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HomeMy WebLinkAbout41 UNDERSIDE OF STRUCTURE II o CEILING LINE SIL v c a 79 �n L6 0 0 FLOOR LINE I 02 002 _ ACOUSTICAL SEALANT AT STRUCTURAL DECK CONTINUOUS METAL RUNNER W7 DEFLECTION TRACK / ACOUSTICAL SEALANT AT STRUCTURAL DECK CONTINUOUS METAL RUNNER DEFLECTION TRACK 3 02 00 t / ACOUSTICAL SEALANT AT STRUCTURAL DECK CONTINUOUS METAL RUNNER r W8 DEFLECTION TRACK _ — — — — — — — — — — — — — — — — — #_*4, 7 — — — — — — — — — — — — — — A A 10 5/8" GYPSUM WALLBOARD EACH SIDE. USE TYPE X AT RATED ASSEMBLIES ACOUSTICAL BATT INSULATION 3-5/8" INTERIOR METAL FRAMING AT 16" O.C. CONTINUOUS METAL RUNNER TRACK ACOUSTICAL SEALANT AT PERIMETER OF BOTH SIDES HOLD GYPSUM BOARD 1/2" ABOVE F.F. W3 SHAFTWALL J TRACK 1" FIRE -SHIELD SHAFTLINER I -STUD — 24" O.C. 5/8" FIRE -SHIELD GYPSUM BOARD CONCRETE MASONRY UNITS_ - REFER TO PLANS FOR SIZE 1 HOUR RATED CEILING UL U469 J TRACK 1" FIRE -SHIELD SHAFTLINER I -STUD — 24" O.C. 5/8" GYPSUM WALLBOARD EACH SIDE. USE TYPE X AT RATED ASSEMBLIES ACOUSTICAL BATT INSULATION W7 3-5/8" INTERIOR METAL FRAMING C AT 16" O.C. (2) LAYER 5/8" — FIRE -SHIELD GYPSUM BOARD CONCRETE MASONRY UNITS - REFER TO PLANS FOR SIZE 2 HOUR RATED CEILING UL U438 03 HORZ. SHAFTWALL CEILING ASSEMBLIES SCALE: 3i4 — 1'-0" i CONTINUOUS METAL RUNNER TRACK ACOUSTICAL SEALANT AT PERIMETER OF BOTH SIDES HOLD GYPSUM BOARD 1/2" ABOVE F F W2 POWDER DRIVEN FASTENER AT EACH END OF PLATE 3"X 1'-3" 16 GA PL 016'OC DEEP LEG CFMF TRACK SECURE CONT TRACK AT #1 2 SHEET METAL SCREW AT EACH PL. (2) PER PL PROVIDE FOR 1" VERT MOVEMENT TYP r� 5/8" GYPSUM WALLBOARD AT ROOM SIDE. USE TYPE X AT RATED ASSEMBLIES ACOUSTICAL BATT INSULATION 7 3-5/8" INTERIOR METAL FRAMING C AT 16" O.C. CONTINUOUS METAL RUNNER TRACK ACOUSTICAL SEALANT AT PERIMETER OF BOTH SIDES PARALLEL TO STRUCTURE HOLD GYPSUM BOARD 1/2" ABOVE F.F. W1 INt CJI MtIAL UtC-K/ :ONCRETE SLAB VHERE OCCURS JOTCH GWB AT SHAPE FOR 1" /ERT. MOVEMENT ;EFER FLOOR PLAN OR PARTITION TYPE REFER PARTITION SCHED FOR THICKNESS 4 5 WALL TAG: (DENOTES WALL TYPES ON PLAN) — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — W8 _I♦ A i Ci ANGLE CLOSURES WELDED TO FLUTE TO FLUTE METAL DECKING CONDITION. METAL DECK/CONCRETE SLAB WHERE OCCURS 02 GYPSUM PARTITION HEAD AT STRUCTURE SCALE: 3/a..= i.o.. 12 GA VERTICAL AT 4'-0" O C. PROVIDE DIAGONAL CFMF BRACES ALTERNATING SIDES AT 4'-0" O C. TO STRUCTURE ABOVE REFER FLOOR PLAN FOR PARTITION TYPE REFER PARTITION SCHED FOR THICKNESS 45° 12 GA. SPLAY WIRE BRACING PLANE OF MAIN RUNNER (4) DIRECTIONS AT 4'-0" O.0 ANCHOR RUNNER TO CEILING TEE. DO NOT ANCHOR TO MAIN CEILING RUNNER. SCHED ACOUSTICAL PANEL CEILING REFER DWGS AND INTERIOR DRAWINGS. COMPRESSIBLE GASKET BETWEEN RUNNER AND CEILING TEE TYPICAL Ol GYPSUM PARTITION HEAD AT CEILING WALL TYPE —WT WH HEIGHT ATTRIBUTES ( EXTEND WALL TO STRUCTURAL DECK U.N.O.) A - EXTEND WALL TO 6" ABOVE CEILING. C - EXTEND WAIL TO CEILING. GENERAL WALL NOTES: A. ALL DIMENSIONS ARE TO FACE OF MASONRY OR FINISH FACE OF GYPSUM BOARD. B. FIELD VERIFY ALL EXISTING CONDITIONS: ALL NEW WALLS ABUTTING EXISTING WALLS SHALL MATCH EXISTING CONDITIONS. C. PROVIDE BULLNOSE CONCRETE MASONRY UNITS AT ALL NEW EXPOSED WALL OPENINGS, WINDOW OPENINGS, DOOR AND CORNERS UNO. REFER TO DOOR DETAILS FOR INSTALLATION OF BULLNOSE AT DOOR OPENINGS. D. PROVIDE METAL TRIM AT THE EDGES OF ALL GYPSUM WALLBOARD WHERE IT ABUTS ANOTHER MATERIAL AND WHERE EDGES ARE EXPOSED TO VIEW. E. DIVIDE ALL GYPSUM WALLBOARD AREAS WITH CONTROLJOINTS NOT EXCEEDING 30 FEET IN EITHER DIRECTION OR AS SHOWN OTHERWISE. CONFIRM LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. PROVIDE RATED CONTROL JOINTS IN FIRE RATED PARTITIONS. F. PROVIDE MASONRY REINFORCEMENT IN ALL SINGLE AND MULTIPLE WYTHE WALLS AND PARTITIONS PER STRUCTURAL DRAWINGS. G. APPROPRIATE RATED FIRE DAMPERS ARE REQUIRED IN DUCTS WHICH PENETRATE RATED PARTITIONS. DUCTS, PIPES AND CONDUIT MUST BE SEALED AT PERIMETERS WHERE PENETRATIONS THRU RATED PARTITIONS OCCUR. REFER TO MECHANICAL DOCUMENTS. H. ACOUSTICAL SEALANT IS REQUIRED AT THE PERIMETER OF ALL WALLS (HEAD/SILL) INCLUDING EXISTING WALLS. J. PROVIDE TILE BACKER BOARDS AT METAL STUD PARTITIONS SCHEDULED TO RECIEVE WALL TILE. LIMITING STEEL FRAMING HEIGHTS -- INTERIOR PARTITIONS �— PROVIDE FOR 1" VERTICAL MOVEMENT. DEEP LEG CFMF CONT. LU z SCREW GWB TO TRACK. SECURE USING O O VERTICAL STUDS ONLY POWDER DRIVEN FASTENERS w 0, 0 z w O� z w AT EACH LOW END OF Z o Q V o REFER FLOOR PLAN FLUTE. (2) PER FLUTE w C< LU � 0 FOR PARTITION TYPE < L REFER PARTITION SCHED a— w FOR THICKNESS STANDARD SYSTEMS PERPENDICULAR TO STRUCTURE 02 GYPSUM PARTITION HEAD AT STRUCTURE SCALE: 3/a..= i.o.. 12 GA VERTICAL AT 4'-0" O C. PROVIDE DIAGONAL CFMF BRACES ALTERNATING SIDES AT 4'-0" O C. TO STRUCTURE ABOVE REFER FLOOR PLAN FOR PARTITION TYPE REFER PARTITION SCHED FOR THICKNESS 45° 12 GA. SPLAY WIRE BRACING PLANE OF MAIN RUNNER (4) DIRECTIONS AT 4'-0" O.0 ANCHOR RUNNER TO CEILING TEE. DO NOT ANCHOR TO MAIN CEILING RUNNER. SCHED ACOUSTICAL PANEL CEILING REFER DWGS AND INTERIOR DRAWINGS. COMPRESSIBLE GASKET BETWEEN RUNNER AND CEILING TEE TYPICAL Ol GYPSUM PARTITION HEAD AT CEILING WALL TYPE —WT WH HEIGHT ATTRIBUTES ( EXTEND WALL TO STRUCTURAL DECK U.N.O.) A - EXTEND WALL TO 6" ABOVE CEILING. C - EXTEND WAIL TO CEILING. GENERAL WALL NOTES: A. ALL DIMENSIONS ARE TO FACE OF MASONRY OR FINISH FACE OF GYPSUM BOARD. B. FIELD VERIFY ALL EXISTING CONDITIONS: ALL NEW WALLS ABUTTING EXISTING WALLS SHALL MATCH EXISTING CONDITIONS. C. PROVIDE BULLNOSE CONCRETE MASONRY UNITS AT ALL NEW EXPOSED WALL OPENINGS, WINDOW OPENINGS, DOOR AND CORNERS UNO. REFER TO DOOR DETAILS FOR INSTALLATION OF BULLNOSE AT DOOR OPENINGS. D. PROVIDE METAL TRIM AT THE EDGES OF ALL GYPSUM WALLBOARD WHERE IT ABUTS ANOTHER MATERIAL AND WHERE EDGES ARE EXPOSED TO VIEW. E. DIVIDE ALL GYPSUM WALLBOARD AREAS WITH CONTROLJOINTS NOT EXCEEDING 30 FEET IN EITHER DIRECTION OR AS SHOWN OTHERWISE. CONFIRM LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. PROVIDE RATED CONTROL JOINTS IN FIRE RATED PARTITIONS. F. PROVIDE MASONRY REINFORCEMENT IN ALL SINGLE AND MULTIPLE WYTHE WALLS AND PARTITIONS PER STRUCTURAL DRAWINGS. G. APPROPRIATE RATED FIRE DAMPERS ARE REQUIRED IN DUCTS WHICH PENETRATE RATED PARTITIONS. DUCTS, PIPES AND CONDUIT MUST BE SEALED AT PERIMETERS WHERE PENETRATIONS THRU RATED PARTITIONS OCCUR. REFER TO MECHANICAL DOCUMENTS. H. ACOUSTICAL SEALANT IS REQUIRED AT THE PERIMETER OF ALL WALLS (HEAD/SILL) INCLUDING EXISTING WALLS. J. PROVIDE TILE BACKER BOARDS AT METAL STUD PARTITIONS SCHEDULED TO RECIEVE WALL TILE. LIMITING STEEL FRAMING HEIGHTS -- INTERIOR PARTITIONS LU z O O O < O w 0, 0 z w O� z w LU a a Z o Q V o Z w v) ne Z w ne g V w C< LU � 0 N < L Q O a— w a N w STANDARD SYSTEMS 1 5/8" 25-(0.0179") 16" L/240 8'-3" 9'-6" 10'-6" 24" L/240 7-3" 8'-3" 8' 9" 2-1/2" 25-(0.0179") 16" L/240 1 1'-0" 12'-6" 13'-6" 24" L/240 9'-9" 10'-9" 2-1/2" 22-(0.0270") 16" L/240 12'-0" 13'-0" 14'-0" 24" L/240 10'-6" 11'-6" 12'-3" 2-1/2" 20-(0.0329") 16" L/240 13'-0" 14'-0" 14'-9" 24" L/240 11'-6" 12'-3" 13'-0" 3-5/8" 254.0179") 16" L/240 14'-6" 16-0" 16'-9" 24" L/240 12'-9" 13'-6" 13'-6" 3-5/8" 22-(0.0270") 16" L/240 16'-0" 17-3" 18'-0" 24" L/240 14'-0" 15'-0" 15'-9" 3-5/8" 20-(0.0329") 16" L/240 17'-3" 18'-3" 19'-0" 24" L/240 15'-0" 16-0" 16-6" 6" 25-(0.0179") 16" L/240 20'-0" 20'-0" 20'-0" 24" L/240 15'-0" 15'-0" 15'-0" 6" 22-(0.02701 16" L/240 25'-3" 26-0" 23'-9" 24" L/240 22'-0" 22'-9" 20'-9" 6" 20-(0.0329") 16" L/240 26'-6" 2T-6" 25'-6" 24" L/240 23'-3" 24'-0" 22'-3" O o O = < = < SHAFTWALL SYSTEMSN Ciece 2-1/2" 25-(0.0199") 24" L/240 12'-1" 11'-8" C -H STUDS 2-1/2" 22-(0.0294") 24" L/240 14'-11" 13'-7" C -H STUDS 2-1/2" 20-(0.0341") 24" L/240 15'-3" 14'-0" C -H STUDS 4" 25-(0.0199") 24" L/240 16-11" 15'-10" C -H STUDS 4" 20-(0.0341 ") 24" L/240 18'-2" 17-6" C -H STUDS 6" DBL 25-(0.0199") 24" L/240 26'-3" 25'-3" E STUDS 6" DBL 20-(0.0341 ") 24" L/240 28'-0" 28'-0" E STUDS NOTE: " = AT FRAMING EXCEEDING 12'-0" HEIGHT, PROVIDE BRACING AT MID HEIGHT LOCATION, BUT NOT TO EXCEED 12'-0" MAX. LINTEL SCHEDULE U.N.O. SPAN LINTEL SIZE </= 6'-0" 2-4"Xl 6GA. METAL CEE STUDS > 6'-0" - </= 8'-0" 2-6"Xl 8GA. METAL CEE STUDS > 8'-0" - </= 10'-0" 2-6"X 16GA. METAL CEE STUDS 5 1❑ C all SII ENGINEER 9 QUTTC L ACXLJ CONSULTINGG ENGINEERS 9229 DELEGATES ROW, SUITE 550 INDIANAPOLIS, IN 46240 317.706.2075 WWW .LACQUIS.COM CONSULTANT t i 61 8 East Market Street Indianapolis, Indiana 46202 pr'1: 260162 ix317/264.81o5 A x ox�sah.�om I Maij 13, z IIIIIIDp �G1SrFRF, �O 2 No. � Y Q AR -19400087 �* STATE OF ,,� 7 D \JP -IRCHII A PROJECT tz_ 14 CARMEL MASTER F FIRE STATION Steven A. Couts Fire Headquarters, Station 41 2 Civic Square Carmel, In 46032 MARK DATE DESCRIPTION ISSUE [ CLIENT PROJEC CAD FI L DRAWN CHECKE © Copyrig SHEET TITLE WALL TYPES AND DETAILS A002