. S-1 FOUNDATION PLAN,SECTIONS AND DETAILS Y COLUMN EQUIPMENT - VERTICAL JOINTS. THERE SHALL BE NO HORIZONTAL JOINTS. SEE DETAIL 1/A8.1. S-2 ROOF FRAMING PLAN,SECTIONS AND DETAILS REFERENCE CONTRACTOR FURNISHED *SEE DIMENSION PLANS FOR LOCATIONS OF SOUND ATTENUATION SEE DIMENSION PLANS FOR LOCATIONS OF SOUND �• GRIDS /`3 BLANKETS. PROVIDE ONE LAYER OF GYP BOARD ON ONE SIDE OF ATTENUATION BLANKETS, M E C H A N IC A L INDICATES DRWG. '(�n-+J.� 1-0123 ROOM/SPACE NO. (SEE WALL (UP TO DECK ABOVE) WHERE SOUND ATTENUATION BLANKETS SHEET ON WHICH FINISH SCHEDULE IN THE ARE INDICATED TO BE USED. EXTEND PARTITION TO DECK AND SEAL WITH FLEXIBLE ELEVATION IS SHOWN PROJECT MANUAL) SEALANT.SEAL ALL PENETRATIONS WITH JOINT M0.1 HVAC SCHEDULES I SEAL ALL PENETRATIONS WITH JOINT COMPOUND OR ACOUSTICAL COMPOUND OR ACOUSTICAL SEALANT.5EE DETAILS M1.1 HVAC DEMOLITION CODES �p �/ /� SEALANT. ON A8.1 & A8.2. M2.1 123 HVAC NEW CONSTRUCTION - COMPOSITE STATEt r I ® I 7 t I �!1 SEAL GYPSUM BOARD ON EACH SIDE OF PARTITION TO M2.11 HVAC NEW CONSTRUCTION - SUPPLY STANDARD BUILDING CODE - 1988. WITH 1989 AND 1990 AMENDMENTS. FLOOR WITH ACOUSTICAL SEALANT. M2.12 HVAC NEW CONSTRUCTION - RETURN/EXHAUST STANDARD PLUMBING CODE - 1988. M2.13 HVAC NEW CONSTRUCTION -PIPING/THERMOSTAT/PRESSURIZATION STANDARD MECHANICAL CODE - 1988. MG.1 HVAC CONTROLS -fir M5.1 HVAC DETAILS NFPA 101, LIFE SAFETY CODE - 1991. CONCRETE/CEMENT PLASTER SQUARED STONE ONE HOUR SMOKE PART IT ION ONE HOUR RATED PARTITION ALL NFPA CODES (9 VOLUMES) - AS REFERENCED IN CHAPTER 32 OF THE NFPA 101, LIFE SAFETY CODE 1991. PLUMB ING NATIONAL ELECTRICAL CODE - 1990. O 3 5/8" METAL STUDS AT 1'-4" MAX. O.C.UNLE55 OTHERWISE 3 5/8" METAL STUDS AT 1'-4" MAX. O.C.UNLE55 OTHERWISE MARBLE CERAMIC TILE/QUARRY TILE NOTED. (SEE 13/A8.1.) NOTED. (SEE 13/A8.1.) P1.1 PLUMBING UNDERGROUND DEMOLITION Y STATE OF FLORIDA ENERGY CODE - MUST CURRENT EDITION. STATE OF FLORIDA HANDICAP CODE:ACCESSIBILItY REQUIREMENTS MANUAL, DEPARTMENT OF COMMUNITY ONE LAYER 5/8" TYPE X GYPSUM BOARD EACH SIDE APPLIED ONE LAYER 5/8" TYPE X GYPSUM BOARD EACH SIDE APPLIED PL2 PLUMBING DEMOLITION VERTICAL. STAGGER ALL VERTICAL JOINTS 1'-9" MIN O.C. VERTICAL. STAGGER ALL VERTICAL JOINTS 1'-4" MIN O.C. P2.1 PVJMBING NEW CONSTRUCTION UNDERGROUND AFFAIRS, FLORIDA BOARD OF BUILDING CODES AND STANDARDS - JANUARY 1990. AND STAGGER ALL HORIZONTAL JOINTS 2'-0" MIN O.C. AND STAGGER ALL HORIZONTAL JOINTS 2'-0" MIN O.C. P2.2 PLUMBING NEW CONSTRUCTION RULES OF THE STATE OF FLORIDA, DEPARTMENT OF HEALTH AND REHABILITATIVE SERVICES, CHAPTER IOD-28 SHEET STEEL LrLTJ-rJTj RUNNING BOND MASONRY APPLY illTYPE S DRYWALL SCREWS AT 8" O.C.TO VERTICAL APPLY P TYPE S DRYWALL SCREWS AT 8" O.C. TO VERTICAL P6.1 PLUMBING DETAILS AND SCHEDULES (SECTIONS tOD-28.077 "ROUGH 100-28.093), FLORIDA ADMINISTRATIVE CODE,HOSPITAL LICENSURE-JUNE13,1991 DRAFT. EDGES AND TO TOP AND BOTTOM RUNNERS AND AT 12" O.C. EDGES AND TO TOP AND BOTTOM RUNNERS. AND AT 12" TO INTERMEDIATE STUDS. SEE DETAIL I/AB.1. O.C.TO INTERMEDIATE STUDS. SEE DETAIL {/A8.1. F IRE PROTECT ION PLUMBING CHAPTER 9B-51(RULES OF THE FLORIDA DEPARTMENT OF HEALTH AND REHABILITIVE SERVICES) -MAY 1990. U.L.BUILDING FIRE RESISTANCE DIRECTORY - MOST CURRENT EDITION. j e/ GLAZING ® BRICK SEE NUATDIMEON PLANS FOR LOCATIONS OF SOUND SEE DIMENSION PLANS FOR LOCATIONS OF SOUND ATTENUATION BLANKETS. ATTENUATION BLANKETS. U.L.BUILDING MATERIALS DIRECTORY - MOST CURRENT EDITION. EXTEND PARTITION TO DECK AND SEAL WITH FLEXIBLE FP1.1 FIRE PROTECTION DEMOLITION SEALANT.SEAL ALL PENETRATIONS WITH JOINT EXTEND PARTITION TO DECK AND SEAL WITH FLEXIBLE FP2.1 FIRE PROTECTION NEW CONSTRUCTION ASTM STANDARDS IN BUILDING CODES - MOST CURRENT EDITION. SEALANT. SEAL ALL PENETRATIONS WITH JOINT COMPOUND OR ACOUSTICAL SEALANT. SEE DETAILS COMPOUND OR ACOUSTICAL SEALANT PER FLORIDA H.R.S. LOCAL BIILDING DEPARTMENT RUBBLE STONE ON A8.1 & A8.2. REQUIREMENTS. (SEE 7/A8.1). SEE DETAILS ON A8.1 & A8.2. ELECTR )CAL STANDARD BUILDING CODE - 1991. THIS PARTITION SHALL COMPLY WITH FILE D.'WP 1200 OF THIS PARTITION SHALL COMPLY WITH FILE NO.WP 1200 OF STANDARD PLUMBING CODE - 1991. THE GYPSUM ASSOCIATION FIRE RESISTANCE DESIGN THE GYPSUM ASSOCIATION FIRE RESISTANCE DESIGN E2.1 LIGHTING PLAN MANUAL, TWELFTH EDITION (FIRE TEST FM WP-45, 6-19-66 MANUAL, TWELFTH EDITION (FIRE TEST FM WP-45, r m Section E2.2 POWER PLAN j STANDARD MECHANICAL CODE -1991. g� AND OSU 7-1770, B/61). SEE DETAIL 13/A8.1. 6-19-68 AND OSU '(-1770, 8/61). E2.3 SYSTEMS PLAN + j STANDARD GAS CODE - 1988, WITH 1989 AND 1990 AMENDMENTS. r i l I E4.1 SYSTEMS PLAN SEAL GYPSUM BOARD ON EACH SIDE OF PARTITION TO SEAL GYPSUM BOARD ON EACH SIDE OF PARTITION TO EG.1 ELECTRICAL LIGHTING PROTECTION PLAN NATIONAL ELECTRICAL CODE - 1990. FLOOR WITH ACOUSTICAL SEALANT. FLOOR WITH ACOUSTICAL SEALANT. E 7.1 ELECTRICAL POWER DISTRIBUTION DIAGRAM FLORIDA ELECTRICAL CODE,CENTRAL FLORIDA ADVISORY CODE COMMITTEE, NOTICE "J" (1990 NEC). �q STATE OF FLORIDA HANDICAP CODE: ACCESSIBILITY REQUIREMENTS MANUAL, DEPARTMENT OF COMMUNITY FINISH WOOD EARTH II II II II II II II II II II C O M M U N IC A T IONS AFFAIRS, FLORIDA BOARD OF BUILDING CODES AND STANDARDS - JANUARY 1990. ROUGH WOOD POROUS FILL ONE HOUR RATED HAZARDOUS PARTITION TWO HOUR FIRE AND SMOKE CM1.1 COMMUNICATIONS DEMOLITION PLAN LOCAL FIRE DEPARTMENT PARTITION CM2.1 COMMUNICATIONS PLAN STANDARD BUILDING CODE - 1985. [��3 5/8" METAL STUDS AT 1'-4" MAX.O.C. UNLESS OTHERWISE NFPA 101. L IFE SAFETY CODE - 1985. IXXiY X X X Y l BATT INSULATION ® ROCK NOTED. (SEE 13/AB.1 .) 3 5/8" METAL 5lUDS AT 1'-4" MAX. O.C. UNLESS OTHERWISE NFPA CODES - 1985. ONE LAYER 5/8" TYPE X GYPSUM BOARD EACH SIDE APPLIED NOTED. (SEE 12/A8.1.1 STANDARD FIRE CODE - 1905. RIGID INSULATION LIGHTWEIGHT VERTICAL. STAGGER ALL VERTICAL JOINTS 1'-4" MIN O.C. CONCRETE AND STAGGER ALL HORIZONTAL JOINTS 2'-0" MIN O.C. BASE LAYER 5/8" TYPE X GYPSUM BOARD EACH SIDE FEOFRAL STRUCTURAL APPLY 1" TYPE S DRYWALL SCREWS AT 8" O.C.TO VERTICAL APPLIED VERTICAL WITH 1" TYPE 5 DRYWALL SCREWS TERRAZZO CONCRETE EDGES AND TO TOP AND BOTTOM RUNNERS AND AT 12" O.C. EACH O.C. FACE LAYER 5/8" TYPE X GYPSUM AMERICANS WITH DISABILITIES ACT (ADA), ACCESSIBILITY GUIDESLINES FOR BUILDINGS AND FACILITIES, TO INTERMEDIATE STUDS. SEE DETAIL 1/A8.1 EACH SIDE APPLIED VERTICAL WITH TALL TYPE 5 DRYWALL SCREWS 12" O.C. STAGGER ALL VERTICAL FEDERAL REGISTER/VOLUME 5C,NUMBER 144,JULY 1991 CERAMIC TILE �� BRICK SEE DIMENSION PLANS FOR LOCATIONS OF SOUND JOINTS 2`0 MIN. O.C. AND STAGGER ALL HORIZONTAL ATTENUATION BLANKETS. JOINTS 2'-0" MIN O.C. SEE DETAIL 1/A8.1. GYPSUM BOARD CONC. EXTEND PARTITION TO DECK AND SEAL WITH FLEXIBLE SEE DIMENSION PLANS FOR LOCATION OF SOUND MASONRY UNITS SEALANT.SEAL ALL PENETRATIONS WITH JOINT ATTENUATION BLANKETS. COMPOUND OR ACOUSTICAL SEALANT.5EE DETAILS EXTEND PARTITION TO DECK AND SEAL EACH LAYER ON A8.1 & A8.2. OF GYPSUM BOARD WITH FLEXIBLE METAL (LARGE SCALE) CUT STONE THIS PARTITION SHALL COMPLY WITH FILE NO.WP 1200 OF SEALANT. SEAL ALL PENETRATIONS WITH JOINT „IT�I Notes ®��p ��t� THE GYPSUM ASSOCIATION FIRE RESISTANCE DESIGN COMPOUND OR ACOUSTICAL SEALANT PER FLORIDA H.R.S. .y METAL (SMALL SCALE) MARBLE ® MANUAL, TWELFTH EDITION (FIRE 'TEST FM WP-45.6-19-68 REQUIREMENTS. (SEE 7/AB.9. SEE DETAILS ON A8.1 & A8.2. AND OSU T-1770, 8/61). SEE DETAIL 13/A8.1. THIS PARTITION SHALL COMPLY WITH FILE NO. WP 1615 OF I. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN OUESTION,THE CONTRACTOR SHALL BE ® ACOUSTICAL TILE RUBBLE STONE SEAL GYPSUM BOARD ON EACH SIDE OF PARTITION TO THEGYPSUM YMANUAL, STWELFTH EDITION FIRE ON (FIRE TEST UC,E9DESIGN RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE ARCHITECT BEFORE CONTINUING WITH FLOOR WITH ACOUSTICAL SEALANT. CONSTRUCTION. SEAL EACH LAYER OF GYPSUM BOARD ON EACH SIDE 2. EQUIPMENT INDICATED WITH DASHED LINES SHALL BE FURNISHED BY THE OWNER AND RECEIVED rrrrrrT-rrrn RESILIENT FLOORING SLATE OF PARTITION TO FLOOR WITH ACOUSTICAL SEALANT. +, AND srORED BY THE GENERAL CONTRACTOR. (SEE OWNER FURNISHED EQUIPMENT MANUAL AND +1%dpUQpu,Ft VENDOR DRAWINGS). THE CON (RAC fUFt SHALL COORDINATE WITH THE OWNER ON DELIVERY AND INSTALLATION OF THE EQUIPMENT. T�'{� STRUCTURAL d 1�`.••..... J. THE CONTRACTOR SHALL PROVIDE CHASES FOR MECHANICAL, PLUMBING, AND ELECTRICAL AS ® TILE ON CONCRETE LLL_J:-LLLL1J CLAY TILE TWO HOUR RATED PARTITION SOUND ATTENUATION ION BLANKETS ,�iP'• FLEMING REQUIRED. SEE RESPECTIVE DRAWING SECTIONS. 7wnoy SMIrH. ie ; ,� r TJ-TLT1�1 L PARTICLEBOARD PLYWOOD 4. FOR ALL RATED AND/OR SMOKE PAF2TITIONS, THE SURFACE AREA OF AN INDIVIDUAL RECESSED LOCATIONS OF SOUND ATTENUATION BLANKETS ARE METALLIC OUTLET. S'WITCH BOX, ETC., SHALL NOT EXCEED 16 SQUARE INCHES. THE AGGREGATE 3 5/8" METAL STUDS AT 1'-4" MAX. O.C. UNLESS OTHERWISE INDICATED ON THE DIMENSIONED FLOOR PLANS. 11 SURFACE AREA OF THE RECESSED OUTLETS. BOXES. ETC.. SHALL NOT EXCEED 100 SQUARE INCHES NOTED. (SEE 12/A0.1 J �^ ••,%64-.� PER 100 SQUARE FEET OF SURFACE WALL AREA. BOXES THAT EXCEED EITHER 16 SQUARE INCHES SEE THE DIMENSIONED FLOOR PLANS AND THE S., OR .-•��,•�•, OR THE AGGREGATE AREA LIMITATION SHALL BE RECESSED AS SHOWN IN DETAIL "RECESSED METAL BASE LAYER 5/8" TYPE X GYPSUM BOARD EACH SIDE SPECIFICATIONS FOR THE SIZE AND TYPE TO BE USED. FRE-p pRu�.e WALL CABINETS". SEE DETAIL 10/A8.1. RECESSED BOXES LOCATED ON OPPOSITE SIDES OF APPLIED VERTICAL WITH 1" TYPE 5 DRYWALL SCREWS SEE SPECIFICATION SECTION 07211."�:•,u,uu:•''��, WALLS OR PARTITIONS SHALL BE SEPARATED BY A HORIZONTAL DISTANCE OF 24 INCHES AS SHOWN IN 2'-0" O.C. FACE LAYER 5/8" TYPE X GYPSUM BOARD DETAIL "ELECTRICAL BOXES IN RATED AND/OR SMOKE WALLS". SEE DETAIL 15/A8.1. m m EACH SIDE APPLIED VERTICAL WITH 1-5/8" TYPE S DRYWA5. PIPING LOCATED ABOVE GRADE ANU INSIDE THE BUILDING SHALL BE CONCEALED IN FURRED le f I e. c t eh a° i I i n P l : ■ L �'g JOINT5L 1' 4" MIN. O.C. AND STAGGER ALL HORIZON AL USE L SCREWS 12" O.C. STAGGER ALL VERTICAL IF UINNAA "PARTITION iTO BLANKETS MIMUM ABOVE ARE INDICATED SPACES WITH THE EXCEPTION OF PIPING IN JANITOR CLOSETS, STAIRWAYS. EQUIPMENT ROOMS AND V JOINTS 2'-0" MIN Q.C. SEE DETAIL 1/A8.1. THE POWERHOUSE.THE CONTRACTOR SHALL COORDINATE WITH OTHER TRADES TO PROVIDE FURRING FOR EXTEND THE GYP BOARD UP TO THE DECK ABOVE The Healthcare PIPING INSTALLED IN FINISHED AREAS. SEE DIMENSION PLANS FOR LOCATION OF SOUND ON ONE SIDE OF THE PARTITION AND SEAL THECA GYPSUM BOARD TO DECK WITH ACOUSTICAL SEALANT. p^� G. EXISTING PARTITIONS, DOORS, WINUO'WS. PLUMBING FIXTURES• CASEWORK, EQUIPMENT, ETC., CEMENT PLASTER ATTENUATION BLANKETS. �Ompal ly ARE "SCREENED -BACK" ON THE FLOOR PLANS. NEW CONSTRUCTION IS INDICATED BY SOLID LINES. 2'X4'LAY-IN CEILING (CONTROL JN T. SHOWN) REFER TO DEMOLITION DRAWINGS FOR EXISTING TO BE REMOVED. EXTEND PARTITION WITH DECK AND SEAL EACH LAYER OF GYPSUM BOARD WTH FLEXIBLE SEALANT. SEAL ALL E.R. ADDITION AND RENOVATIONS Y. WHERE NEW GYPSUM BOARD PARTITIONS ARE A CONTINUATION OF AN EXISTING PARTITION OR PENETRATIONS WITH JOINT COMPOUND OR ACOUSTICAL SEALANT. COLUMN ENCASEMENT. THE FACE OF THE NEW GYPSUM BOARD SHALL BE ALIGNED WITH THE STRIP DIFFUSER (SUPPLY) SEE DETAILS ON A8.1& A8.2. CENTRAL FLORIDA FACE OF THE EXISTING SURFACE. WHERE A ONE HOUR PARTITION IS SHOWN AS A CONTINUATION OF A TWO-HOUR PARTITION OR COLUMN ENCASEMENT, THE FACE OF THE GYPSUM BOARD SHALL LIGHT FIXTURE IN 'THIS PARTITION SHALL COMPLY WITH FILE NO.WP 1615 OF BE ALIGNED. STUDS SHALL BE OFFSET AS REQUIRED TO PROVIDE FACE ALIGNMENT OF GYPSUM STRIP VENT (RETURN) THE GYPSUM ASSOCIATION FIRE RESISTANCE DESIGN REGIONAL HOSPITAL BOARD. LAY -IN CEILING MANUAL, TWELFTH EDITION (FIRE TEST UC, 9-7-64). +8. INTERIOR METAL STUDS SHALL BE 3%- OR AS SHOWN BELOW UNLESS DIMENSIONED, DETAILED SEAL GYPSUM BOARD ON EACH SIDE OF PARTITION TO SANFORD, FLORIDA HCA ACCT.NO. 32725 OR NOTED OTHERWISE: STRIP LIGHT FLOOR WITH ACOUSTICAL SEALANT. WALL MOUNTED SCRUB SINK - G" STUDS. WALL MOON I (END CLINICAL SINK - 12OUTSIDE FACE OF STUD TO GYPSUM BOARD OR SURFACE LIGHT FIXTURE OUTSIDE NFACE OF SPUD(2-12" STUDS EACH SIDE.) FLOOR MOUNTED SINGLE TOILET - 8" OUTSIDE FACE OF STUD TO CEMENT PLASTER OUTSIDE FACE OF STUD. (2 1/2" STUDS EACH SIDE.). FLOOR MOUNTED BACK TO BACK TOILETS - 12" OUTSIDE FACE OF STUD TO EXIT LIGHT OUTSIDE FACE OF STUD. (2 1/2" STUDS EACH SIDE.). 9. PROVIDE SCHEDULED FINISH BASE ALONG THE BOTTOM OF ALL EXPOSED FRONTS, BACKS. SIDES 0 INCANDESCENT LIGHT FIXTURE AND ENDS OF FIXED CASEWORK. WARDROBES, VERTICAL SUPPOR(S,KNEE SPACES,ETC. 2'X2' LAY -IN CEILING (OR 2'X4' LAY -IN • to. RECESSED ITEMS (GREATER THAN 16 SQUARE INCHES)IN RATED AND/OR SMOKE WALLS. INCLUDING SCORED TO LOOK LIKE 2'X2'LAY-IN) ' ELECTRICAL PANELS, ELECTRICAL DUCTS,MEDICAL GAS VALVE BOXES,FIRE EXTINGUISHER O SMOKE DETECTOR CABINETS, ETC., SHALL BE BACKED WITH 5/8" TYPE "X" GYPSUM BOARD TO MAINTAIN RATING i z OF WALL. SEE DETAIL "RECESSED METAL WALL CABINETS". SEE DETAIL 10/A8.1. Architects: Gresham, m an ar Hers a ® EXHAUST/RETURN GRILL Nashville• Tennessee 37203 West End Avenue 11. WALL MOUNTED SINKS AND LAVATORIES SHALL BE MOUNTED SO THAT THERE WILL BE 4" MINIMUM Nas CLEARANCE BETWEEN SIDE OF SINK AND FACE OF ADJACENT WALL, CASEWORK, FIXED EQUIPMENT. CONCEALED SPLINE (615) 385-3310 j N a ETC. SUSPENSION SYSTEM �o SUPPLY DIFFUSER P.M. I CATHY LAMBERTH P.C. BILL MAYS 4 R 12. CASEWORK DIMENSIONS SHALL BE FIELD VERIFIED PRIOR TO FABRICATION AND INSTALLATION. C1v11 Engineers: Gresham, Srnffh and Partners i Q1 v 13. THIS ADDITION IS NO( DESIGNED FOR FUTURE VERTICAL EXPANSION. OS SPEAKER 3310 West End Avenue 0 Nashville, Tennessee 37203 N. PROVIDE METAL STUD FRAMING AROUND ALL PENETRATIONS THRU METAL STUD/GYPSUM BOARD i w z (6385-3310 WALLSEXPOSED CONSTRUCTION P.M. SEE DETAILS 3/A8.1, 0/A8.1• AND 9/AB.1. ALSO. SEE DETAIL 7/A8.1 FOR )MIKE DNKLER Qc u PATCHING PENETRATIONS IN RATED AND/OR SMOKE WALLS. 15. THE CONTRACTOR SHALL VERIFY THAT ACCESS PANELS ARE INSTALLED IN Structural Engineers: Stanley D. I-fndsay and Assocfatas, Ltd. ¢ WALLS AND NON -ACCESSIBLE TYPE CEILINGS WHERE SERVICE OR ADJUSTMENT TO MECHANICAL. 2244 MetroCenter Blvd., Suite 208 PLUMBING OR ELECTRICAL ITEMS MAY BE REQUIRED. ACCESS PANELS SHALL BE THE FIRE RATED > TYPE EQUAL TO THE RATING OF THE WALL OR CEILING IN WHICH THEY OCCUR. Nashville, ToMassaa 37228 N (FJa (615) 244 2211 c �. c1 mw-,- 16. CALK AT JUNCTURE OF INTERIOR FACES OF DOOR FRAMES.VIEW WINDOW FRAMES,EXTERIUR -0 16. WINDOW FRAMES, CABINET WORK, AND CASEWORK WITH ADJACENT MATERIALS EVEN THOUGH P.M. (UM TARPY f JOIN( MAY NOT BE VISIBLE. Ceiling H e' h t Legend MechElectrical cel, Plumbing and Smith Beckman Reld, Ina. ElectrlcalEnglneers: 3319 West End Avenue/Suite 700 Nashville, Tennessee 37203 (615) 383-1113 A 8'-0" E 7'-11" J EXPOSED N MECH. PLUMB. ELEC. JIM SEABURY P.M. JOHN ALSENTZER P.M. JOHN ALFORD P.M. B 8'-6" F 9'-8" K MATCH EXISTING P Interior Designers: Gresham, Smith and Partners 3310 West End Avenue C 9'-0" G 101-0" L 0 Nashvtlle, Tennessee 37203 (615) 385-3310 L� D 9'-6" H 6'-10" M R P.M. I DONNA DAME P.C. McCALL DEAN „CL' 0 Pi T T 9(x EF EF ELK 5 S sex T LL d 2 0 z D r 0 u O 7 O O co U- a cr z 7) T T B1x EF 8cF !� b1. Do Do buc De bL-o L I Zz Z > o Q 0 a QU CCS • C � m n ' V 1 2 V 1 lU Ir ' V `1 �J 04 N co U o Z a QO J' E Z Q Ft- U a < 1: _O J 'I ~QZ OLL =13EwwPr uj U oC l w a 0 Q 0 0 Q z SITE DEMOLITION cl .0 Fite 15201 DATE 4-23-92 L� T T &x 13 Z 7 dtue PL PL 1301 x i Ad MATCW POINT A' (SHEET I OF Z) JESSAMINE AVENUE (VACATED) N.00*1134W 69 5. 7 r1p 7 , 4, v 57 HEAVILY V1000ED 4- '811 w 176 A `V, -vt_ 11 lip- I 7-"`7 7 4 7 4b 114 1 1 1-4 'I'p 41' A i - it r__"A 7,75 It con M4 L - 15" Rc MAX 10% RELOCATED LANDSCPPINQ� 'OF 7 4 FF 14% 9 F, INVI 4. ST� A vF '0_ N I'-d' CURD cATr_E4 BASIN 10 lr�O'R.(TYP) x uo C4II • EFTA �V NEW E.R. ADDITION 10 SANITARY SEWER F.F. IO. cl. 14- 18 7 PLUSH Y, 14, 7 VbK ACCF55115[_E 31C4W All 41? 111 DN. 47 to 'V� SILT FENCE I fill! 7" 470 4., r f4M LJ it 0 Ali KRcp op He"t;ALL am WE Cottle, CATCHCATCHw" ANY. "I'llb 4 "ItCAP X, i`711A 4 41 1.4 011,40 It 905 T* I �1_ IF to u 46 it I, IA.JL Ikkr%0U it 01 -83 -S!rtN A. rm I 1E AM 41— 9 MM11`1117 E AVE I ii rk 6 A,4J _ i I'm 44.— a, Ill 7. LLA OIL_ it I, D N N lk T_ ------- ------- - 9 --- oc 7 10 iL ,,o 11 aLfuoI _v _ --i w F- — -A7 "C Tap WIA MN.1446, II LCA04*G Ill GAI 207.50 _A no zol T CONTRACTOR SHALL PROVIDE TEMPORARY FACILITIES TO HOUSE o 'y I c1 «-•'j'•. /. `j—'"'i I` 9\,/1 �_r '�`"t w� (R'b?`' ` h I ' 8 'f ' I HE FEE SPACES AS yl, j WAITING AND OTHER SUPPORT r EMERGENCY REGISTRATION DIRECTED BY THE OWNER. CONSTRUCTION HALL 7173 E AND LOCAL BUILDING REQUIREMENTS AND SHALL BE r- Z, ;r NSTRUCT10N OF TEMPORARY FACILITIESSHALL 7 11 19 11 T MPCOMPLY WITH STATE �11T NON-COMBUSTIBLE MATERIAL THE CONTRACTOR SHALL WORK DIRECTLY 1 10 0 DETERMINE EXACT LAYOUT AND LOCATION. SEE AZI TRAILER 6 WITH THE OWNER T yw % 'C, -fit or 01 PER A.D.A. TFMPORjkRY—, .i DETECTABLE WARNING DOMES )40 CANCH-Y f USH MEFr, ER A.D.A. 3 I 4-71 C1.2 NEW CURB NEW—, CANOPY Y 11 FLUSH 014tIGH Cl VAN ACCESSIBLCA SPACE NEW WYE. ----.f CONNECTION 2 5 uz C12 TYPECAI NOTES: 1. THE SITE LAYOUT IS BASED ON CONTROL POINTS AS NOTED. 2. THE CONTRACTOR SHALL CHECK ALL FINISHED GRADES AND DIMENSIONS IN THE FIELD AND REPORT ANY DISCREPANCIES TO THE ARCH I TECT/FNG I NEER PRIOR TO BEGINNING WORK. 3. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES. TAKE CARE TO PROTECT UTILITIES THAT ARE TO REMAIN, REPAIR CONTRACTOR -CAUSED -DAMAGE. ACCORDING TO LOCAL STANDARDS AND AT THE CONTRACTOR'S EXPENSE, COORDINATE ALL CONSTRUCTION WITH THE APPROPRIATE UTILITY COMPANY. 4, THE CONTRACTOR SHALL CONFORM TO ALL LOCAL CODES AND OBTAIN ALL PERMITS PRIOR TO BEGINNING WORK. 51 PROVIDE A SMOOTH TRANSITION BETWEEN EXISTING PAVEMENT AND NEW PAVEMENT. FIELD ADJUSTMENT Or FINAL GRADES PAY BE NECESSARY. INSTALL ALL UTILITIES PRIOR TO INSTALLATION OF PAVEMENT. r THE CONTRACTOR SHALL PROTECT ALL TREES TO REMAIN, IN ACCORDANCE WITH THE SPECIFICATIONS. DO NOT OPERATE OR STORE HEAVY EQUIPMENT, NOR HANDLE OR STORE MATERIALS, WITHIN THE DRIPLINES OF TREES, OR OUTSIDE THE LIMIT OF GRADING. 7. CONCRETE WALKS AND PADS SHALL RAVE A BROOM FINISH. ALL CONCRETE SHALL BE CLASS 'A* (3,500 UNLESS OTHERWISE "DIED. cow -ow w7rM ALL 11111501.11111011ENTITS OF AD -A. A. ALL DAMAGE TO EXISTING ASPHALT PAVEMENT TO REMAIN WHICH RESULTS FROM NEW CONSTRUCTION SHALL BE REPLACED WITH LIKE MATERIALS AT CONTRACTOR'S EXPENSE. B. EXCESS MATERIAL SHALL BE DISPOSED OF BY THE CONTRACTOR OFF THE OWNER'S PROPERTY AT NO ADDITIONAL COST. LEGEND 10. DIMENSIONS ARE TO THE FACE Of CURBS, EDGE OF CONCRETE, OR TO FACE OF BUILDING, UNLESS OTHERWISE NOTED. EXISTING FEAIUREG 11. ALL SIDEWALKS SHALL HAVE A SIDEWALK HEADER AT THE JUNCTION BUILDINC To PAVEMENT, UNLESS OTHERWISE DETAILED. 12. PARKING STRIPING SHALL MATCH EXISTING HOSPITAL SITE COLOR SCHEMES. 13. SCREENED ITEMS INDICATE EXISTING CONDITIONS. SEE DEMOLITION DRAWING C1.0 FOR ITEMS TO BE REMOVED. 1-1- E E — SPOT ELEVATION A-SVVAkO PAVING I E.R. ADDITION CAMPUS PARKING TABULATION On=Site Handicapped OM- Me Total Existing 440 13 157 610 Proposod 440 13 157 610 Required 226 Beds x 1.4 spaces/bed = 316 w TAIIII-l" AVE. .NL&RATE AVE. 7 SITE MULBERRY AVE. JESSAMINE WE Ot BANDER AVE VANOWSTRI AVE z 0 w z VICINITY MAP Ln cz z z > <c 0 Q) Z• < E (.0 0) � m Ln Ln w cr LD 0 c14 cu z W M < > 0 E z< M 0 Er =a. 0 0 Zoo < _j x: LL z 0 _j < < Z 0LL z a Cc Lu Uj Lu U cc SITE PLAN C1.1 FILE 15201 DATE j- - 23 -9 T T sty DG DG 9(A UT DT Sic 3 FLUSH h" CONCRETE SIDEWALK— --PAVEMENT SLOPE' 1 /4 1' III -`` 111 TJ11o. °• p °°°,o.°o;�•�0 b • u ° Oe ° ,0 ' U V Dv. 6" MIN. I DETAIL: SIDEWALK SECTION AT PAVEMENT 1/4" GROOVED JOINT - SPACE a SQUARE POINTS (i.e.,a WIDE WALK SHALL HAVE SPACING) BROOM FINISH 6X6-W2.9XW2.9 W.W.F. BASE 1/2" EXPANSION JOINT WHEN ABUTTING CONCRETE FINISHED WIDTH VARIES -SEE PLANS GRADE -_ --I _ MIN. 1/8"/FT. N V TURNED DOWN EDGE =38 WHEN ABUTTING 6X6 - W2.9 X W2.9 W.W.F. LAWN/LANDSCAPED - 3500 PSI CONCRETE AREAS COMPACTED SAND OR GRAVEL 2DETAIL: TYPICAL SIDEWALK SECTION CAST IRON FRAME AND GRATE (SEE SPECIFICATIONS ) BROOM FINISH FINISHED GRADE- 4" GRAVEL BASE-/ 3500 PSI CONCRETE WALK CONTROL JOINT 1/2" EXPANSION — JOINT BROOM FINISH `� BROOM FINISH 6X6-W2.9XW2.9WW.F.� .-- 1/r" /i;A � t � r W 3500 PS7 PREMOLDED EXPANSION CONCRETE WALK JOINT MATERIAL @ 30' O.C. DETAIL: SIDEWALK JOINTS N.T.S. 6" I 12" ,---3500 P.S.LCONCRETE PAVEMENT 6 rBASE imp DETAIL: TYPICAL EXTRUDED CONCRETE CURB NT.S GROUT n _ z BASE a W G" - -- 6" w SQUARE POURED CONCRETE .w WALL AND SLAB a d � 0 w n ¢ GROUT OUTLET 1 6" VARIES (SEE SCHED.) 3/6.0 REBARS ON 12" CENTERS BOTH WAYS PIPE DIA. W 12"-21" 24" 24-33" 36" 36"--42" 48" 6DETAIL: CATCH BASIN 2' \2' J DIA'. HOLE REQUIRES 2-5/8' X 2' 0' STEEL BAR STAKES FOR EACH CURB SECTION' CURB REINF. W/ 2 1*3 REBARS. LOCATE PARKING CURB J FROM FACE OF SIDEWALK HEADER OR EDGE OF PAVEMENT. DETAIL: PRECAST PARKING CURB NOT TO SCALE COMPACTED SUBGRADE Mid. LBR 40 3500 PSI CONCRETE WWF 6X6 --_ W2.9 X W2.9 .ASPHALTIC CONCRETE WEARING SURFACE PRIME COAT �- ZZ �/- N tD A" ASPHALT EXP. JOINT,-� 3' CONCRETE \- SM CEMFMf BASE ANY. OTHER GONG. SURFACE - 6°GRANULAR BASE 3DETAl- PAVEMENT SECTIONS NOT TO SCALE MOUND OVER TRENCH TO ALLOW FOR SETTLEMENT EXIST. GROUND SUITABLE SELECTED BACKFILL (NO ROCK OVER 12') I . D SUITABLE BACKFILL.ENSLY COMPACTED ICI SEWER PIPE .,.. T CRUSHED STONE - SEWER LINE TRENCH EXTEND PAVEMENT II-0" OPEN COUNTRY PAST, FIRM DITCH LINE �MATICH VEMENT XIST. PAVEMENT GRANULAR BACKFILL PLACED IN 9" LAYERS B WELL COMPACTED (SEE SPECIFICATIONS FOR COMPACTION REQUIRMENTS UNDER PAVEMENT) DENSLY COMPACTED IS GRANULAR BACKFILL. CRUSHED STONE ro N 12u BACKGROUND BLUE W/WHITE SYMBOL, LETTERS AND BORDER SLOPE TO 2-I/2" O.D.- DRAIN-\ �('�f SIGN POST al 35Uc f CON, o FILL I N in e 12°0 ^I GRASSY 111 CONDITION 4DETAIL: HANDI (n IL A� M 2„ i \ � 21 m w _I Cl cc Z' fL / 1 12" NOTE' USE VAN ACCESSIBLE SIGN ONLY ON SPACES INDICATED ON SITE PLAN DRAWING CI.I U N &11 m � �D `NTP.CiIE cfl F�) JL—1 PAVEMENT CONDITION POST PARKING SIGN AND CONCRETE BASE 2.35" 2. 5 --)" (TYP.) (TYP•) FLACK PLASTIC WAPHING N 4 DOR CETE, (TYP) CI v I L-CRUSHED STONE BASE .. DEPTH EQUAL TO ORIGINAL S' BASE.(MIN. DEPTH 6") A ELI 0 NOTE: PLACE DOMES IN FRESH CONCRETE+"FROM FACE OF VEHICLE PAVEMENT. TYPICAL TRENCH SECTION FOR WATER AND SEWER LINE 7DETAIL: (UNDER PAVEMENT) NOT TO SCALE I T-4' arm ELONGATED ARROWS FOR DETAIL: PAVEMENT MARKINGS NOT TO SCALE 8 DETAIL: 1. Sat Dos [s and e c va tee 4"a4" uPslope along the Ilne o(e Pus ts. 4" 1. "I'll te" filter feOrie i. the ulre fence and —eed it I— the 1-10. I s - rr DETECTABLE WARNING DOMES a. Backfill and cpmpace the .,caeated ,en. EAe"4ic° Of faun a"d ,.ire Into me veecn. I Ohl filcx� F L,II _-1�1r5 C,ISTRUCTMI OF A SILT FENCE Flw i • Plan I I I I A A El —tine Pei— A should be higher Nan P°Iet 6 PROPER PEACEME.4f OF A FILTER BARRIER IN A 0MINAGE NAl DETAIL: SILT FENCES NOT TO SCALE CONSTRUCTION TYPE I, TYPE n FER1905Allnl 9.0.C.6TADLE GOO) 2. TYPE II (-L22) PER hiKl NP. NA.22O (7A6LE 9) AUTOMATIC SPRINKLERS OCCUPANCY TYPE I. INSTITUTIONAL UNKE9TKAINEP FETC 19BSb199#sBG.(6EcTI ON 40q; 2. HEALTHCAKE !INSTITUTIONAL) r'EK I1111 N.F,I'.A. 101, LIFE SAFETY CODE(SECTIoki 4,1) I. E)CI6rINe Cy N5'rrucTiOH : TH19 FACILIT`( IS PKOTacTKCJ-rHKOUGHOUT DY AN AFl`K0VVIO A10TOMATIC gPKINKLEK 6Y5TCM• 2. NEW C0N571CUG'TION 1 THIS FACILITY WILL ee PKcrrrGTEl7 TH90UGHOUT OY AN AUTOMATIC 9rR-_INKLEI� SYSTEM_ RED COUNT E,AIO-rIHry ,1F05 224 (UNCI-tANGEP) SMOKE COMPARTMENTS 91vtoKE corer �rrrr �I1 r r9I1,06S Ar.EA! r t• FT.� 9C-'L 13,253 8,3I j d, 28`1 0 yG-5 FIR57 7, `13 I I #,038 9R.FT. 9G-Co FLOOr 17,205 ON ISTFLOoR Sc,- 7 1 Lf, 772 9C-8 a,4Drp 5c-ll 3,07Lf c✓G• 10 7,775 gC-I I 7,828 EGRESS CALCULATIONS ACTUAL AAC,KE Gr4lvS AKPA FEQUIrtC OccUPANT WIDTH- r'CK9ON5 ACTUALLY Come"'TMCNT (xa. rTJ L'-AP I LEVI=L PKOVIpW FoK Flr,;;r FLOCK SC- I lro 3C-11 I09103a 09,U3,3 =2 0• 454 974 INCHE5 974 0,5 - 1,948 PEK9oN5 ',E 5a) FT. _ PCKsoNS PEK 5CI4),-,KV FOOT, Sr NOTc 3� %# ACTUAL WIDTH IN INCHES PEKSON9 PEK INCH LLEVEL 0.5j 6TAII29 or,), vEE NOTE 1FLf. NOTES I, AREA SHOWN 19 GR009 54UAKE FaOTAGE, PUT DOES NOT INCLUDE POCKS ANK7 OVERHANGS. L. NeW ANP I'2ENoVATEp 5MoK_E col rPArKTMENT9 ARE PIVIpEq INTO AREAS LC v THAN 16o LINFAr'. FELT I[l ATJ'f PIV.EC•TIOH AND LE95 THAN 22,500 GQUAI¢E FEET IN AIKEA. Lr'EFCF.LNCe IgBbDl9`ll SRC. 9ECT10H quq. 1.2.1 ANp 141,11 N.P.I'.A. lol LIFE SAFETY r-ope_, cF r_TION 13 - I, / 1 3. oCCUPAN f LOAD 19 F3A5F fJ ON ONE PEf_9oN FOR G?CH I ZO 50UAKE FEET IN Ir49TITVTI0NAL �)LCEi Ih1G AKFAS ANJ O[Af rCt?9ot-1 forEACH 24f0 VcyUAKE FCET IK INaTITOTIONAL to I �1 I A . I c q N.F p. LIF IN-pATIEh1T TKEATMENr i,NP ANCILLARY AI2F-PF✓. l.Jzl;FrKEN E !; SAFETY COPE, oecTIoN 13 - 1.7 ^HO 1-I86 S,i+•C•, SECTION 1105,1 AND 191I S.bG.,SECTIDN 1103.11 O. CH pE PE 9oN 9 Fv 4. THE GAt'Ac ITY of MEANS of Eo#KE66 15 I�iA4JEp ON � IN C5 K K e 8q For TRAVEL OY MEANS OF STAIKS Ahlq o.5 INCHES PER PERI6ON SEKVE�;P FOR HORIZONTAL_ 0 of LIF 5 Cop C I .I f'. h l E F TY E T I Rf`FEIZE E q N. P A� YV ROUT �Jr IIC9. N , EL WITHOOT C SECTIorA 13- 2,3.2 ANO I1188 5, e,.C., -rAe>LE 1103, NOTE I AND 1991 5 ,. TA15LE 1104] CODES c 5 o ca � U'(;INc� E OKGEq. 5eC iF1r INDl=y. 9HEE7 FOLK LI T F DE NF —LEGEND ONE HOUR SMOKEPARTITION ®®®:o --- TWO IlDlhi RATED PARTITION ........... TWO HOW FIRE AND SMOKE PARTITION 9 TWO HOUR RATED SHAFT WALLtlO ACTUAL EXIT WIDTH ]IN IPICFES FOR HORIZONTAL LEVEL TRAVEL NEW CONSTRUCTION & RENOVATI ON EXISTING TO REMAIN MAXIMJM TRAVEL DISTANCE TO ADJOIAG SMOKE COMPARTMENT G7cISTl t`1G F E. U- a z Ln Ld U)a V 7 C] Ir Ir I f ! J _. f, r 4I sc- •,`:i9^„IST F .wz y�.:s,,d1Y i ...3. 1 i{F=} L41 ,. iT .E L7# 4 a per© EX JT. FAG. W/ F.E. ' rti ',i., SY F R V1 l j j Y.. I 1ST F E �i : rl VIA i! 6 #,";f;, -f F Hi y /F. E ;b 3 .:1 .. , r 4 a � 1 ,4 t M , 9 . s'w# .r r uoer um r.ri.® ,E'., & ( ,..mfli_'-_ _ - .x' d.`3,� a a. - ,T ..,d : z,, l "� I,l �... J �;;. 1-. I.., .,.:». ,. " : r -:.! ._ _... , . ; 14:5 ,,, •r.,.,.,.,,, r ....,,,,,3 I ,.,,_.� � :�� '. � r L yEt I r j - I 6 . i. � .::, <.., w y w,..' 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W/F 1: #- •'a Exi tt .i ,, t r .v o ri t': € _I <.,d ¢ {p' .._ r°G^r• ,•_-J, Yi»> " + Ta. ,, •., ,,__ ,« ._,+ t. r. ,,:::: I - w.w. , k_ � , � - _ . •... _ _„ '. ifl�, L, tr T , x�'.w%£ : ! a,.,X', a � .-t ,? -72 L _ A_ y'cLn -IS-! FAG Y (-F E. t r # zhi F H � F. - — Y'.'P `� 78 •n tl- XISf FHC. WI F.E, a°j EXIS}VF F LD Y ;Y >T G E C F � .< (r � w y _ rn� L w Iw *�._ ,,,_.. +.,,,., �,FC,I,.Npt. , ,_ ._....---:!., ''�.,,:.,.., / tr 1 ! r 9i i 4 a1 7 l u '-s �, t ,✓.,, ., ,., j , fr -. - '}h . -. T FAG V/ f r s � ' �f P {' •a .« V i 3 a f ".Y : r r 1 1f 41r MI ,f • , ..<a y. " ti LDLAt 50 9 r 8 I, .._..,' ;. EXIST. F. .' ,.�,. f ., , '. 1F:. 4 :11 , fs..,.:aq f .-_. - ! if .. •,k3{yE I,yl„ eXt61. FJc v// sr ' .sa ;rr.«,.,.,... r 71 7 E /) 3 33 "%ISj IF,f1G wl F s Y 137 1. ii Jr - .. E ISO y_C W�F. ,µ ... rl I 1 r bU' f I I I ., - ,:::g.% r--'a. I_ ) s rt ' 4 l r. D A. x EXIST .; ,d E u .) EXBT FE �, 2-9 :, n ) p_`i � ., ro e._ .,: da",r- , T s' f vj. u^A to � r W E%ISt'�F E W� a,.?gj:__._..x ^� ,jar _.. �,.� 7 rg }} --#-�� ...«.s• I I gg a 7 F�IJ � t 57 j t Fe , - Irv,) w pp:� yy 4 k„o %y aq l.sD a {W��' ,'1" ! _V �� 7 { CR : � ✓� 4 .. -, E51K<. F. PC F v if P ': , s " ,• p0� i , Y h 4t �alEAIST F R_v ! � f 5_1 LIFE SAFETYit z _• gg a i p.vlW r v3 6'TO t 33 , 4 ) , r 44•, , •� a4 103' �:d'.. "�. NOR "i Fi .EXIST,-F, E { �4 v .I 5 ! g , l ra Et 1d T it J_�-- EXIST F A C. ME E. 55' r IM M �m .4"� O a E z �. -r— 0 = a. I� CJ z O z LL O IX Z rr � w uj 0 cc � ``oiV ryJ ; o r • -, r• S• S ;j f 6 S z 0 tis'r� �9w3) a, o FIRST FLOOR LIFE SAFETY PLAN AM AR Awt . 1 FILE 15201 DATE 4-23-92 B. 0. 1.0 too rout RLk /JI I33 I35 13�K L06A(ION OF ONE NOR WALL f01SEU°QED iEt1f'ORAK'IL7 '0 ��F.vnKArE O;GIJP'IEp AKea� Jf (NE. OILVIW4 FROM ABEAM OF T�ENovArION AND NEW aONefK. � i > I 1 , f P' I II n') t ( r •'� SEE (�IVI(, SITE PLAN SNEE:T GI I Y-OV-,ITE t7c.,NOLITION � ITt REMOVE All I% ��fIEAfHING P•ST�D FRAJ'!ING �11i _ _ ._ ......, ." _ ....... _ ./ \ r3THl9 ��DE ca CAA1C11 - i \\\ oVEPH'Ar1G. I � REHOV6 EXIST1h{L II -SAUCUT EX15rING EWICY SUPF'oRrS. \ AaCIOATIL 1,LIDIH(.Dc0I1S ! F ^ la+(a`"( PKFJ'ARE GOR NE4lU-'rtTRPL ,,w If \ AND IMa 011 AME II JOINY. \ CT PJ OVE TO OWNED) HvcC Ujl` REMo`iE-evICK ATIp 5Ek MFLH� EXTERIOR 5!{EAJ-HING'TN_I7i I � II � I I P?I�Y1011 OF WALLrEft SIGN `r[-: NEW U ATION I 12 6" HE1AL 5TUt10 5/9GY78D, �ON UHT A3.1'ANf1 ELECTKICAL 'I A41 i 9 ALL RFfE55Ep ITE ; SHALL STG Ii G f I / WAITIN rya ,f �,. : ,I :.f_E NOTE >fi �o , � ( TEL i II`f 1OUAF:{ TEL � I EXIT hlvN ' I TEL 9 4, + 6 R I t r t ( I I r P T F L - Y E» A H 0 ENIkRGE ICY k II I E- N ITtT I A N I A ED ' 1R U GUF � UCTIUN t} o GN Cc+J<'Pz -,-� PO cases J; m. •,'4f' '?y TRIAGE i EXIT $IGFI INSTALL 30 r k;EN!VEAP PAPEK_"LA6EL [ j -row ELpyTGEKANIG ' J , u;. cLoSER.If-J FILE W I15GPr -. } ,.�••'� y7ALL PRU� - RR IrE al d �iEE CIVIL S21M I`Wl bLIEE:? � LI Fo1e aI ff- VE 4-T - REMOVE METAL CANOW { NOTES: DEMOLITION I. THESE DRAWINGS HAVE BEEN DEVELOPED FROM EXISTING DRAWINGS WHICH 6(t' MAY NOT REFLECT ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL , , VERIFY THESE URAWINQSWITH EXISTING FIELD CONDITIONS AND NOTIFY THE ARCHITECT IMMEDIATELY OF INCONSISTENCIES BETWEEN THESE DRAWINGS AND ACTUAL CONDITIONS BEFORE PROCEEDING WITH CONSTRUCTION. 2. THE CONTRACTOR SHALL ALSO NOTIFY THE ARCHITECT IMMEDIATELY IF ANYj` -_ r j WORK INDICATED IN THE CONTRACT DOCUMENTS CANNOT BE PERFORMED DUE v---.... "---w TO EXISTING FIELD CONDITIONS. ,� tErlrof;al�r i 3. IF ANY EXISTING FIREPROOFING OR FIRE ASSEMBLIES WHICH ARE INDICATED`" - '--.. EXIT `JI61N --+-® TO REMAIN ARE DAMAGED DURING DEMOLITION, THEY SHALL BE REPAIRED TO CONFORM TO ORIGINAL FIRE PROTECTION REQUIREMENTS. SEE ORIGINAL • CONTRACT DOCUMENTS DATED MARCH 30, 1981. 4. REMOVE EXISTING CONSTRUCTION AS INDICATED. TYPICAL WALL REMOVAL INCLUDES FINISHES AND MECHANICAL, PLUMBING AND ELECTRICAL SYSTEMS CONTAINED THEREIN. REMOVE DOORS, CASEWORK, WINDOWS, FRAMES, AND OTHER FIXTURES AS REQUIRED. AFTER REMOVAL OF PIPE CHASES, PATCH HOLES IN EXISTING CONSTRUCTION TO REMAIN TO MEET ORIGINAL FIRE PROTECTION AND STRUCTURAL REQUIREMENTS. PATCH ADJOINING CONSTRUCTION; AND PREPARE SURFACES TO RECEIVE NEW FINISH PER RF.LOCNE EXIST6 I AUTOMATIC SLIVING VOCRS TO EP.AMf30,A,yg6 E.NTF:Y. SEE SFfc_!:t AL I AT C.11, REMov� SHEATH NG ONLY , .. .. .. .......... . .. I SE6 CIVIL DRA./IN(,4 KoK DEF10LIFICN RELLJIVet) EoF },--RENOVE 1LKPFAVEU AT'.5A ;✓I>�ILITIES THIS II CEMENT PLA510?, I SOFFIT: I ! +-GONSTl2UG lON BARKIEV_ .,I OwT51D6 CONrIwE5 or- - 8L11LVING 11.. I" P \�-'hRorrGr PLA(171N6 IN -iHI5 \ LN'CEA Ulj1 Wfi Cf3Zf1lLKrIGN - �1 ✓ - I:�' KELOCAI'E EXI6T. ,�E..A AUTOMATIC. I I eL1171NG 00075 TO WALK IN ( ` T �'*' Il �: ENTIz'f• �E SHEET' A2.1. �. rlu-e BEHOVE P CE ICK).SN� N Cr A P,R I 'IMP AJZi:ACFWALLIh`.AVIFJG AVJPCELft' N is u a n l I WHIN M F ING it - L T: iUP- Otom. L1, h". fC,fkVAL MI IVA JiFrr Nf:PATOk I J l f I ! ryu •�, i_.I rr„« r r,a n r,,,a d;asea-aa-a Ds _.raEos{+erJTAr� Nli T 1 i r V \( �a Flr2f 1'i.1 MI' , ER REGISTRATION ' ro ✓,;. •::, p,1 t„.;. 1 130 1. i * ... -.. ,•.. !!! - , �130ARf7 fi.. r ry .,(, r`J�i<t{(`.K;E. p.,. a,,.t e-:zart�unr•n-a m��„ I� .. ljR, I .> . :.., j ppp ...ii� `J TA 3 \; LOC E�5 � ",... �G ! \� !xr,! , PEDS EXAM p 11{�T211Ly0N (. - � � f � � � I � » 8�` � •• �3 . !��-sin �.a: c:.� a max z•;:ys: J ON DOOR i � /7\_�.�..,.___; pEMOLI�FI EXIS(INGfANSrRUC110lIASIuPRt)IF;EU L...._� i..,.�. - J ; . �� f FOTL I YALLATION OF NEW'0" LAGEL YEYIPOBAKY „A'-E ODOR FRAME• NO1E'TrIE CONTRACTOR cJ4ALL TEE ,„ GIIAKV RET10VEp rTEt� AS LOCVVK, E FSULLVIN FFrf..V, •� FSUOFICE KENOVA(ION m..15 C 4 LE-fE. THIS 1700tZ SHALL pKWIpE „ », TEMGotARY ACCESS TD OOGTOKt AUNGE DIRIN, / ✓ j C1UfJ5rrLLICTION. THr- CONYRACTGR SHALL RECCN6TRU0 'I / r( A N I NG CT IO 1 PL`f TO M T, EXST CON5T2LJ N D GOM - WITH PEGUIREW'LrlS OF C116 Noun eMaK� . F'ARTITIDN AFTER r�1rJPLETION C!' k_FNOVA"1 ION. 1 •r .. _. a. _ _. ... TR` ' MA L ;C A N1 r-. ;XA(N ". A°+d:.., .,.Sµ,:, ^",' ..F,, ,;Nx -.. r4 r.M :w, � 'm^ :-.....::.,an?xar-m-z. ,..a-e ................... ... .. e?m' ......___ -LL.r3 ST.:. LOCA I6 WON LI6 RJ WgLL fo DEVIEp ;RF? TE.HPORARILY TO SEPARATE OCCUPIED �• -. AW6 of 'THE DJILDIFIG FROM Af EA5 LI, of RENOVATION AND T, cuhtSTRICTION- ••r. j F71F -.� ppi., �i" ", I � f ; I 611 INTERIORS' FINISHES PLANS. WHERE NEW FINISHES ARE CALLED FOR ON EXISTING SURFACES, REMOVE THE EXISTING FINISH AND PREPARE SURFACE TO RECEIVE THE NEW FINISH. S. SEE CIVIL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR r - - - } + - r----• DEMOLITION OF UTILITIES. x 6. FOR EXTENT AND LOCATION OF CHANNELING OF EXISTING FLOOR SLABS REFER TO MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS. IF EXISTING PIPING OR CONDUIT WORK (OTHER THAN THE DESIRED CONNECTION) IS -- 1 --- ' ENCOUNTERED WHILE CHANNELING, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT BEFORE CONTINUING. \ .� 7. THE CONTRACTOR SHALL VERIFY THAT CONSTRUCTION OF EXISTING WALLS ---- MEETS THE FIRE PROTECTION RATINGS DESIGNATED ON THESE DRAWINGS. HE h"•-g " ? __.. ) " SHALL ALSO MAKE ANY REPAIRS OR MODIFICATIONS NECESSARY TO BRING j_.--,5 EXISTING WALLS, DUURS, DUCTS, ETC, UP TO THE PROPER FIRE PROTECTION RATING. DOORS AND/OH FRAMES NOT MEETING RATING REQUIREMENTS OR BEARING PROPER LABELS SHALL BE REPLACED. 8. THE CONTRACTOR SHALL VERIFY THAT EXIT EGRESS IS MAINTAINED FOR ALL "' OCCUPIED AREAS OF THE BUILDING THROUGHOUT CONSTRUCTION IN ACCORDANCE WITH 'THE CONTRACT DOCUMENTS AND AS REQUIRED DY n5 FLORIDA H.R.S. AND OTHER GOVERNING AUTHORITIES. THE CONTRACTOR SHALL PROVIDE TEMPORARY EXIT SIGNAGE PER FLORIDA H.R.S.',� REQUIREMENTS. 7� 9. DEMOLITION WORK SHALL BE EXECUTED IN CONFORMANCE WITH ALL CODES t Iq „/: AND ORDINANCES AS SET FORTH BY ALL GOVERNING AUTHORITIES. �' E.-.,::. dk 10. THE CONTRACTOR SHALL BRACE ALL EXISTING STRUCTURES OR STRUCTURAL (y 6t y(7 i ELEMENTS AS NECESSARY DURING DEMOLITION. ; •E f -+ ` d 11. THE CONTRACTOR SHALL NOT CUT STRUCTURAL WORK IN A MANNER RESULTING IN A REDUCTION OF LOAD CARRYING CAPACITY OR LOAD/DEFLECTION RATIO. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ALL STRUCTURAL CUTS PRIOR TO EXECUTION SO THAT APPROVAL CAN BE WAI TINGI OBTAINED FROM THE ARCHITECT/STRUCTURAL ENGINEER. :I -- -- SEE NOTE 16 -"-- 12. THE EXISTING BUILDING ENVELOPE SHALL BE MAINTAINED IN A WATER TIGHT CONDITION AT ALL TIMES. - .... 13. WHERE EXISTING CONSTRUCTION IS FOUND TO CONTAIN ASBESTOS, NOTIFY "€ ',---- ---: • ---... Ij THE ARCHITECT PRIOR TO REMOVAL. REMOVAL, DISPOSAL AND REPLACEMENT OF THE ASBESTOS MATERIAL SHALL BE IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS. 14. THE CONTRACTOR SHALL REPLACE OR REPAIR ANY EXISTING TO REMAIN FINISHES WHICH ARE DAMAGED DURING DEMOLITION (LE. -CEILING GRID, CEILING TILE, WALL COVERING, FLOOR COVERINGS, ETC.). 15. MATERIALS INDICATED TO BE REMOVED SHALL BE DISPOSED OF AND/OR TURNED OVER TO THE HOSPITAL AS DIRECTED BY THE OWNER, UNLESS OTHERWISE NOTED ON THE PLANS. 16. REMOVE EXISTING FINISHES AND PREPARE SURFACES TO RECEIVE NEW FINISHES IN SPACES TO RECEIVE NEW FINISHES. COORDINATE WITH SHEET D2.1. 17. REFER To 'GENERAL HONES" ON THE INDEX SHEET FOR ADDITIONAL REQUIREMENTS. 18. REFER TO SHEET A0.1 FOR ADDITIONAL EXIT INFORMATION. DEMOLITION PARTIAL FIRST 'FFLOOR PLAN SEE SHEET A2.1 FOR LIMITS OF CONSTRUCTION LECEND ....... ........... .. ..._._..... ..__... .... _ .. .... .---- .. ..._...._. __.-._... - __. ...... ......, ,. _,,.._..- =yi DEMOLITION I EXIST41IG VO i1lnMAV TEMPORARY (NE -HOUR SEPARATION DURING CONSTRUCTION nPJP,. +('r.l- `:.wt `x'•HTtT?C?ra � .�a�«�<,.,.� ,:r:(7 t�iR '~*.ArE-'ia;�':Tlpi•t a�.�,�.�a.�a,", T �'' P .UFa r-tlrt -"ti; `. »4A'i. P,'. 7TIT'.�'•hl aaa�� NOT- RATP<.M(,KC T16HT t•,T;RIU e. S,.P.'I TiCIPd INOA r" FY P1_AN L ! cc U� Z� Z c: _11� e F Ln T ul LD AL 4ys CJ N � g O iw Z a N ca a CL0 �. Zzoo Q Z O�< Q z b O 1jIII LLJ vai , fir' �•,� s : ° o s a 0 a z O w O z PARTIAL FIRST FLOOR PLAN DEMOLITION AM 1.1 FILE 15201 DATE 4-23-92 a b A4.1' 4, XAM LIGHT r-✓ -S# I ' TENPOrtkrZY CANOPY FOR. SE6 CIVIL LWAWIHC F0� �E3ULANCE f7[2DV Pill111AM-OFF NOTES ON TMFb�AFCY ILam_--_,_ _-�- --- ------------- I I -1 1 I I A31 � 51M2i6 SEE eIVILUKAFNG " `� ----- - - - - HOtZ 517EWALKy 9 - - , !� I I \ ', I 7E=M:nRAKr �AuurY -To OE�7 DRIVES AT Exionl,G EK. CAT10P'f, PKOvIDE I HOUSE E,R,PEGISTPsLllow _. .... I U SERF! F'IKEPK00>'ING ON EXISTING ` I t,HpITING Af` SUK'POP"i` I I _EXAM E AM _EXAM E AM_ AREA I UNPKOTEC(Ep r3AC'- JOISTS PEK ' I I SPACE AS UIR.ELTI D j" 330 F 1-�3;1 i332 0333 DISCHARGE 3 U.L. UESICnN p921 2 TIOUR. I L COMPUTER / I gY YNE HO7P1"TAL. '' L is 477302 E _� ENTRY \ A3.1 f11-2 r�A4.1 WALK IN 1-0334-� ----"'-------------A321 25 3�1825A A A - L ----UBICLE CURTONTRACK `� V A4.1PA��AGE 5EE OETAIL IS A8.2 '/�` B 7LIMITS OF I-0328 I2 7Y'ICAL (4) TIONS 1 gISTRETCHERM.I - °%na T.- � ? \" TOP OFINV�vo L / Aq.a III ALCOVE 6 i jj I .. _...__. -- - .,, .. _� `, `�. �............� o.. _ ---�. � I� , A �� .>- voT� � _ .. R. .� - - If F£GIST. ^ TRIAGE - ___._.__. 1 NEW3PAF'f•RS '- i-• E ` ., -E ITRYLA 1 `I .. A4.1 _ RECEPT 4O 1-0326 _ PRI-NITER, _ _ _ ••- _ - E NCE -'' _.. P.YrP ON --- ---._-- - -� - - HC A H CA- HIER0 0328- 3 ti o VDT(HBOS) ER WAIT 3 1 j �tE �, I� N<..: ". ' f.' PRINTER o , 0316 . L fCASE� T V 1 v N 9 ILTI S _ .-----�1 �•�.... st^;,..;s_., i.r::,. _... � C4tK).�.' .s._,� ePp o TVCINBUILT-IN VDT(HBOSh I - CASEWORK) tl I tt _see 1/A42 o ENVOY �B o A {� LIMITS OFj ft s. t� ry,ry MEDIFAX A .� HC PAY 24327300NE LNART)1 `, J CONSTRUCTION -rt I i F Ei t WHCHAIR rt - - - - ;�- _ ..-...... ._ .. .... ._ 1 t.,... r. y -... T I x ...ii -i..._ i...-. " "'#- •j OUTPATIENT ,aI.:,'N/ 103018E O a„pO �.. E l r ,nw.....1-._..._.-..�'.. ' e ._.-_ _ r 8 E I I �_, r�. f`,�CT.. r. c, C .: t yC. Vdi r U-----.r f t 'z i `'� WAITING f t.--.,� ] aeo©o© PRINTER r ' CS F I �` qqq Y 'rjQ VENDING -. 4.2 -" TYP-E f;`� 1-031. � t.. L1.0322 VDT L_J '3 r LA ar3FaY ri o <�� <� n PRI T R ','., 4306t2 �I# - VDT 'IJEW E.R. OFF A 4 REGISTRATION .R14K ' (.__ A DET. 11/A8.2 I 5 SUPV VDT ! SHELF-5EE YF ri .. .. VDT A42 ! 0312 ""--" EMER 1-0323 F0319 1-0321 6.._a« PASS I REGIST EMDOSSER ' -- �' -JAN PASSAGE - � OFF L PRINTER �C � 1-0313 P0311 .._. _?p( .._7 l 0320 .�� a..�...dr477302 EXAM.� DR DICT �..•_�FAE r033 5NUR STA0308 1.0309 1-0307 1-0310 VDT/ �OE E • t 1 I �-PRINTER 1 i,. C, t'dF irit -. -TIT D UIER _.._ 1 , ADM1rTING PRINTER CO MEDIFAX ENVOY RELOCATE -ISY E R. SGHEOULING � HARKE,t2 BOARD FROH EXIST ER FJ...,, ., .-„ _ , - - NOTES: NEW CONSTRUCTION 1. WHERE INDICATED ON THE FLOOR PLAN BY REFERENCE TO THIS NOTE, FURR OUT RATED WALL, SMOKE WALL OR SHAFT WALL WITH 5/8' TYPE "X' GYPSUM BOARD ON 3-5/8' METAL STUDS AT 16' O.C. MAXIMUM UP TO 4" ABOVE THE CEILING IN ORDER TO PROVIDE FOR RECESSED ITEMS IN THE WALL WITHOUT INTERFERING WITH THE INTEGRITY OF THE RATED WALL, SMOKE WALL, OR SHAFT WALL. ,7iww 2. WHERE INDICATED ON THE FLOOR PLAN BY REFERENCE TO THIS NOTE, FUHH OUT HATED WALL, SMOKE WALL OR SHAFT WALL WITH 6' TYPE "X' GYPSUM BOARD ON METAL STUDS OF ADEQUATE DEPTH AS REQUIRED FOR DEPTH OF RECESSED ITEMS AT 16" O.C. MAXIMUM, UP TO 4' ABOVE THE CEILING IN ORDER TO PROVIDE FOR RECESSED ITEMS IN THE WALL WITHOUT - INTERFERING WITH THE INTEGRITY OF THE RATED WALL, SMOKE WALL, OR SHAFTWALL. 3. ITEMS WITH A SURFACE AREA GREATER THAN 16 SQUARE INCHES SHALL NOT BE RECESSED IN A RATED AND/OR SMOKE WALL. SEE DETAIL 1 o/A8.1,'RECESSEO METAL WALL CABINETS', FOR DETAILS ON HOW TO PROVIDE FOR THESE RECESSED ITEMS IN A RATED AND/OR SMOKE WALL. 4. SEE SHEET A2.2 FUR DIMENSIONS, FOR LOCATION OF SOUND ATTENUATION BATTS AND FOR ADDITIONAL NOTES WHICH APPLY TU THIS FLUOR PLAN. 5. ITEMS DENOTED ON THIS SHEET WITH A DASHED LINE IN BLUE ARE BEING FURNISHED BY THE OWNER. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER ON DELIVERY AND INSTALLATION. 6. SEE PASS/VIEWWINDOW SCHEDULE INTHE PROJECT MANUAL FOR SIZE AND TYPE OF INTERIO WHICH ARE 1 NOTE MAINTAIN PROPEL CONTINUITY OF PKIM11 WAWL ,SEE DETAILS oN I k 1. 0304 .......... !11 1/ t..BB I "__ I IRAI-1 RWINDOWS DENOTEDWITH , A NUMBER IN A HEXAGON. 7. SEE 1/A8.2 FOR TYPICAL DETAIL OF SHELF TO BE INSTALLED gS - ABOVE THE SINK IN JANITOR'S CLOSET. gg - __ 8. SEE SHEET D2.1 FOR INTERIOH FINISHES AND LOCATIONS OF p� CORNER GUARDS. 8. SEE REFLECTED CEILING PLAN ON SHEET A6.1 FOR LOCATIONS OF CEILING FURH DOWNS AS SHOWN IN DETAIL 12/A8.2 10. SEE THE INDEX SHEET FOR ADDITIONAL NOTES WHICH ALSO APPLY TO THIS FLOOR PLAN. It. REFER TO SHEETS ASA THRU A8.2 FOR TYPICAL DETAILS WHICH - MAY APPLY TO THIS FLOOR PLAN BUT MAY NOT BE SPECIFICALLY KEYED IN ON THIS PLAN OR TO A SPECIFIC SECTION OR DETAIL. 12. WHERE DEMOLITION OF CERTAIN ITEMS LEAVES PENETRATIONS 7 IN EXISTING -TO -REMAIN CONSTRUCTION, PATCH SUCH %1 PENETRATIONS AS REQUIRED TO MEET ORIGINAL FIRE PROTECTION AND STRUCTURAL REQUIREMENTS. LIMITS OF ..... ..... CONSTRUCTION E S • iY ,d, ri,.r,< -y G{ Ar', I ..esaxte�. ".aazgasa OF or,F RUCTION 1-0303 r ` 117, rf..�.: ....l:u:r✓:za. °,._• c....�.a..w-r"�,» �^»( �';z.., r xt • a::..:�.✓a.sssxa##:x:a.a x a a es.;ascrs^� z:sra:taa�,zsa.. s �„g.,,. As,.F:casse:�.se.� ,,,s..;.s- E I NEW CONSTRUCTION PAR,rIAL. FIRST FL001 PLAN 0 51 ;0` 15' LEGEND F,JFZ K-(6 LAOEL I aHE 5EE NOTE Alai. ILL r i_.[ NOTE: YHE HOSPITAL WILL U5E, THE EXKTING"YREArMEi-11' AKEA FOR TEHPOKAKY NUKE STATION CLEAN UTILITY $TRIAGE OUKIHG cOW"f9UCTIOH. NEW CONSTRUCTION OWNER FI1FiNSFED EQUIPMENT - EXI S`114G TO RF.1d fl ____... INTERIOR VIEW -WINDOW DESIGNATION 1, NEW NON -RATED SMOKE TIGHT CORRIDOR PARTITION r000000000 `sT,+t;S ONE HOUR RATED PARTITION ............... ` .1,90P A�tE-T> wAstun,.�ry >••••-•->_••• ONE HOUR RATED HAZARDOUS PARTITION 'c;uP :1+,�/� "•'u:5 .�ta`!Tti�ry «,.•:.:•.^-�•n<-< ONE HOUR SMOKE PARTITION +��+�+r• �w *tt)„!;` i7 <4: `:rlErrir,:,,l �aau^.^�,, .�;>W 1rAs{-: ; �.r,'Pa�: G rr :,J42Frt",S`ri 4•A L7., nC, D: .. .>vcuocx THE C011VAMP, --,HALL YRDVIDc'I�ITPOK%F:f FACILITIES TU HOUSE 15MFG;hGY K6Gl,fKAf WAIT11G ANp 0-rHEK SLIPpOIZr SPACG; AS pIKEGfED FY THE bWIIEK. CON5IRUC;fION CF-TEHI'ORARY FACILITIES SHALL CONPL-' WITH 5TATE AMP LOCAL F3UILDING A1117 5NALL 135 MATGKIAL [N,F.PA. TYPE 11 (000)] THE COITTKA( OR 51-1ALL 1JOKK DIREC(LY WITH TIIE OWNER 70 DE?ERMINE E,'/AGT LAYOUT MIP LOCATION, (SEE: NOTES ON CI.0 HOTTT.,I a. Y r)� LI_ cc L Q)z a (I) w � V _-5 z a � Cll O ®Q c� s 0 E m Ln I L 1 u1 qq`` N F- < O �Ez n�� ZOO 7 LL O � � Z 0 a Q a WW O Win LLI Q c yN 1r w 0 d 0 'w L 0 L PARTIAL FIRST FLOOR PLAN NEW CONSTRUCTION A2. 1 FILE 15201 DATE 4-23-92 MAY APPLY TO THIS FLOOR PLAN BUT MAY NOT BE SPECIFICALLY KEYED IN ON THIS PLAN OR TO A SPECIFIC SECTION OR DETAIL. 12. WHERE DEMOLITION OF CERTAIN ITEMS LEAVES PENETRATIONS 7 IN EXISTING -TO -REMAIN CONSTRUCTION, PATCH SUCH %1 PENETRATIONS AS REQUIRED TO MEET ORIGINAL FIRE PROTECTION AND STRUCTURAL REQUIREMENTS. LIMITS OF ..... ..... CONSTRUCTION E S • iY ,d, ri,.r,< -y G{ Ar', I ..esaxte�. ".aazgasa OF or,F RUCTION 1-0303 r ` 117, rf..�.: ....l:u:r✓:za. °,._• c....�.a..w-r"�,» �^»( �';z.., r xt • a::..:�.✓a.sssxa##:x:a.a x a a es.;ascrs^� z:sra:taa�,zsa.. s �„g.,,. As,.F:casse:�.se.� ,,,s..;.s- E I NEW CONSTRUCTION PAR,rIAL. FIRST FL001 PLAN 0 51 ;0` 15' LEGEND F,JFZ K-(6 LAOEL I aHE 5EE NOTE Alai. ILL r i_.[ NOTE: YHE HOSPITAL WILL U5E, THE EXKTING"YREArMEi-11' AKEA FOR TEHPOKAKY NUKE STATION CLEAN UTILITY $TRIAGE OUKIHG cOW"f9UCTIOH. NEW CONSTRUCTION OWNER FI1FiNSFED EQUIPMENT - EXI S`114G TO RF.1d fl ____... INTERIOR VIEW -WINDOW DESIGNATION 1, NEW NON -RATED SMOKE TIGHT CORRIDOR PARTITION r000000000 `sT,+t;S ONE HOUR RATED PARTITION ............... ` .1,90P A�tE-T> wAstun,.�ry >••••-•->_••• ONE HOUR RATED HAZARDOUS PARTITION 'c;uP :1+,�/� "•'u:5 .�ta`!Tti�ry «,.•:.:•.^-�•n<-< ONE HOUR SMOKE PARTITION +��+�+r• �w *tt)„!;` i7 <4: `:rlErrir,:,,l �aau^.^�,, .�;>W 1rAs{-: ; �.r,'Pa�: G rr :,J42Frt",S`ri 4•A L7., nC, D: .. .>vcuocx THE C011VAMP, --,HALL YRDVIDc'I�ITPOK%F:f FACILITIES TU HOUSE 15MFG;hGY K6Gl,fKAf WAIT11G ANp 0-rHEK SLIPpOIZr SPACG; AS pIKEGfED FY THE bWIIEK. CON5IRUC;fION CF-TEHI'ORARY FACILITIES SHALL CONPL-' WITH 5TATE AMP LOCAL F3UILDING A1117 5NALL 135 MATGKIAL [N,F.PA. TYPE 11 (000)] THE COITTKA( OR 51-1ALL 1JOKK DIREC(LY WITH TIIE OWNER 70 DE?ERMINE E,'/AGT LAYOUT MIP LOCATION, (SEE: NOTES ON CI.0 HOTTT.,I a. Y r)� LI_ cc L Q)z a (I) w � V _-5 z a � Cll O ®Q c� s 0 E m Ln I L 1 u1 qq`` N F- < O �Ez n�� ZOO 7 LL O � � Z 0 a Q a WW O Win LLI Q c yN 1r w 0 d 0 'w L 0 L PARTIAL FIRST FLOOR PLAN NEW CONSTRUCTION A2. 1 FILE 15201 DATE 4-23-92 :v m too too voK F.1p /3g 1ay OfN /35 pis GIN !La r48 "Ck , w IQ Aa. l >i -- nY' - A j��r}}}��iYvvv T 7L 011 FIE TFI1wiTf-.5 or T�1 15 Ex* I -1 S/4" 2A1HEz iNA, THE '-1 1/0" BECAUSE OF AN BYWA 5/g'7Y7E"X" WA'(1<K �ESI6TAN'T i6ARLs'iENIND_YHE�.<FXT'Q, � c - _ ' '. 1 -rHF IIJTE4zrr,( O TT rL RATED `410KE GARTITIOI '', I FACE Cr CAHOrY. GEE __ .._ :LL q I eETAIL qFs/Aa.l. � I I/4'rAA r7 1 O. E' r.0•F j I'_13�4 r0� DIME1,15100 OF r & RISTING ¢.ELOCATEl7 I y - ! �� 10" A T0t1A-TIG SI IDING CllI�l; /(D, DOW-6( S1-E 1513/A41) 24f-T01 o A4.1 i $.: F.O. A4.I; 1 g r , 12 — _ 1 1 t a •I F.,. ,, ;= r. ' „-I'-I%d t'O.F �+•0 FIELD VERRE OIHEN510N5 OF ._.,.._..,..�...._.....-.,........: 1.._... -:. ; � \ t - ;.: � 1'' EI EXISYIh1G RELOCAYED Al11011AiIG 'n SLIDING GlAS� DOORS (SEE DE7.10,A4.1) a 11N C II ml: yt.ro.l� NOT Ih..v I' / ( 4 4, Yoe i Fj O.F. L _T _— aa.z o m Torf �\Vi I � (q '� 9-ri;.:-F; r,. is -f1" TIOTEG � t � , -_ t •� NOTES: DIMENSIONS 1. WHERE INDICATED ON THE FL OOR PLAN BY REFERENCE 70 THIS NOTE, FURR OUT RATED WALL, SMOKE WALL OR SHAFT WALL WITH 5/8- TYPE X GYPSUM BOARD ON 3 5/8' METAL STUDS AT 18' O.C. MAXIMUM UP TO 4' ABOVE THE CEILING IN ORDER TO PROVIDE FOR RECESSED ITEMS IN THE WALL WITHOUT INTERFERING WITH THE INTEGRITY OF THE RATED WALL, SMOKE WALL OR SHAFr WALL. 2. WHERE INDICATED ON THE FLOOR PLAN BY REFERENCE TO THIS NOTE, FURR OUT RATED WALL WITH 5/8' TYPE X GYPSUM BOARD ON METAL STUDS (OF ADEQUATE DEPTH AS REQUIRED FOR DEPTH OF RECESSED ITEMS) AT 10' O.C. MAXIMUM, UP TO 4- MINIMUM ABOVE THE CEILING, IN ORDER TO PROVIDE FOR RECESSED ITEMS IN THE WALL WITHOUT INTERFERING WITH THE INTEGRITY OF THE RATED WALL, SMOKE WALL ON SHAFT WALL. 3. HEMS WITH A SURFACE AREA GREATER THAN 18 SQUARE INCHES SHALL NOT BE RECESSED IN A RATED AND/OR SMOKE WALL. SEE DETAIL I0/A8. 1,'RECESSED ME rAL WALL CABINETS', FOR DETAILS ON HOW TO PROVIDE FOR RECESSED ITEMS IN A RATED AND/OR SMOKE WALL. 4. DIMENSIONS SHOWN ON THE FLOOR PLANS FOR NEW CONSTRUCTION ARE TO CENTERLINE OF COLUMNS, TO CENTERLINE OF INTERIOR STUD WALLS, TO FACE OF MASONRY WALLS, AND TO FACE OF EXTERIOR BRI CK UNLESS OTHERWISE INDICATED . DIMENSIONS IN HENOVArED AREAS ARE FROM FINISH FACE OF EXISTING WALLS AND TO CENTERLINE OF NEW STUD WALLS, UNLESS OTHERWISE INDICATED. MINIMUM 'FACE OF FINISH' DIMENSION ARE INDICATED AS'F.O.F.'. .,. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, THE CONTHACTQR SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE ARCHITECT BEFORE CONTINUING WITH CONSTRUCTION. 8. WHERE NEW GYPSUM BOARD PARTITIONS ARE A CONTINUATION OF AN EXISTING PARTITION OR COLUMN ENCASEMENT, THE FACE OF THE NEW GYPSUM BOARD SHALL BE ALIGNED WITH THE FACE OF THE EXISTING SURFACE. STUDS SHALL BE OFFSET AND ADDITIONAL LAYERS OF GYPSUM BOARD SHALL BE PROVIDED AS REQUIRED TO PROVIDE FACE ALIGNMENT OF GYPSUM BOARD. 7. FOR FURTHER DIMENSIONING, SEE LARGE SCALE PLANS, SECTIONS, ELEVATIONS, AND DETAILS. U. SEE SHEET A2.1 FOR RATED WALL DESIGNATIONS; DOOR DESIGNATIONS; PASS/VIEW WINDOW DESIGNATIONS; ADDITIONAL DETAIL, SECTION AND ELEVATION MARKERS; AND ADDITIONAL NOTES WHICH APPLY TO THIS FLOOR PLAN ALSO. 7. SEE SHEET D2.1 FOR FINISHES AND LOCATIONS OF CORNER GUARDS. 10. ALL PATIEN'r CORRIDORS AND PASSAGEWAYS SHALL BE 8'.0' MINIMUM CLEAR WIDTH. 11. THE DIMENSION FROM THE CENTERLINE OF THE COLUMN TO THE OUTSIDE FACE OF THE EXTERIOR WALL SHALL BE 1'-2' UNLESS OTHERWISE NOTED. 12. WHERE INDICATED ON THE FLOOR PLAN BY REFERENCE TO THIS NOTE, PROVIDE 8'-I' MINIMUM CLEARANCE BETWEEN THE FACE OF TTiE COUNTERTOP OVERHANG AND THE FACE OF THE OPPOSITE WALL. 13. INTERIOR METAL STUDS SHALL BE 3 5/8' UNLESS OTHERWISE DIMENSIONED, DETAILED OR NOTED. 14. SEE ADDITIONAL NOTES ON THE INDEX SHEET WHICH ALSO APPLY TO THIS DIMENSIONED FLOOR PLAN. i '1 — I NOTES al F , I r 3 . r . � Fx T i liii ' ; a3 rs�� I:. � NI v (�'' ...... .. .... r `04, 1 NEW CONSTRUCTION PARTIAL FIRST FLOOR PLAN O 6, 10' 15' NEW CONSTRUCl10N ED F(111FIVXAT E X6 hi TO REMA04 _.._ ,.. SGUtl) AMNUAr4DN BAT FS rr. I'A 112 sl ,p'f'>�i) . 4.z(. �3ti�"A•_ f {td(ri�c.r�;_r U) Ix L N m � o W w U Z) z O • (L O U) ® U Ln In e N N N 0 ' ..w >1 O a �p Ez<� F- 0 c Z � W ZOO z Llr O �—i O ~' < < o F- Q LL Lu W ui C) c O a L U a 0 w z z PARTIAL FIRST FLOOR DIMENSION PLAN A2.2 FILE 15201 DAre 4-23-92 /0,2 IoO3LK K /L6 f2( GPI H ROOF DRAIN DOME (SEE PLUMBING) COMBINED FLASHING CLAMP AND GRAVEL STOP BY ROOF DRAIN MFG NOT D ROOF DESIGN FEW RUN MEMBRANE ROOF OVER TOP LI.L. Pg21 2 "OUR OF ADJUSTABLE SLEEVE AND SET IN FULL BED OF MASTIC -• DRAIN (SUMP) RECEIVER BY ROOF �r '� f ) C� J DRAN MFG. 51NGLE-PLY MEMBRANE ROOF PAVER BLOCK BALLAST �..• A4.1 ��• / \ PRE'h5T COiCYETE SLUPE TO DRAIN \.— — I 2 I I - -I Aq.l - � G #, —PROTECTIVE �^ tlkV6V VLcXX. UALLAsr SLEEVE ONADJUSTAE :: ; : :: • • BLOCK} TIIILKNE-55 SEE M�HING UHIT \ \ F YKHEMSrZArE511GLE• MAT UNDER A • L PAVER ia! MIN1rlu N CsE I)FTAIL 213/A4,1 _ — NE1aooF --�"�� i cANoP(t ER. t OR EDGE COPDITION.) / Mal 2(51M) o / 9 A4.1 1 RrX�-- d l - {% 4. / .. R ° ) EXNhL157 FAN � _ 2n 0•I J_ _-n7l(.P1� � %,, SEE. NEC". •,....E..% i NVAC UHf1 SEE MECN. / MTL DECK (REFER TO STRUCT DRWGS( - - _ — / _. •3"X3"X1/4" STEEL SUPPORT ANGLE ,,_., --_--- - ��-�'- --- -- --- \ AT EACH SIDE OF DRAIN (REFER � Pi:Pl10E CARCKErEE \ y TO STRUCT DRWGS)PAVEY,S,- \ / A0..t rnN, 9`-a'c� �gID�J UNDERDECK CLAMP BY ROOF -� /\�\\\/� (1F I-IVAL , UH1N 1 f— / DRAIN MFG PKOV117E (O(JFII MA1{UFAG"(UiEcS AF'F' VECJ`.'fIC•IF INSULATE UNDERSIDE OF ROOF / n \ SrAHVARG)rEX15uNG 8U KOUFIHG ld NEW DRAIN 'TO UNDERSIDE OF ROOF DECK / T \ 5u 1GLE•PL'( 19UIUANE) ft.W.L.'fU SYSTEM (REFER EXIeJ LNG GRAVEL. DETAIL ROOF DRAIN f0 PLUMBING DRWGS) _ q ___ _- i H" L A- k f kJl �r NEW WALLWAY r�oArt CHEXISTINfr• 3.U. 'A 4. kbofU W/ O" SFALE 1 BETWWI EACH IG,c VV P2lJ/IgK r31TuMIN0U5 tv;4LKl✓C. PUA GHS APP2- _ 3=0" 16 N6, CO . koorL ' W/F�lI,TING'--�. U. tZ00� � j ' +-- a.U� 200E EXY JbINY I 'v -� CA. C. brZICK - MATCH GAf`1oPY CXISTING� CE {oNl� i� ALUMINUr+1 OK,-,Vr.L I 9foP-MATCH EXI,STINCVI Toil of fT"L, ....- ._- . It......_ 1 +I la - - A4.1 - s 10 19 FIKSY FLOp 4.8L)Z_ 1' - HOLLOW METhL IboR ANW rvAF1E- EAST ELEVATION 0 5' 1D' 15' 4 NEW CONSTRUCTION ROOF PLAN `, E � ! . +—EXISTING 6UIlpIUG BEYoup ! �- JI 1 �i 17 ROOF NOTES: 1. REFER TO MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR LOCATIONS OF PIPING, CURBS, VENTS, DUCTS, FANS AND OTHER ITEMS ON THE ROOF SURFACE. 2. PAINT EXPOSED ROOF MOUNTED EQUIPMENT, PIPING, ETC. IN A COLOR AS SELECTED BY ARCHITECT, EXCEPT THOSE ITEMS WHICH ARE ALUMINUM OR STAINLESS STEEL. 9. THE GENERAL CONTRACTOR SHALL VERIFY THAT THERE IS PROPER COORDINATION BETWEEN THE ROOFING CONTRACTOR AND THE PLUMBING CONTRACTOR 80 THAT ALL ROOF DRAINS ARE SET A"f A "LOW POINT" AND SO THAT ALL AREAS OF ALL ROOFS SLOPE TO A ROOF DRAIN. 4. PROVIDE MINIMUM OF 1/8" PER FOOT SLOPE IN NEW ROOF. B. "ROOF BLOW PRECAST CONCRETE PAVER BALLAST SYSTEM AS REQUIRED FOR 1988 AND 1991 SBC WIND LOAD OF 110 MPH AND TO MEET FACTORY MUTUAL REQUIREMENTS PER OWNER'S INSURANCE REQUIREMENTS SHALL BE PROVIDED FOR ALL NEW BALLASTED SINGLE PLY MEMBRANE ROOF. CONTROL JOINT -EXISTING "ANBULANCEVGN - EY,6TINO CANOPY 2 HIH �KELGCA7E FO(K71Nfr ='PWMINUM� IZEL�CCA7E E.XKTING V-cANoPY COLUMN /'cUTOMATIC \\1-.Fa{+MING9Y5'f�M A''U!!ToMhTIG II-F ENTKANCE L�K5 ErvYK� hIG� I�oKS AH 1 5EE ItWA4.1 I5KICK 61LL dEE Is0/AA.I —EXISTING CAMOPY CONTROL JOINT@ COLUMN. CHAW&( W FLANS. ELEVATION NOTES: SOUTH ELEVATION 1. PAINT EXPOSED ROOF MOUNTED EQUIPMENT, PIPING, ETC. IN A COLOR AS SELECTED BY THE ARCHITECT, EXCEPT THOSE ITEMS WHICH ARE ALUMINUM OR STAINLESS STEEL. 0 5' 10' 15' ' . ' ' I ' 2. THE EXTERIOR WALL FINISH MATERIAL 13 BRICK TO MATCH THE EXISTING. 9. THE COLOR OF THE GRAVEL GUARD SHALL MATCH THE COLOR OF THE EXISTING. 4. PAINT EXTERIOR SURFACES OF HOLLOW METAL DOORS AND FRAMES TO MATCH THE ALUMINUM STOREFRONT AND SLIDING DOORS. i I I EXI6TIN0 3rp FLR, N EXISYING 'LNe FLR. _ � I 9 qz A4•.1 _t' rn Q — FIK-,r FLOOR ELEV. 14--Bd LEGEND NEW CONSTRUCTION EXISTIH,G TO REMA3'1 4- LL Z L I Er o � � W V n (L • cr a m 0 U C� • CC •C L m Ln W 1� e, hN (`J � g O CLO S q�Ez P .! ® cc I�U z®� a_� z u- Ov,1J � Ei Z o dz0� odww Ld U OC a 0 • - Jlr .ter •••., ° �� . .. is W 0 0 0 0 EXTERIOR ELEVATIONS, ROOF PLAN A3.1 FILE 15201 DATE 4-23-92 B. 0. V'LIW_Cp P.F_ICV r S%.10 PPW),47ILt. BELOW WALL E3F 0W - PIGKLI'- h�Ob %1" �Y.j: SNE AT+ I. (�4NG fdvEF' P%A1�LJ�>j' PROVIDE hGYY=1fJG NA4JNFALTIl1ZE>v� S7AupARD AGPRPV�b71t;-IN(EX16T14J6 1,m 3/.4° f71L ��I(Jl�( C '/ i� \\ I'PF'ForyYjF t7 �p1 Id11JllT �It�Lt✓-i�-Y fit= T�EP1I'.tZ�+�� b,u. roortor, ro NNW F-12LY HrH6) (a Irn DG. � MWr r) 3"VEN1T [J Fn i� 5 11 �. II a 1 - \ P Tit BiQIFICR f'�f2 �- OXL�XGat�j-r�• Pr ` �Ip. fJdJLC�f?r->. I, �d L:tb}f IN2UL. 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A' 8' 3" WINDOW MULLION 0 12' 6' - 6PL. LINE or c-ANOFJ A��J GAL r" 11.2 d &I P/!TT INh11F I'-�� I'-2� qd qd lvll2il �ylb'I �/8'1 9I rdIorTYPE'11'IAw.. P✓D. lO� A4:1 <n FJ�t2 Puu L1YP.) �xISTItJG � Fool uILT up _ / Ib OG -G'I >ti. �nJx o '' 14b PJiZ1oY- G N - <� G� I� GO{JG � - �9 2112r WL. <�iJbl� ca a IG OG. N1dX. 3J 1 Flt i pl rJ2 ND.X12 ,V p IU�.Y ��Tf�r1GT. _ TOPor5TErL�IA'-1 nAFF �1^fttJ6r. _ _ \l.�• ,'_- ��'. r >� M1 ..,....�._,�.. _., �,.,,.. •,, .��.� ... PJp'IGV- UL I7r`allN ... � i.. grTf?.C,t?rr-r:P_ TO l f'L1JJ M-GVIEt l DATA DN Ai7J PJf21Glr-'fly --- - -' ° � ; w ' 1 � _ ��I'12dY PIi?E p°�OPIfJ� �r I INerx �Hrr=r) SF,w rlr'EPP00FI1JCr PGr' A a ---' IJl_. F921, 2 NaJn. FFF,. AQj. PII�IGI-' Tleh 0 Iln'OG VE pr d}Jf7 / :?� - - -- - 14 A4 1 a , o .. F'L N I'ZE.ViF VJ 0_ p' 5r"L Pr-rAll_ 8/0.2 FOP •�` .`! 9 I-JDj?Z. C-(YP.)� GGL. - F PALED v/AI-F_ HrAD AT i3LAll r, Aal oIXO X 14 � W�(F_ \ ' i�10 -a � DOVE TAIL AWCHOP_ SLOT - GDIz}J�t� fz�IiJP. �r - - - \ V�4LL F LLI/Jti ul/ Gl�L. F=dG� L-jYt' UNLGl�✓ I; �,5/B'I 1411-. 0r &2c>!v __ __ -- -- - _ G'T}+E hl�llry NGilYt7) I IG'I a.G. Max. -_- -5/1�d-T`iPL' ''Xd lfiP P>D. � 1 t /Vl tAft . <J�iJp� �1 >F t L)F -iXIL, 17/11 Ai'fdGLl 20 �� G�rJT1�• CONTRAC7oF'.: Fat? A�I�iar14L Ojph I, z - -LIP TO GOUIMiJ I' VEF_i1=Y TNnr THE Dlgt1ETE or Tub CC�JcnET Yugo ' I, DETAIL TYPICAL P>G'Rolo 11�dY r_1m- r I`1�r EXTERIOR COLUMN Ih tlIDn DETAIL CANOPY COLUMN C41(1}Sr.MENT MATGHFS 7NE Muir I rfitvi C, T44F rra+Jor� "Q' ®E�[%�I�. TYPICAL INTERIOR NEW COLUMN WRAP 12" 8" 0 1' 12" 6" 0 1' 12" 0" 0 1010 MrW Cf ILING; ,I F: ACA �- r_X,Is-V s/A' TYPr- X" GY P. PAD. i \ IPrYtOVE EXISTING rsFZIOk: I s!E"'fY �IOX" GYF' A r71NC� EXISrIHG OsTurx w/ MIT' ItJ511L ' 5 G f GGHErdf PIAs'f -'- t- soFrlT � J PJII i vrwl, Vr]J1 - - \ HF-rAL rNF ESNOLt7 pEIAW HOI-LOW HE1AL 1 rZAMe p v - I%' / I• G ILINGI(IL PP_IGI'- J b//JAM ANctJOP 3' I . Gl • 4� VIE �fh 6) 1&'IOG. '�`-- / -�%1 NC4/ [3KICk - -- -Co?Nt p �EAd I%X15TING IWIC.K,-6" M1L.5Tu >clti"o.G. a I--- f a F: LL VOIDGj />OLIE�1[1� 11111E l fZDUT u: SLIDIN(r plX>? rn-_... 5Y5'EH/ ` AC0IJe rIU.L TP.ANsoM e �: cEILINr i DooR P.') o°'• L"XLSHrATHING,L,"AT CON7POL - 51LiP JoIN7 a �� 6" RATT INSHL, - `.. 5 TYPE'X" GYP 6D.x / " J I 61. ::'. -Jvl. P IG1C TIC✓ - sLIDINGDOOR "A" I� ? .I' OA HEAD on rlNl �H t?ASFr -.� i c(ONU�JE'rr ral5llf-IG rL00K SLAP, �' � I n � I- I. I � �•I �DOM TAIL AHCHOP GIOT SIDEWALK L�C� wrM TRANSOAA �xuT:ALLH - rVNHIf4 � �- rXlyTl C,ALk FA-r DOt? PJarrA ,MOKr ''i- �, l,�l A� { i,�? �." i. � �.x� �•_V Y�, � I '� � +y. S�ALA4JT--+ AK_fITI0fJ5 _ ��CAci Ell 1171 \ \ - GALE, 51e, iWyl,GYP. BD. VAPOR 13AE't',ICP-� 1 / I " , r ;, srPJJrrtJPh(. TILL _-- I IfJ IoNG.C<>�E �. °' 11j}211(� pU1Gih.)LP !>(�JGJ'1Ji?bL I7yJ/�h.) :,, � - • �\ .` • d ; as : c :. I lo'-0/z VGF'-IrY m r _ SLUNG DOOR ..8.. f?Fl>I57ALrf COIF' r;D• \\- _ 112' EXi' GYP i II1 IiI Ill 4 (, a p :.:a " JAMB �i�ATN�JG �\ WALL SECTION DETAIL EXTERIOR DOOR JAMB • _ SLIDING @'A rIXE;D HOOP Ili F'ELOCATEtI `F' ALI1T1.7RALK DOOR st_IhING RJR DETAIL CANOPY COLUMN AT GRADE 1 2" 8" 0 1' 2' 1 1 1 2" fi" 0 1' 3�J_._.J 1 2" 6' 0 1' . 15DETAIL 1 2" 0' 0 1' 2' SILL TYP.@ase U) lL Q C7 z L W ) m z z m O ®U CLj • E m Ln Ln uj Ir LD co 0 0 Eo aP; .c 0W ®CL I®Ucc a oQ a UZJ i 0 Q Z a ate--- O 6- a W ICI !� Lll () w can �OF •• r' •'•�r2 J"= o v' w n o ' Z 0 m OO WALL SECTIONS AND DETAILS' 4.1 FILE 15201 DATE 4-23-92 3' II'ie" % I%ILI PLAS'i IG 1 oO° - � LECTkUC, 0)TLrTIi5CfICfli TV PLASTIC LAHIh1ATE I f ZXh FKC WD 3` 61-5MIC OWLET ! N ON 3/j pAF fILLEI LAKGI AI 5° FKAt11NG F o// /0 (V AND CABLE _ ,a SOLID END �r/ ` i i - I:I 4 D ti(� \r' 2 -o Kp171U9 I 41 I v J I'-`{ I 2'-0" 2,_3u _____ ____ --- j�FGF'T:/ C014R. a WAITIHf il- - HG r ------ -- - - - - T REGI5TRA710N 10304 < I-o32AP 4 - - - - i _ L /. F CASH G 2a lU l I EI`.WArrING 29 AUJUSTpf3LE h „ —_� ➢ oz -0" I ^ _ �`------`—��(Y'r'✓P. GEILINC� •--_.. Ar�>i AT P-11`&F.F.3B oJIL ELEVATION nc - - _I e I it i -- -. --- `9 I uT------ 3 ,,OLIrJ DIVISION PANEL 131`1LOW PLAN 2A PLAN - - `- -' - 4A PARTIAL PLAN 4B SECTION sLDTy FVK FORK I___IL.-_I I I r� 2'ii'CLEAK HEICFITX _— — — la�� cLEA1; 4tID1H — r SDLIO v4]rL- I I'-D' III 2' 0„ III I' 0° �A _J{, � --- -- w3 NIHD Y.V. 1 f`'1 —TV ( H IC.) '� I' 2' - p" I I �'1 � I I I 01 'T 3A PLAN i r-,NELVES -- � I NOTE: C,OVEK ALL EXPOSED Ax IDUKFAcES WITH I'LP,�✓TIG ELAMINATE.SEE FIN15H fvLhNFop- TYPO A"Ho COLOR L A8 na 1 I \ I ADJUFrfABLE W>TE;CO`tL,KALL rYP09EP6>VMCE5 ADJIJSrAGLE (2) FILE LF1411�N r3hSE 5(1ELVE5 WITH PLASTIC LAh T\IATE. Sit SHEI_VC� LFGrLIC sEY_VICE QRAWE PLASTIC LArII ATE. ON FINI-,H I -LAN p0R TYrF ^HQ Copor2. UP TO OUTLET JET :11 ' PAT'_TICLE E304,P Cl 26 ELEVATION IN cASE'+JOr2K 4C PARTIAL 4D PARTIAL 3C ELEVATION ELEVATION ELEVATION DETAIL REGISTRATION/RECEPTION 1-0325 DETAIL OUTPATIENT WAITING 1-0324 DETAIL ER WAITING 1-0316 DETAIL REGISTRATION 1-0319 ° 5' DESK '? ° ' 2' a' TV CASEWORK 3 12: 0 1' 2' 3' TV CASEWORK 12"" ° '' 2' '" DESK V-11/2" MAINTAIN 6'•1" MINIMUM T METAL D.C.P. ROOK ALARM WALL r1TD. INTEPcom BOARD- TOP AND EDGES PLM-1 WIDTH AT CORRIDORS - u TA C. PLASTIC LAM ON 3/A" PARTICLE r - - I (� GYP. BD. woo- ICONTN WOOD BLOCKING CALK - TYPICAL OFFICE PQX ALARM `J _ V - -Dv RF�15Tr�Y UNDER CABINET STRIP 0 \ r LIGHT -SEE ELEC DRWGS� ri - 501-I0 END PANEL- --. —ELEC G TEL OUTLETS - PLASTIC LAM ON 3/4" I ^ j SEE ELEC DRWGS PARTICLEBOARD ^ PLN•1 SHELF 13EYOND 2" X 4" F. RT STUDS r 16' O.C. rI La I APRON W/PLASTIC LAMINATE ON 3/4" PARTICLE BD. F'LM-1 O — REMOVABLE PANELS AT z CONSOLES -VERIFY SIZE p i & LOCATIONS WITH --CASEWORK BEYOND-- OWNER N PLr1-3 PLASTIC LAM ON 3/4" N PART ICLEBOARD- PLM-3 F. RT. WOOD BLOCKING FINISH BASE BEYOND —\ FINISH BASE - SEE FINSH PLAN FINISH BASE 1- 0302 1-03O1 �----1HF_z4o5YAT ---- ID O (�A) ib --- - /� RECEPTACLE (rYl?) 61ALAR PLAN M PANF,�> I 'y,� ELEVATION i` �I (SEE ELEVATIOO� (t 41YPICAL f1101R01'HONE• EXISTING VIEW ?ELF. SWBP 4 MONITORS WINDOW 7 COVE r3LUC ANH.--- KECEPfACLE('rYF) '(ELE. SWaD. — /PAGE r3ASC STATION Y L B �� NICHzOVF{OFJF--___ RELOLA'fED —RELOCATED MGAPA)N, FIRE ALA?.M �0� KELpcArEU cal. OO CODE GLUE 7ELE T .p 'K INDICAYES PLACE,4ETrr AM"{' I C}r� ALAKM DNL. ELr�V,EViERG,,05LE._ or b Q uU ( OF ccUNreLfw RE.LOCAT60 7 50dIPMENT'. BLOOD 53411< ` .2 ALARM FINISH BASE AT `--FINISH BASE AT - -" - KNEE SPACES TOE SPACE BEYOND II'-31 9'_6, I'�6"I 3'-U' I-3 Z'-0' 2'_p' 7U ELEVATION Y Y t t 7C ELEVATION r__l +�ECE�r �- 'i 7D ELEVATION SECT ION RECEPTION DESK SECT ION TYPICAL CASEWORK PI3 1-0301 0 1' AT WALL ° 5, III �t 7 PLASTIC LAMINATE ON 3/4" PAR fICLEBOARD — NOTE THIS DETAIL IS SKETCH N0. 30 (DATED JAN.1988)FROM "FLORIDA H.R.S. APPROVED - --URSLEEVED WINE / rl 1-1/T'CflC PROPIEIPRy SYSIE16 DETAILS! UP TO A / ARE OCCEP,ATLE _ t IHEN BunoLE / HIN a mck SECURE PLASTIC -1 EEEEVE DP 10t'1 cBNDUIT. FOR OR PIPE, E ERIION 4- 2'-0FIRE RATED CEILING BDHDLED WINES OR COMMIT wfPE PPRIfAF4E " 1„- RXtA15TIC DUN OVER t INCHES KNEE SPACE W/ DETAIL AT CEILING \� CASEWORK BEYOND - LABELLED ACCESS PANEL LATER PANEL /J < SEAL ALL PENETRATIONS IN GYP. Y y± II• "1 OU.EVEN'TH000H HIDDEN BEHIND o `1' 1 sRE1F 1- 1 CASEWORK IN ORDER TO MAIN �I I , n- -— TAIN INTEGRITY OF RATED AND/ E-STUD MR I/z 1 N OR SMOKE WALL N CDFA6TEN J-RUNTo E-STUDS NER WALL FINISH IN KNEE SPACES NINE PENETRHT\ `} LMSLEEVEU SLEEVED TO MATCH ADJACENT WALL FIuaun FOR Plus IND uTWII FINISH .; I FOR PIPES Prm L NOT SUBJECT TO MEET FO VIBRRTi N, TYPICAL SEAL R.EIENT OR SWEA71W EAW,I(N, CLNIRIC IN, — - AND/DR SwFATil6 •�,1. �'"' FINISH BASE UEYOND-�\ LESS THAN 1/A" = URYWALL PIUB OE. THIS TAIL S SKTCHl `WING FOR FINISH BASE A'T FINISH BASE AT DErASL Ar SHAFT wnu NOT42 (DATED SEPT.I 1989) FROM HJR71ERNNG PIPES LESS THAN I/z" = RcousTlc CAULK "FLORIDA H.R.S APPROVED KNEE SPACES 70E SPACE BEYOND EpBF1�IRIGR 5ECTION MORE THAN 1/P" = BLOWOUT PATCH (SEE 7/AB.1) DETAILS.° 9EAHNB PIPES SECT ION TYPICAL CASEWORK DETAIL ACCESS PANEL INSULATION DETAIL SWKE WALL PENETRATIONS AT VIEW WINDOW NO SCALE NO SCALE " PARTICLEBOARD-- /LSTIC LAMINATE ON = n� ? \� 111 2'-0" ),,.- LINE OF WING "I WALL BEYOND KNEE SPACE W/ (IF ANY) CASEWORK BEYOND -\ SEAL ALL PENETRATIONS IN GYP. BD. EVEN THOUGH HIDDEN BEHIND CASEWORK IN ORDER TO MAIN- TAIN INTEGRITY OF RATED AND/ OR SMOKE WALL z —WALL FINISH IN KNEE SPACES � TO MATCH ADJACENT WALL o FINISH iV N FINISH BASE BEYOND-\ L1 m > wW m C O U CCo C C� L C Ffl Ln LD e In N N m E iA U6 #� O d (I) Cu 0.0 w P; CL d00 LL oaa z z C3 LLJ III 11 J O 't . FW- 0 0 0 0 INTERIOR ELEVATIONS, SECTIONS AND DETAILS AA14.2 FILE 15201 DATE 4-23_92 too 100 D"', w t KI, 13ktw IV, awe 137 aom 152 I52 13LV. rur;Z DOWN ovvz cAbIHF_Q$ 5ELF 0FrAIL iWAaz 6d. L L A A CF11-MC, rtDIJOIf Vr) E011 A A — _* our.vAr.cmr1 Lo 0 O. _F7 O T T 1 1 1 T Al I l 1... ........ 6CIVEW TNN W 7 6/A8.2 Tyll Iti.4 r A I'tA4 E E -IAIL iBIA5.2, CA61HE F& UE I L 4 - kc" ,8, 0 MCI W4011 ViFf. I',/Aa Z rl- 5E-r l_:WL I v I /-A It AI A, 0 ')I JI%J1 8 1 � � 1 lb/ A 1'� wl A' I Luj 0 .0 _7 0 ... ... . . ... ...... . I iv. A A IT - Al A, IF NS, c 7F _Z K A A I �vI f FUR, DOWN-- -t _Iw A " 111 �11111(:, ' IP. AII�Dl LOCA-rl ow p A KI x � �/� , : � C 5E�E [)Ef. lo/A8.2— rjb MCI GwUp NPICATet) a( SEE �IDTE it 7 J T4, NOTES: REFLECTED CEILING 1. THE IF. QUNTIIAQ1OR SHALL CAREFULLY STUDY AND COMPARE THIS REFLECTED CEILING PLAN WITH THE ELECTRICAL LIGHTING PLANS AND Wri'll THE MECHANICAL SUPPLY, ROMER AND EXHAUST PLANS, AND Illi SHALL EFFORT IN WETTING TO THE AR(;HrrEC'r ANY ERRO R, INCONSISTENCY Olt OMISSION THATHE MAY DIISCOVERL 2. SPRINKLER HEAD LOCATIONS ARE INDICATED ON FP 2.1 THE CONTRACTOR 511ALL INSTALL SUFFICIENT HEADS IN ALL SPACES TO PROVIDE COMPLETE (100%) AUTOMATIC SPRINKLER COVERAGE AS DEFINED IN NFPA STANDARD 13 AND SEE H01S 4�7 IN TILE PROJECT MANUAL AND AS REQUIRED BY THE OWNER'S INSURANCE mELfl,rLumo UNDERWRITER. L THE CONTRACTOR SHALL VERIFY THAT ACCESS PANELS OF APPKOPRiATF SIZ L AND 'TYPE ARE INSTALLED IN GYPSUM BOARD CEILINGS IN CEMENT PLASTER SOFFITS, AND IN NON-ACCES OTHER -BIBLE TYPE CEILINGS OR SOFFITS WHERE ACCESS, SERVICE OR ADJUSTMENT TO MECHANICAL, PI,VM131NU OR ELECTRICAL ITEMS MAY BE REQUIRED. 4. ONLY CEILING MOUNTED EXIT LI0II'I'j ARE SHOWN ON THE REFLECTED CEILING PLANS. SEE THE ELECTRICAL DRAWINGS FOR LOCATIONS OF WALL MOUNTED EXIT LIGHTS; G. SEE THE ELECTRICAL DRAWINGS AND/OR THE COMMUNICATIONS DRAWINGS FOR LOCATIONS OF CEILING MOUNTED SMOKE DETECTORS, SPEAKERS, NURSE CALL DOME LIGHTS, FIRE ALARM DEVICES, ETC; 6a 'ruE. CO) TRACTOR SHALL ADVISE THE OWNER AND TENANTS 'THAT AN I H.. MINIMUM VERTICAL. CLEARANCE SHALL BE MAINTAINED BETWEEN THE BOTTOM OF THE EXTENDED SPRINKLER HEADS AND THE TOP OF ANY FILM, SHELVING, LOCKERS, KI'C4 (WHETHER CONTRACTOR OR OWNER FURNISHED). THE CONTRACTOR SHALL ALSO ADVISE THE OWNER AND TENANTS THAT ITEMS SHALL NOT BE PLACED OR STORED ON TOP OF kD, SUCH SHELVING 30 THAT THIS CODE REQUIRED Ill- VERTICAL CLEARANCE E i WILL DE MAINTAINED. 7- WHERE EXISTING LAY IN CEILINGS ARE REMOVED AND REINSTALLED, T IL CONTRACTOR SHALL TAKE CARE NOT TO DAMAGE I EITHER THE CEILING TILES OR THE ORID: ANY DAMAGED TILES OR ()Hit) SHALL HE REPLACED wrrR NEW MATERIAL! THESE NEW MATERIALS SHALL MATCH Tni,. ExiSTINU IN A UNIFORM MANNER FOR COLOR, TEXTURE, PATTERN, 'IF X, ETC; UNIFORMITY CAN NOT UK ACHIEVED, THE CONTRACTOR SHALL . .... . REPLACETHE ENTIRE CEILING WITHIN THAT SPACE WITH NEW MATERIAL; 11- CONTRACTOR SHALL PROVIDE ACCESS PANELS IN GYPSUM BOARD CEILING 50 THAT _L= FLORIDA H H.S. CAN INSPECT HAHEU AND/Oft SMOKE WALLS. THESE ACCESS PANELS SHALL HE AT INTERVALS NOT TO EXCEED 30'-W AND IN SUCH LOCATIONS AS NECESSARY TO VIEW ALL SURFACES OF THE PARTITION. .9, 9, PROVIDE PURR DOWNS OVER WALL CABINETS AS SHOWN IN DETAIL 7 r'IAI I I' .......... ELEC DpA,/1kJC-5 REFLECTED CEILING r I r t 3 t# rA, "A PAFRT I A 1. F IRS T FL 0 0 R P L A N LEX'A"M EX➢571?,Xi H) 4#GMAV4 L . . . ... . .... ....... .... CLA31CLE CURTAIN TRACK (SEE DETAIL 15/A8.2) C.C.T. ACOUSTICAL CEILING TYPE LEGEND: REFERENCE SPEC. SECTION 09510 SEE INDEX SHEET FOR OTHER SYMBOLS ON THE REFLECTED CEILING HEIGHT LEGEND CE1JNQ PLAN. A W-0- E T-11- JEAPOSED MINABOARD CORTEGA SERIES, 24"X48" B W-6- F 9'-13" K MATCH EXISTING WHITE, BY ARMSTRONG OR APPROVED EQUAL c 9'_O G 10'-Q' D 9'-6" H 6'- to" BOLD LOOK 1, NO. 2754, W"rTE, BY ARMSTRONG OR APPROVED EQUAL NOTE: ALL CEILINGS SHALL BE TYPE LI UNLESS OTHERWISE NOTED. CEK-M TYPE A IS A SWAXATED 2X2 LAY -IN CEILING. THE SUSPENSION GRID IS A 2X4 GRID. THE DIFFUSERS, FIXTURES, SPRINKLER HEADS, ETC., SHALL BE CENTERED IN THE SIMULATED 2X2 AM NOT FALL ON THE SIMULATED GRID. KEY PLAN ID z PARTIAL FIRST FLOOR PLAN REFLECTED CEILING PLAN A ^1 AD FILE 15201 DATE 4-23-92 ALL GYPSUM BOARD SHALL 4'-0 GYP BD PANEL BE APPLIED VERTICALLY. In G O �� t- IL 4'-0 GYP OD PANELIL _I 16" O.C. MAX STAGGER VERTICAL JOINTS SO THEY OCCUR o OVER DIFFERENT STUDS ON OPPOSITE SIDES STD.SPACING m OF PARTITION AND STAGGER JOINTS OF SECOND LAYER FROM FIRST LAYER. - _I <I 4'-0 GYP 8D PANEL r 4'-0 GYP BD PANEL FINISH DECK —� FOR "NON -RATED SMOKE TIGHF CEILING CORRIDOR PARTITIONS" HORIZONTAL JOINTS PT I I ARE NOT REQUIRED TO I---y--------BE STAGGERED BUT SHALLOCCUR ABOVE I THE CEILING. I I I I I LENGTH OF GYP.BD, I PANEL IS CONTRACTOR'S I CHOICE AT ROOMS WITH CEILINGS AND I 81- 0" MIN A- ROOMS I WITH NO CEIL NGS. I FLOOR TYP-ALL PARTITIONS -CUT GY DO WITHIN FINISH 1/4- AND SEAL WITH ACOUSTICAL SEALANT CEILING — DECK —� FOR RATED AND/OR SMOKE PARTITIONS : �- �_-J----J___----I_ HORIZONTAL JOINTS I I I I ARE REQUIRED TO BE _ __________-- STAGGERED 2'- 0" O.C. -1 I MIN AND SHALL OCCUR I _ ABOVE THE CEILING BY USING I I ? VARYING LENGTHS OF BOARD. I I I LENGTH OF GYP. BD. I I I I o PANEL IS CONTRACTOR'S I I I iv CHOICE AT ROOMS I I WITH CEILINGS AND I 8'- 0" MIN AT ROOMS FLOOR 1/4' MAXIMUM JOINT WITH NO CEILINGS. AT FLOOR SLAB 1 DETAIL LOCATION OF JO INTS IN GYP NO SCALE BD PART I f IONS NOTE: IF PIPE 15 TO BE INSULATED, 00 NOT RUN PIPE INSULATION THROUGH THE WALL. AFTER PACKING GAP THROUGH WALL WITH EITHER DRYWALL COMPOUND OR SAFING INSULATION AS INDICATED BELOW, FLARE PIPE INSULATION ONTO FACE OF WALL AROUND PIPE ON BOTH SIDES OF WALL, AND SEAL TO FACE OF WALL WITH INSULATION MASTIC. WALL PRIORITY LEGEND TWO HOUR RATED FIRE AND SMOKE PARTITION PRIORITY 1 HIGHEST TWO HOUR RATED SHAFTWALL� TWO HOUR RATED PARTITION PRIORITY 2 ONE HOUR SMOKE PARTITION PRIORITY 3 ONE HOUR RATED PART IT ION PRIORITY 4 ONE HOUR HAZARDOUS PARTITION NON -RATED SMOKE TIGHT CORRIDOR PARTITION PRIORITY 5 PARTITION TO 4" MIN ABOVE CLG PRIORITY 6 LOWEST NOTE: ALTERNATE LAYERS OF GYPSUM BOARD SHALL OVERLAP AT INTERSECTIONS OF MULTI -LAYERED RATED GYPSUM BOARD LOWER PRIORITY PART IT IONS. WALL „„ HIGHER PRIORITY WALL 1 LOWER PRIORITY WALL THIS DRAWING IS FOR } GRAPHIC PRESENTATION ., ONLY.SEE INDEX SHEET 17 —' WALL SYMBOLS LEGEND FOR " COMPONENTS OF HIGHER PRIORITY WALLS WALLS NUMBER OF LAYERS TO RUN CONTINUOUS PAST OF GYP BD,TYPE OF A LOWER PRIORITY WALL GYP BD, ETC. HIGHER PRIORITY (SEE DETAIL 4/A8.1) WALL LOWER PRIORITY DETA IL ABUTMENT OF DISSIMILAR2 WALL No SCALE WALLS WHEN DIMENSION EXCEEDS 13", INSTALL CRIPPLE 'STUD IN CORNER - TYP METAL STUDS BEHIND GYP DO -- - - - - -- -- - �(VERTICAL METAL STUDS D 16„ I I O.C. MAX.) MECHANICAL DUCT _ft � � 1 K3 METAL RUNNERS SAFING INSULATION - PACKED TIGHTLY "®"� � I � CUT GYP.BD.TIGHT TO DUCT (1/4' MAX. GAP) GYP.BD. L __ _ _I I AND SEAL AS REOT ON METAL STUDS � I I L___________I I NOTE: IF DUCT IS TO BE INSULATED, _____ DO NOT RUN INSULATION THROUGH THE WALL. FLARE INSULATION ONTO FACE OF 'WALL AROUND DUCT ON BOTH SIDES � I I OF WALL,AND SEAL TO FACE OF WALL WITH INSULATION MASTIC, DETA IL DUCT PENETRATION IN NON- N.r.s. RATED SMOKE TIGHT CORR, WALLS 4 LOWER PRIORITY 'WAL TAPE & JOINT COMPOUND - TYP. HIGHER PRIORITY WALL HIGHER PRIORTY WALL TAPE AND SEAL BEHIND INTERSECTING PARTITION - (TYP) LOWER PRIORITY WALL "A � "CALK BO- SIUES (TYPI CHER PRIORITY 'HALL PRIORITY 'WALL HIGHER PRIORITY WALL TAPE & JOINT COMPOUND - TYP. LOWER PRIORTY WALL - NOTE: 1.REFER TO 'WALL SYMBOLS LEGEND ON INDEX SHEET FOR NUMBER OF LAYERS AND TYPE OF GYP BOARD, 2. THE HIGHER PRIORITY 'WALL MUST PASS THROUGH THE LESSER PRIORITY 'WALL, 3. TAPE AND SEAL JOINTS IN GYP BD IN PARTITION BEHIND INTERSECTING PARTITIONS. DETA IL INTERSECTION OF RATED WALLS NO SCALE �n ivn t. I r , r numa,r uu, 16" MAX. _ Ib-- MAA. ,FING INSULATION hfitrl 3", CENTERLINE OF STUDS 3" 'A" MIN MIN 5/8" TYPE X NOTE: IF GAP IS LARGER THAN I", z GYPSUM BOARD PROVIDE PATCH PER 7/A8.1 fn - TYPE 'S' SCREWS w ri MIN TWO PER / NOTE: SECTION = 1F ANY PIPES ARE TO BE INSULATED, DO NOT RUN PIPE INSULATION THROUGH A RATED AND/OR SMOKE WALL. AFTER PACKING GAP AROUND PIPE THROUGH THE WALL WITH SAFING INSULATION AND DRYWALL MUD, FLARE PIPE INSULATION ONTO FACE OF 'WALL ° ° . _ z AROUND PIPE ON BOTH SIDES OF 'WALL,AND SEAL TO FACE O z OF 'WALL WITH INSULATION MASTIC. CUT TO WITHIN JOINT a SECOND 4'-0" MAX 1/4' OF PENE rRA FION LAYER ^_-- AND SEAL AS INDICATED OPENINGS OVER 3" D IA. I - VERTICAL METAL STUDS rII O 16 O.C. MAX. JOINT Q SECOND BUTTER BACK SIDE OF ALL METAL STUDS TN?7 BEHIND GYP. BD.I OUT I I I I PATCHES WITH DRYWALL COMPOUND. ��I_L TI LAYER TYPE 'G' SCREWS t ATTACH WITH SCREWS AS NOTED. - -_ - -__ ---1 I LEAVE ALL SCREWS EXPOSED. t2" MAX. n PATCHES SHALL BE TYPE "X" GYP 1------ - -s --- A 1 ° o IN SAME THICKNESS USED FOR WALL'Tr. I r TT x GENERAL NOTES i�I I I�I 11 F GAP AROUND PENETRATION I Y-- 1 J_ _LL I CUT GYP.BD.TIGHI TO ' IS 1/4" OR LESS, PACK WITH r----- - -- ----------I I CONDUIT OR PIPING z DRYWALL COMPOUND. (1/4" MAX GAP) AND ° ° u I 8 A SEAL AS REOT. A8 1 CONDUIT OR PIPING _ r F GAP AROUND PENETRA ION I I I I cur TO WITHIN O—IS 1/2" OR LESS, PACK W TH 3� 3" USG ACOUSTICAL SEALAN PACK TIGHTLY WITH SAFING INSULATION - TYP. 1/4' OF PENETRATION (REF: CEG 1-25-85) AND SEAL AS INDICATED AT NOTE: THIS IS A TYPICAL ARRANGEMENT. MIN MAXIM �N R IGFfr IF CAP AROUND PENETRATION REPEAT THIS PROCEDURE AS NEEDED TO IS GREATER THAN 1/2", PACK ACCOMMODATE "ALL" CONDUIT AND PIPE OPENINGS UP f 0 3" D IA. T IGH rLY WITH THERMAF IBER PENETRATIONS THROUGH THE WALLS. SAFING INSUL. OR APPROVED FIREPROOF ING MAT'L., AND APPLY PATCH as sTlowN. TYPICAL MULTIPLE CONDUIT OR PATCH ING & SEAL ING DETA IL PIPE PENETRATIONS THROUGH DETA IL PENETRAT IONS IN RATED N.T.S. ALL WALLS 12• 6• 0 ` &/OR SMOKE WALLS NOTE: SEE THE PLAN REVIEW DATA NOTE: SEE THE PLAN REVIEW DATA ON THE INDEX SHEET FOR THE ON THE INDEX SHEET FOR THE APPROPRIATE U.L. DESIGN APPROPRIATE U.L. DESIGN NUMBER FOR THE FLOOR AND NUMBER FOR THE FLOOR AND ROOF ASSEMBLIES. ROOF ASSEMBLIES. BOTH LAYERS TYPE "X" GYP. BD. CUT TO WITHIN GREATER THAN 2" 1/4" OF DECK FLUTE CONFIGURATION LESS THAN G" AND SEALED TO DECK CONTINUOUSLY LLL / FLOOR OR ROOF SLAB ASSEMBLY PER U.L. NO. FILING SEE EFLECTED CEILIN G LAN MTL STUD RUNNERS ATTACH W/ ANCHORS (a 2'-0" O.C. MAX — I FIN. FLR. 2 DETAIL 12, 61 1 A8.1 TWO LAYERS TYPE "X" GYP DO METAL STUDS Q 16" O.C. MAX. 1/4" JOINT O FLOOR W/ CONrINUOUS SEALANT GREATER THAN 2" LESS THAN 6" TYPE "X" GYP BD CUT WITHIN 1/4" OF DECK FLUTE CONFIGURATION AND SEALED TO DECK CONTINUOUSLY :- -------.--n---------- L FLOOR OR ROOF SLAB ASSEMBLY PER U.L. DESIGN NO. CEILING SEE REFLECTED CEILING PLAN MTL STUD RUNNERS ATTACH W/ ANCHORS Q 2'-0" O.C. MAX — FIN. FLR. TYP. 2 HR. F IRE & SMOKE WALL OR 2 HR. RATED WALL DETA IL 1' 13 12� 6' 1 A8.1 TYPE "X" GYP BD "-METAL STUDS P 16" O.C. MAX 1/4" JOINT e FLOOR �W/ CONTINUOUS SEALANT TYP 1 HR. SMOKE WALL OR 1 HR. RATED WALL (OR NON— RATED SMOKE TIGHT CORR IDOR PART IT ION- 11 S IM ILAR) t�F__ 90 DEGREE BEND RUNNER 16" MAX. ` CEILING RUNNER )4 NOTES: 1. GYPSUM PANELS TO BE SCREWED B A. A TO ALL STUD AND RUNNER FLANGES 12" O.C. MAX., STUD SURROUNDING THE OPENING. B OPENING C C 2. SEE FIRE DAMPER STANDARD WIDTH INSTALLATION SHEET FOR PANHEAD ADDITIONAL DETAILS. SCREWSM) FLOOR 5/8" TYPE X RUNNER GYPSUM BOARD 2 1/2" MIN. STUD 2 1/2" MIN. 2%2" MIN. OR RUNNER METAL RUNNER METAL STUD RETA IN ING ANGLE 2 HOUR WALL AMPER SLEEV029 E SCREWS SECT ON B—B 5/8" TYPE X I HOUR WALL SECTION A —A GYPSUM BOARD 1/2" MIN. 5i OR RUNNER - BREAKAWAY CONNECTION TYP. RETAINING RETAINING ANGLE ANGLE - i 2 HOUR WALL ' 1HOUR WALL REVERSE ANGLE SECTION C—C MOUNT INGH SIDE) DETAIL METAL STUD FRAMING FOR NO SCALE F IRE DAMPERS IN GYPSUM BOARD PARTITION NOTE: SEE THE PLAN REVIEW DATA ON THE INDEX SHEET FOR THE APPROPRIATE U.L. DESIGN NUMBER FOR THE FLOOR AND ROOF ASSEMBLIES. EXTEND MTL STUDS TO DECK ABOVE FLOOR OR ROOF SLAB ASSEMBLY PER U.L. DESIGN NO. 4" MIN CEILING - SEE REFLECTED CEILING PLAN MTL STUD RUNNERS ATTACH W/ ANCHORS 2'-0" O.C. MAX TYPE "X" GYP BD' FIN. FLR. METAL STUDS La 16" O.C. MAX 1/4 11 INT o FLOOR CONTINNUOUS SEALANT DETA IL TYPICAL PARTITION TO 4" 141z" s' 0 1' ABOVE CEILING GYP BD METAL STUDS r LOWER PRIORTY WALL CROSS CORRIDOR DOOR FRAME (SEE DOOR SCHEDULE) GYP BD METAL STUDS "CALK BOTH - - - S -- CROSS CORRIDOR DOOR FRAME " SIDES (TYP) SEE DOOR SCHEDULE) CROSS CORRIDOR DOOR AT 5 DETA IL ABUTMENT OF DISSIMILAR r 9. 6 s, 4 WALLS ONE OR TWO LAYERS OF TYPE X GYP BD AS RED,D FOR WALL CONSTRUCTION 2 1/2" MIN MTL STUDS I— � 16" D.C. TYP PARTITION TO W MIN ABOVE CLG OR PARTITION G O TO DECK (NON -RATED) 0 6 U F d Z ~- Z 0 u0 - >10 CALK aFz TAPE & FINISH JOINTS & SEAL wo� ALL PENETRATIONS IN GYPSUM 0 CALK/ BOARD BEHIND CABINET 0 ~ FURR WALL ABOVE AND BELOW CABINS "A" RATED OR SMOKE WALL "B" NON -RATED WALL NOTE: SEE PLANS FOR LOCATION OF LEAD LINING. MAINTAIN CONTINUITY OF LEAD LINING AT ALL WALL PENETRATIONS. 2 1/2" MIN MTL STUDS AT 16" O.C. MAX BEHIND CABINET _ .. PROVIDE 6" OR 8., STUDS AS REQUIRED FUR PIP ING AT FIRE HOSE CABINET MTL STUDS 16" O.C. TYP CALF K CONTN. —ELECTRICAL PANEL, F.H.C., TYPICAL VARIES F.E.C., OR OTHER RECESSED CABINET OR TAPE AND FINISH JOINTS BOX OVER 16 SO. INCHES AND SEAL ALL PENETRArIONS IN FACE SIZE. IN GYPSUM BOARD BEHINDIIIII, CABINET FURR WALL ABOVE AND BELOW CABINET ONE OR TWO LAYERS OF NOTE: 5 SIDED ENCLOSURE BEHIND CABINET TYPE X GYP AS REQUIRED FORR WALL IS NOT NECESSARY IF RATED OR SMOKE CONSTRUCTION WALL 15 CONTINUOUS AND ALL PENETRATIONS ARE SEALED FLOOR TO DECK BEHIND CABINET. "C" RATED OR SMOKE WALL DETA ILRECEB SED METAL WAOLN pp )CABINETS HOSE CAB5.,FIRE EXTINGUISHER CABS.•ELECT.PANEL S. 12' 9• 6' 3 0 MED. GAS ALARMS• MED. GAS OUTLETS, Eru NOTE: IN ALL RATED PARTITIONS AND SMOKE PARTITIONS, THE SURFACE AREA OF INDIVIDUAL METALLIC OUTLET OR SWITCH BOXES SHALL NOT EXCEED 16 SQUARE INCHES. THE AGGREGATE SURFACE AREA OF THE BOXES SHALL NOT EXCEED 100 SQUARE INCHES PER 100 SQUARE FEET. BOXES WHICH EXCEED THESE STANDARDS SHALL BE RECESSED AS SHOWN IN "RECESSED METAL WALL CABINETS" DETAIL.SEE 10/A8.1. BOXES LOCATED ON OPPOSITE SIDES OF .RATED AND/OR SMOKE PARTITIONS SHALL BE SEPARATED BY A HORIZONTAL DISTANCE OF 24 INCHES MINIMUM. BOXES,ETC. ACOUSTICAL SEALANT BACK & SIDES OF BOX NECESSARY FOR SOUND RA r ING SEAL BOXES TIGHT TO GYP / DO WlDRYWALL JOINT 22'-0'/ COMPUU ND (1/4" MAXIMUM MIN SPACING JOINT BETWEEN BOX AND ALL LAYERS OF GYP BD) MAX 16 S0. IN. OPEN ING IN RATED OR SMOKE WALL TWO LAYERS TYPE "X" GYPSUM BOARD FOR 2- HOUR RATED FIRE OR TWO HOUR FIRE AND SMOKE WALL (ONLY ONE LAYER EACH SIDE AT ONE HOUR RATED FIRE OR ONE HOUR SMOKE WALL.) ADJACENT BACK-TO-BACK ELECTRICAL BOXES IN RATED 15 DETA IL AND / OR SMOKE WALLS 2' 6' 0 1' EXT'R STUD RUNNER TRACK CONTN. 1/2" EXT'R GYP. SHEATHING EX T'R.WALL MATER IAL- � Z W 4 ¢LU 0 a w IN SEAL ANY PENETRATIONS THRU RATED AND/OR SMOKE WALL PER PENETRATION DETAILS BAIT INSULATION SEAL ALL LAYERS �- TYPE X GYP BD TYPE X" GYPSUM METAL STUDS 2 16" O.C. MAX BOARD TO EXTERIOR GYPSUM SHEATHING -TAPE & JOINT COMPOUND - TYP. WITH ACOUSTICAL SEALANT " ----METAL STUDS Q 16" O.C. MAX HIGHER PRIORITY WALL W/ TYPE X GYP BD (REFER TO WALL SYMBOLS LEGEND ON INDEX SHEET TO DETERMINE NO. OF LAYERS). RATED AND/OR SMOKE WALL INTERSECTION W/ EXTERIOR ift DETA IL WALL 0 12" 6' 0 EXT'R WALL MATERIAL 1/2" EX r'R GYP. SHEATH IN z L__ v: _j l L�j - 0- GATT < w INSULATION > w Ln .. /—TYPE X GYP. BD. ��— METAL STUDS 1G" O.C. MAX GYP BD NON -RATED & NON -SMOKE WALL NON —RATED WALL DETA IL INTERSECT ION W/ EXT'R. 12' 6• 0 1' WALL ROOF OR FLOOR DECK USG 093 CONTROL f� JO IN'r--, 1 II DOOR— \ HOLLOW MET DOOR FRAME ELEVATION N.T.S. 301-01 MAXI CONTROL JOINTS AT 30'-0' MAX. y+ T' METAL STUDS 2'-0" MIN GYPSUM BOARD CONTROL JOINT —SAFING INSULATION AUr — USG 093 CONTROL JOINT TRIM ACCESSORY TO DECK VINYL WALL COVERING (SEE FINISH PLAN I 16 DETAIL CONTROL JOINTS IN GYP BD 12" 6" 0 1' WALLS 1 TH15 DIM VARIES UNLESS 0 rHERW ISE NO rED. D IMENS ION WILL BE DETERMINED BY THE WORSE CONDSAME ASO ETHATCOLUMN IN THE WALL)IHON I WALLS ARE STRAIGH( AND AT I. I 90' 'NITH EACH OTHER I I -i PROVIDE SECOND LAYER OF GYP BD TO BE CONTINUOUS AROUND COLUMN WHERE TWO HOUR RATED WALL I I OR TWO HOUR RAPED FIRE AND } -- - - - I---- SMOKE WALL ABUTrs COLUMN NOTE: 1 I GYP --HD AT WALL AND AROUND i I I COLUMN SHALL BE STRUCTURALLY ! I INDEPENDENT OF COLUMN ' T- 1,--SPRAY FIREPROOFING PER UL DESIGN NO. SEE INDEX SHEET I 2 1/2" MIN. MfL.STUDS A - IG" U.C. MAX. DETAIL WALLS BYPASSING OR 17 12" s" Q ': ABUTT ING COLUMN V I w co z z I— LL - 0. O U Q z Q ) T r L V) 1p V 1 W cr ur ti N m z u QICU L N CID C o O.. a F 0 J ® z Q Q� {- (-) CC Q — C) CL 0 a Q z LL = a 0 ~ _J < U L c) Q <i l— _ Z 0 (2� Ld LaJ Lil C-) CC w 0 z 0 w TFFFFF, M ISC. DETAILS e1 FILE: 15201 DATE: 4-23-92 NOTE: IN LOCATIONS SHOWN ON SHEET D2.1 PROVIDE GYP BD. NEW CORNER GUARDS. AS REQUIRED REMOVE EXISTING 2"X4" F. RT. WD. AT BOTH SIDES OF M(L STUD SHALL BE CONTINUOUS AND PROVIDE NEW. FROM FLOOR TO DECK GYP.BU.PAfirl(IUN - STUD METAL STUDS GYP BD. FASTEN TO METAL STUDS W/ 3/8" DIAMETER BOLTS 30" O.C. MAX. 6 1/2" FACE OF STUD C 3 5/8" MIN.. 16 GA. DOUBLE, FULL HEIGHT STUDS AT GRAB BAR SIZE & GYP. BID. rHICKNESS GYP.BD.ON RATED AND/OR MAY VARY SMOKE WALL MUST PASS MTL MAINTAIN AIR SPACE MOUNTING LOCATIONS To WITH- STAND ADEQUATE POUNDS OF THROUGH THE FURR-OUi— TAPE, MUD AND SEAL CONCEALED TOP OF CLEAR OF DEBRIS FORCE PER CODE REQUIREMENTS JOINTS AT RATED AND/OR 'WALL — CONTINUOUS NOTE: ALUM RETAINER CORNER GUARD 70 �-, EXTEND 4'-0' ABOVE WICK ROPE-\ 3/8" DIA.WICK ROPE WEEPS SPACED AT 24" O.C., EXCEPT AT 1G" SMOKE . • . FINISH FLOOR. ^8 X 1" STAINLESS O.C. OVER OPENINGS. RATED AND/OR SMOKE WALL OUS ©R'WLOFURRUOUT STEEL S.M.S. tall O.C. MAX. TOP OF FLEXIBLE FLASHING EXTEND WICK ROPES UP THE FLASHING UN(0 THE SHEATHING 12" MIN. AND 2 - "8 TEKS SELF - TAPPING SHEET BEHIND CORNER GUARD TO SIT SrAPLE.DO NOT STAPLE METAL SCREWS Q 8" O.C. ON TOP OF FIPJ.BASE THE ROPES THRU THE - -T-- _ FLASH ING. EXTEND ROPE NOTE: INCREASE THIS WEEP TO FACE OF BRICK ' 3' 3" DIMENSION AS REQUIRED FOR - AND CUT FLUSH WITH BRICK. I F.` 11/'2" R DETA IL CORNER GUARD ATTACHMENT AT TWO HOUR WALLS AND ELSEWHERE WHERE 1" 3" I z � FLEXIBLE FLASHING EXTENDED UP ON EXT'R 1 2 1/2" MIN. METAL STUDS � Q 12" O.C. MAX. _�2". 0" 2" TWO LAYERS OF GYP. BD. ARE USED. GYPSUM SHEATHING BOARD AT LEAST 8"• MIN. -- EXTEND GYP, BD. TO 4" MIN. RWL OR OTHER PIPING. TYP. ABOVE CEILING LINE FOR ADHERE MEMBRANE TO SHEATHING WITH GYPSUM SHEATHING I 4 - °10 STAINLESS STEEL FLAT HEAD TEKS SCREWS SIZE MAY VARY. FURR-OUT ONLY SEE PLUMBING ' CLI:. MAINTAIN MI- CLEAR I SCREWS AT 16" O.C. AND APPLY 3" MIN. AROUND RWL• I WIDTH JOINT TAPE. ROOF OR FLOOR DECK PER UL DESIGN NO. EQUIPMENT N.I,C. SEALANT TAPE SHALL BE HELD IN PLACE WITH%" STAPLES STAGGERED TE: 1. SEAL PENETRAr10N5 THROUGH 1 SHELF ANGLE 4" O.C. COVER TOP OF FLOOR AND/OR ROOF SLABS oOo l .(j '`7:• Y COMPRESSIBLE FILLER TAPE WITH DAMP- PROOFING. 1 1/2" O.D. GRAB BAR (SEE TOILET ABOVE AND BELOW BEFORE "CLOSING UP" THE WALL. [No. 1. SEALANT --- ACCESSORIES SPEC) (E:2.CONSTRUCT RATED AND/OR SMOKE 3/8" DIA.'WICK ROPE o 'WALLS FIRST AND THEN CONSTRUCT NOTES: LAID CONTN OVER MEMBRANE FLASHING AND---�- , FURR-OUT. EXTEND ALL LAYERS OF 1. SEE PLANS FOR LOCATION OF REINFORCED STUDS. 2.SEE OWNER FURNISHED EQUIPMENT BROCHURE TO IN CONTACT WITH VERT GYP. BD. t IGHi TO DECK TYPE X GYP BD & SEAL 'WITH DRYWALL DETERMINE THE EQUIPMENT IN OTHER SPACES REQUIRING ADJUSTABLE TRIANGULAR 'WICK ROPES. o o 1 COMPOUND OR FIRE CALK. REINFORCED STUDS. BRICK TIES WITH STRAPS (GYP. BD. MUST BE CUT TO WITHIN 1/4" OF DECK FLUTES.) ATTACHED TO MTL STUDS WITH "12 DIAMETER, 300 •NOTE: LOCATIONS FOR FURR-OUTS STAINLESS STEEL AS THIS BE MTL STUDS AT CADMIUM PLATED SCREWS C BY THEST APPROVEDSUCH ARCHITECT. 16" O.C. MAX 1 1/2" MIN. LENGTH, TIES SHALL BE LOCATED AT 1/2" EXT'R GYPSUM SHEATHING 16" O.C. HORIZONTALLY COMPLETELY COVERED WITH DAMPPROOFING. AND VERTICALLY. TYPICAL RATED AND/OR SMOKE DETA IL WICK ROPE WEEP5 TYPICAL FURR-OUT AT RAIN WATER DETA IL WALL PARALLEL TO METAL 12' 6' ° 1' DETA IL REINFORCED STUDS FOR °" 1' 2" 3„ 412,' 9' G' 3' 0 DETA II_ HANDICAP GRAB BAR ATTACHMENT 12' S' 6' 3' 0 DETA IL LEADER WHICH IS TOO LARGE TO 12,' s' 0 1' FIT INSIDE WALLA DECK FLUTES WALL HUNG EQUIPMENT IPMENT o� q o. y-� : • a �, � j- -� ' �-o, � :. , ROOF OR FLOOR DECK PER UL DESIGN NO. STEEL BEAM -SEE STRUCT. FIREPROOFING O.-CTIN PER UL DESIGN NO. -CONTINUOUS INTO DESIGN FLUTES OF DECK ABOVE-TYP. •� ONE OR TWO LAYERS 20 GAGE "Z" CLIP Ai 16" O.C. OF TYPE X GYP BD FLOOR OR ROOF DECK PER UL DESIGN N0. FASTENED TO BEAM BEFORE SPRAY EACH SIDE AS REO'D FIREPROOFING IS APPLIED '1" EXTEND SPRAY FIREPROOFING SEE 'HALL SYMBOLS LEGEND ON THE INDEX INTO FLUTES OF DECK (TYP) 20 GA MTL STUD ATTACHED TO VERTICAL STUDS SHEET --, SEAL GYP. BD, TIGHT TO FIREPROOFING - ALL LAYERS CUT ALL LAYERS OF GYP GYP BD (BY "DIMPLING" OR FIRE CALK.) BD TO FIT WITHIN 1/4' FASTEN METAL STUD RUNNERS TO 'Z' CLIPS METAL STUDS AT OF DECK FLUTES _ _ D D D -- --•'- --A--- ->--- 1'-2 16" O.C. MAX DETA IL TYPICAL RATED AND/OR SMOKE 2' 6' O I' WALL UNDER BEAM GYP BD SEALED TIGHT 1 1 TO DECK WITH MATERIAL p p p CALLED FOR IN THE WALL7 ' SYMBOLS LEGEND ON THE CALK-TYP. 3/4'PARTICLEBOARD SHELF & WOOD FRAMING TO BE PAINTED — �. 4' MIN. NOTE: SEE OWNER FURNISHED EQUIP BROCHURE FOR MORE DETAILED MOUNTING INSTRUCTIONS. INDEX SHEET LESS MTL STUDS AT 16'D.C. THAN DIMPLE GYP BD INTO t/4' ` SPRAY FIREPROOFING - F r ffl 1r1T-r1T1T1t1 1 _r1Tl tlrl + / F- 5/C. MTL STUDS AT *7 OR SEAL WITH FIRE CAL I } �� /� l6' O.C. MAX. 1 2"X 4" F.RT.'WOOD FRAMING TO LAY ON i0P OF CLG GRID TOP OF CEILING GRID AND BOTTOM 20 GA Z-CLIP AT EACH STUD I [ATTACH Z-CLIP TO BEAM BEFORE APPLYING SPRAY -. FIREPROOF WGl 1" X 3" FASTENED TO WALL u d.� _ W/ 1/4' DIAMETER TOGGLE i -. �i FINISH CEILING �/ STUD KICKERS - Q 4'-0' O.C. MAX. OF 2"X 4" F. RT. WOOD - 2 1/2" MIN MTL STUD AT BOLTS W/ WASHERS. 3p CALK-TYP. ~ w r�—_ ROOF OR FLOOR DECK PER �— EACH VERT SPUD I - MTL STUDS Q 16" O.C. GYP BD UL DESIGN NO. CUT GYP BD TO FIT 'WITHIN �� ONE OR TWO LAYERS OF I, - - _J GYP IN EA SIDE AS REO'D -�j SEE INDEX SHEET NOTE: 4' MIN. 1/4" OF DECK FLUTES & SEAL TIGHT TO DEC �I \`�-I _ ADD CENTER MTL ANGLE BRACKET SUPPORT FOR SPANS OVER 3'-0'. CONTN.20 GA MTL CLIP ANGLE ATTACHED AT 16'O.C. TO DECK BEFORE APPLYING . 44- FINISH CLG F.RT. 'WOOD SHIM NOTE: CONTN.METAL STUD RUNNER 2. PAINT SHELF AND FRAMING TO MATCH WALLS. 1" MIN CORNER BEAD FINISH CEILING SPRAY FIREPROOFINGD D GYP BD SEALED TIGHT Y PROVIDE SUFFICIENT HANGING SUP- PORT TO THE CEILING TRACK TO DECK WITH MATERIAL p b p 111 p AND/OR WD BLOCKING SO THE EXAM CALLED FOR IN THE WALL LIGHT IS PROPERLY SUPPORTED SYMBOLS LEGEND OF THE " .I INDEX SHEET COORD DIM WITH EOUIP TYPICAL RATED AND/OR SMOKE DETA IL TYP. CE IL ING DROP AT CHANGES 20 GA MrL Z-CLIP —EXTEND SPRAY MTL STUDS AT AT 16' O.C. ATTACHED FIREPROOFING INTO 116' O.C. MAX. & TO DECK BEFORE APPLYING FLUTES OF DECK-TYP AT VERT. JOINT ' 1 !TWO DETA IL TYPICAL CENTER MOUNTED WALL W ITH IN 12" OF SPRAY FIREPROOFING IL TYPICAL SHELF AT JANITOR12 DETAIL IN CEILING HEIGHTS AT LAY -IN CEILINGS 20 GA Z- U M1 LE GYIPPB2DBNTO SPRAY � 0 CA \ )CLIPS AT EACH FIREPROOFING OR SEAL WITH 12' 6' 0 I' , 1 1 , I I ' EXAM LIGHT 12" 6" Q 1 AT BEAM 6" 3;' 0 12 9 CLOSETS NO SCALE , T P S STUD FIRE CALMSHALL BE ONE OR TWO LAYERS OF 'TYPE .,` - ATTACHED TO X GYP BU EA SLUE AS RED'D .1 BEAM BEFORE TAPE AND FINISH JOINrs,AND SEAL ALL _ _ SEE INDEX SfIEET �- I APPLYING SPRAY2' I FIREPROOFING] X 4' F. RT. WD BLOCKING PENETRATIONS IN PARTITION EVEN THOUGH HIDDEN BEHIND FURR DOWN AND/OR 'WALL CABINET -L 'I i METAL AT CALK-TYP (MAINTAIN INTEGRITY OF RATED AND/OR SMOKE WALLS) STUDS 16'D.C.MAX FASTEN METAL STUD RUNNERS TO 'Z' CLIPS II I ; A IL TYPICAL RATED AND/OR tr' 6" 0 SMOKE WALL UNDER BEAM h I II HOLLOW METAL DOOR FRAME <ITL"iIF�Lr GYP BD I �w FINISH CEILING a 3 MIN MTL FIN.CEILING F. RT. WD OR PIPE SPACER CUBICLE CURTAIN TRACK "8 TRUSS HEAD WD.SCREWS EDGE OF RESILIENT FLOORING BELOW J STUDS Ai 16"O.C.MAX UOS FILL ENTIRE VOID WITH SEFING INSULATIO NOTES: CARPET , 1. CONTR TO VERIFY CUBICLE CURTAIN TRACK CLEARANCE CARPET DIVIOER CORNER BEAD WITH LIGHT FIXTURES,MECH DIFFUSERS ANTSPRINKLER HEADS, STRIP BELOW WALL CABINET 1/4" MAX.GAP TOLERANCE TYPICAL 2. PROVIDE SUFFICIENT HANGING SUPPORT TO THE CEILING (VERIFY DEPTH TRACK AND/OR WOOD BLOCKING SO THE CUBICLE CURTAIN TRACK AND MOUNTING CUT GYP BD TO FIT WITHIN --<Q - l:Q�'. �o WILL SUPPORT THE WEIGHT REQUIRED IN THE SPECIFICATIONS. CALK _ HEIGH -r) FLUTES OF MTL DECK AND �n - - SEAL TIGHr r0 DECK WITH MATERIAL CALLED FOR IN THE -, .'.'1 - WALL SYMBOLS LEGEND ON _ _ _ L- T- METAL STUDS WITH TYPE X GYPSUM BOARD DETA IL ATTACHMENT OF CUBICLE 15 1" 0" JAMB18 DETA IL FURR DOWN ABOVE WALL CAB )NET THE INDEX SHEET -- --.- - - EACH SIDE (ONE OR TWO 1'• 2" 3" CURTAIN TRACK 12" 6" o r I j LAYERS AS REQUIRED DIMPLE ALL LAYERS OF ' FOR ONE OR TWO GYP BD INTO SPRAY MTL STUDS BEYOND I �✓"' ' I HOURWAI RATED OR SMOKE / FIREPROOFING DOTTED LINE TYPICAL \ ct i I I I i \`\,1 � � PIPE, CONDUIT, ETC... TYPICAL PIPING INSULATION G INSULATION f F REOU)RED). INSULATION FIRE BARRIER SEAL ruin BY I T i--� i JLINE OF DOORAMB BEYOND -4- SHALL NOT PENETRATE DIMPLSPRAYINFIREPROOFING iO f I _ = ii� G i SLAB. STEEL PIPE M1�'•''--� SLEEVE EXTENDED 1 1/2" I I I OR SEALING WITH FIRE CALK I I I I ;' , i I---;,-.ii� y � � i �� G GYP BD VINYL WALL COVERING MOUNT CARPET DIVIDER STRIP (0 RESILIENT I I I I ABOVE SLAB 1 1/2" MIN. —\� ________1 1 I •. i� , SEALANT FLOORING WITH ADHESIVE I I SEAL TIGHT LJ J (TYPICAL ABOVE MAX.G" GYP.BD CANTILEVER TYPICAL I �� FLOORING I u BELOW SLAB) (NOTE: GYP. BD. MUST SPAN A I MINIMUM TWO STUDS BEFORE CANTILEVER) I i 20 CA Z CLIP$ '-•� ATTACHED TO ; , BEAM BEFORE APPLYING SPRAY _ FIREPROOFING CAP STRIP > v ¢ SOLID RESILIENT FLOORING w CARPET RESILIENT �\ \ ADHESIVE ADHESIVE \\\ , p D D o 0 o n TAPER FROM EDGE OF RESILIENT FLOORING WITH ADHESIVE OR SPRAY FIREPROOFING UL DESIGN NO. TL. BEAM �ISEE STRUCT.) 1•., i " PER t RADIUS RUBBER FILLET STR[ I I I I I I I I FLOOR SLAB PER UL DESIGN NO. - I I I I SEE STRUCTURAL SPRAY •--� SPRAY FIREPROOFING UL DESIGN NO. CEMENTITIOUS MATERIAL SILL I I I I 4- L41— TYPICAL RATED AND/OR SMOKE WALL PERPENDICULAR ATTACHMENT OF RATED AND/OR SOLID RESILIENT FLOORING WITH DETA IL TO METAL DECK FLUTES 12' 6' ° '" DETA IL SMOKE WALL TO 14TRANSITION N.T.S. WEB OF BEAMS DETA IL INTEGRAL COVED BASE 12: 1,' 6' 3 . 9 DETAIL CARPET / RESILIENT TENT TILE E FLOORING 17 0 " z" 3" AT DOOR FRAME DETA IL PENETRATIONS AT SLAB -13 NO SCALE V I _c W U) z LL — Q C 0 U) z a E � T ._1_ [) I— ,E_ F—I L CO V / Q T_ U) w T_ a q�/�r U \y Q V a +_J Cur Z C +� O CL a Q) 0 Q Q �_ n 7 Q a J O Z L a J o -� a o Q 0 W uj UJum v w F- -x O L 0 N w tr O LEFT M ISC. DETAILS FILE: 15201 DATE: 4-23-92