The URL can be used to link to this page

12-86 1OF7-202M L K J I G F C 0 n it 1 2 I 3 1 4 STRUCTURE ABOVE 5 WHERE GYP. BOARD EXTENDS UP TO STRUCTURE PROVIDE CONT. SEALANT AROUND STRUCTURE & ALL PENETRATIONS EXTENDED ONE SIDE OF GYP. BD. TO UNDERSIDE OF STRUCTURE SLAB AT 'ARTITION TYPES P -9A & P -9C ONLY 3 11Z SOUND BATT FIBERGLASS NSULATION ® PARTITION TYPES P -9B & P -9C METAL STUD BRACE ® CEILING FIN. CLG. AS SCHEDULED 3 5/8" MTL. STU D 24" O.C. UP TO STRUCTURE kBOVE 5/8" GYP. BD. 20 GA. X 3" M ETAL STRAP O.C. SEALANT FIN FLOOR & BASE AS SCHEDULED P-9 AS SHOWN. 1p _9A TO SAME UNDERSIDE OF STRUCTURAL SLABD EXTENDED 1p_g B B SAM E INSULATIONXCEPT 3 1/2" SOUND P — 9 C gq�E INSULATION x& GYP. BO RD EXTENDED TO UNDERSIDE OF STRUCTURAL SLAB STRUCTURE ABOVE EXPOSED JOINTS TOOLED 5/8" 3 -COAT PORTLAND CEMENT PLASTER BOTH SIDES ® PARTITION TYPE P -20B . 5/8" 3 -COAT PORTLAND CEMENT PLASTER ONE SIDE ® PARTITION TYPE P -20A + + + I 8" CONCRETE BLOCK. SEE STRUCTURAL DWGS. FOR REINFORCEMENT, FOUNDATIONS AND CONNECTIONS DETAILS. 2 HOUR RATED BLOCK AT PARTITION TYPES P -20C & "TYPE 4 HR. RATED BLOCK AT PARTITION P -20E FINISH FLOOR & BASE AS SCHEDULE FIRE SEALANT (BOTH SIDES) JvnlON ONE SIDE P - 2 0 AS SHOWN. OA ON ONE SIDE 0 EXCEPT PORTLAND CEMENT PLASTER 0 7 0 9 10 STRUCTURE ABOVE 11 WHERE GYP. BOARD EXTENDS UP TO STRUCTURE PROVIDE CONT. SEALANT AROUND STRUCTURE & ALL PENETRATIONS EXTENDED ONE SIDE OF GYP. BD. TO UNDERSIDE OF STRUCTURE SLAB AT PARTITION TYPES P -10A & P -10C ONLY EXTEND BOTH SIDES OF GYP. BD. TO UNDERSIDE OF STRUCTURAL SLAB AT PARTITION TYPES P -10B ONLY 3 11Z SOUND BATT FIBERGLASS INSULATION ® PARTITION TYPES P -10C ONLY METAL STUD BRACE ® CEILING FIN. CLG. AS SCHEDULED 3 5/8" MTL. STUD 24" O.C. UP TO STRUCTURE ABOVE 5/8" GYP. BD. METAL STUD BRACE BRACE AS REQUIRED 4' -0" O.C. SEALANT @ BOTH SIDES FIN FLOOR & BASE AS SCHEDULED P — 1 0 AS SHOWN. 1p — 1 OA 1 TO UNDERSIDE OF STRUCTURALMS BOARD EXTENDED IP— 1O BI SAME ENDED TO UNDERSIDE OFi STRUCTURAL SLAB D SAME AS P -10 EXCEPT 3 117' SOUND p 1 OCI BATE INSULATION &GYP. BOARD EXTENDED TO UNDERSIDE OF STRUCTURAL SLAB STRUCTURE ABOVE USE FKS INSULATION BOARD OR COVER WITH DRYWALL IN ALL RETURN AIR PLENUMS 3/4" RIGID INSULATION BOARD ® PARTITION TYPES P -22A , P -22C & P -22D EXTEND TO UNDERSIDE OF STRUCTURAL SLAB 5/9'-3 COAT PORTLAND CEMENT PLASTER ® PARTITION TYPES P -228 P -22C & P -22D CEILING AS SCHEDULED 7 1" X 3" P.T. WOOD BLOCKING ® CEILING & BASE (TYPICAL) 8" CONCRETE BLOCK. SEE STRUCTURAL DWGS. FOR REINFORCEMENT, FOUNDATIONS AND CONNECTIONS DETAILS. 2 HR. MIN. RATING SAME AS P -22 EXCEPT WITH PORTLAND CEMENT PLASTER . SAME AS EPT EXCEPT PORTLAND CEMENT II II II II II + + + + ON BOTH SIDES + + + I I �, I II II PCE P -20 EXCEPT 2 HOUR RATED CONCRETE Hr BLOCK A AS EXCEPT WITH BOCK. ND 'Z 2 HOUR RATED CONCRETE SEE PLAN BLOCK OR SHAFT SIZE P -20 EXCEPT 4 HOUR RATED CONCRETE P— 2 0 E BLOCK EXTEND BOTH SIDES OF GYP. BD. TO UNDERSIDE OF STRUCTURAL SLAB AT PARTITION TYPES P -10B ONLY 3 11Z SOUND BATT FIBERGLASS INSULATION ® PARTITION TYPES P -10C ONLY METAL STUD BRACE ® CEILING FIN. CLG. AS SCHEDULED 3 5/8" MTL. STUD 24" O.C. UP TO STRUCTURE ABOVE 5/8" GYP. BD. METAL STUD BRACE BRACE AS REQUIRED 4' -0" O.C. SEALANT @ BOTH SIDES FIN FLOOR & BASE AS SCHEDULED P — 1 0 AS SHOWN. 1p — 1 OA 1 TO UNDERSIDE OF STRUCTURALMS BOARD EXTENDED IP— 1O BI SAME ENDED TO UNDERSIDE OFi STRUCTURAL SLAB D SAME AS P -10 EXCEPT 3 117' SOUND p 1 OCI BATE INSULATION &GYP. BOARD EXTENDED TO UNDERSIDE OF STRUCTURAL SLAB STRUCTURE ABOVE USE FKS INSULATION BOARD OR COVER WITH DRYWALL IN ALL RETURN AIR PLENUMS 3/4" RIGID INSULATION BOARD ® PARTITION TYPES P -22A , P -22C & P -22D EXTEND TO UNDERSIDE OF STRUCTURAL SLAB 5/9'-3 COAT PORTLAND CEMENT PLASTER ® PARTITION TYPES P -228 P -22C & P -22D CEILING AS SCHEDULED 7 1" X 3" P.T. WOOD BLOCKING ® CEILING & BASE (TYPICAL) 8" CONCRETE BLOCK. SEE STRUCTURAL DWGS. FOR REINFORCEMENT, FOUNDATIONS AND CONNECTIONS DETAILS. 2 HR. MIN. RATING 3/4" METAL FURRING ® 24" O.C. 5/8" GYP. BD. (NO BOARD ® PARTITION TYPE FINISH FLOOR & BASE AS SCHEDULE SEALANT AS SHOWN. P -22 1p — ? SAME AS P -22 EXCEPT WITH INSULATION BOARD P 2g SAME AS P -22 EXCEPT WITH PORTLAND CEMENT PLASTER . SAME AS EPT EXCEPT PORTLAND CEMENT PLASTER IP-2 0 B ON BOTH SIDES PCE P -20 EXCEPT 2 HOUR RATED CONCRETE P— Z ocl BLOCK A AS EXCEPT WITH BOCK. ND P -z0 EXCEPT 2 HOUR RATED CONCRETE P— 2 0 D BLOCK P -20 EXCEPT 4 HOUR RATED CONCRETE P— 2 0 E BLOCK �+, •" - - r 4.- ALL EXPOSED BLOCK WALLS SHALL HAVE CONCAVE TOOLED JOINTS. 5.- PROVIDE MIN. DOUBLE 20 GA. METAL STUDS AT BOTH P -20 EXCEPT 3 HOUR RATED CONCRETE P0 F BLOCK � 2 3 ISSUE DATE 4 5 6 7 3/4" METAL FURRING ® 24" O.C. 5/8" GYP. BD. (NO BOARD ® PARTITION TYPE FINISH FLOOR & BASE AS SCHEDULE SEALANT AS SHOWN. P -22 1p — ? SAME AS P -22 EXCEPT WITH INSULATION BOARD P 2g SAME AS P -22 EXCEPT WITH PORTLAND CEMENT PLASTER . SAME AS EPT INSULATION BOARD AND P-2 2C PORT NDPCE ENTCPLAS ERH PCE IP-22D E PORTLAND ENT PLAS ERH &NNO GTYPNBD.ARD A AS EXCEPT WITH BOCK. ND CEMENT PLASTER IP-22E ANDE2 HR. RATED CONCRETE FL. ARCHITECT S I 9 I 10 12 13 14 I 15 is i 17 OUSTICAL SEALANT RUCTURE BEAM '4' FURRING CHANNELS ® 16 O.C. '2" FIBERBOARD BETWEEN TOP TRACT AND STRUCTURE 518" METAL STUDS '4' COLD ROLLED CHANNELS ® 3RD. POINTS ' PARTITION. STAGGERED AND SCREWED TO STUDS )UBLE ROW OF 3 5/8" METAL STUDS ® 16" O.C. AGGERED LAYERS OF 5/8" TYPE "X" GYPSUM BOARD )TH SIDES SEMI -RIGID SOUND INSULATION BOARD, 2.5 LB. 'NSITY - CREASED W CUT SLAB 1/4!' WIDE X 3/4" DEEP AT CENTERLINE PARTITION OUSTICAL SEALANT BOTH SIDES P -11 AS SHOWN. 2 HR. RATED PARTITION UL # U493 11 I 12 I 13 NOTE: CONSTRUCT THE PARTITION WITH ALL THE REQUIREMENT OF THE UL TESTED SYSTEM PREFERRED. m ltl NATIONAL CITY CENTER P.O. BOX 7033 INDIANAPOLIS, IN 46207 (317) 636 -1600 K I THE CCOMRAS COMPANY 111.1 Lincoln Road Mall Suite 510 Miami Beach, FL. 33139 (305) 532-0433 A I 0 x E-4 H 0 sn G ARCHIY'Eam • ENGwmuNG PLANNING -UMMOR DESIGN 14 I 15 I 16 I 17 I 18 I I o 5960 S.W. 57TH AVE. PARTITION TYPE GENERAL NOTES 331413 FLORIDA (305) 666 -5474 1.- ALL INTERIOR FRAME PARTITIONS ARE P -1, UNLESS OTHERWISE NOTED. E FAX (305) 666 -4994 A.A.C. 000404 2.- ALL EXTERIOR BLOCK WALLS ARE TYPE P -20A, UNLESS MARCEL R. MORLOTE, A.I.A. OTHERWISE NOTED. FL. ARCHITECT FL. ARCH. REG. NO. 9564 3.- SEE FINISH SCHEDULES (A7.07 & A7.08) FOR LOCATIONS OF WALL TILE. AT THESE LCATIONS SUBSTITUTE 5/8" CEMENT TILE BACKER BOARD IN LIEU OF 5/ GYPSUM BOARD. �+, •" - - r 4.- ALL EXPOSED BLOCK WALLS SHALL HAVE CONCAVE TOOLED JOINTS. 5.- PROVIDE MIN. DOUBLE 20 GA. METAL STUDS AT BOTH L LLt ��' :• -� j;;: -� SIDES OF DOORS IN INTERIOR FRAME PARTITIONS. � - ISSUE DATE 6.- PROVIDE MIN. 20 GA. METAL STUDS AT PARTITIONS - WITH WALL CABINETS. _ 7.- SEE SHEET A7. -- FOR FIRE RATED WALL PENETRATION DETAILS. c _ REVISION DATE PRICING DOC. 8.- NOT ALL PARTITION TYPES DETAILED ON SHEET A7. -- AND A7. -- ARE APPLICABLE. - - O - Z - U _w .0 .3: CADD FILE NAME A706- RT.DWG DRAWING TITLE PATITION TYPES SHEET NUMBER A AT06 14 I 15 I 16 I 17 I 18 I I o