Loading...
12-965-012W. m a� i; 0 a N 0 N M ui v 0 0 - a c ca E v a� c c� 'o a 0 c 0 v 0_ L W C a� a� i I Kim W 0 0 .o 0 ai METAL SUPPORT DETAIL 3 -5/8" 20 GAUGE GALV. METAL STUDS 16" O.C. MAXIMUM SHEET METAL SCREWS NOTE: ATT. CONTRACTOR: OPTION USE 8 "X10" GA. GALV. METAL FLAT STUDS FOR BACKING OR FIRE RETARDANT TREATED LUMBER. CONT. 20 GAUGE GALV. METAL RUNNER CHANNEL CUT FLANGE FEC /FHC DETAILS 2-1/2" GALV. METAL STUDS @ 16" O.C. 3 -5/8" GALV. METAL STUDS CAA 16" O.C. 5/8" TYPE X GWB TOP, BOTTOM, AND SIDES RECESSED METAL FIRE HOSE CABINET (SEE PLUMBING DRAWINGS) 5/8" TYPE X GWB CONT. RUNNER TRACK CONC. FLOOR SLAB METAL SUPPORT FOR WALL MOUNTED EQUIPMENT, � � FIRE HOSE CABINET SECTION DETAIL ACCESSORY OR CASEWORK M EXT1413111,ASWR caerFr a&M-aa) FIRESTOP DETAILS -- STEEL STUD 5/8" TYPE X GWB DEEP • MINERAL FIBER SAFING INSULATION 20 MSG IIII) ■IIII �� 1111 RUNNER r TO STUDS �i RATED OR GWB. CEILING OR GWB MEMBRANE A�-runr% " w " METHOD "C" 3 -5/8" 20 GAUGE CHANNEL BRACE 4' -0" O.C. MAX. 5/8" TYPE X GWB SCREWED TO RUNNER CHANNEL 4#AIT,Rit0: 1HN1?19 i RATED LAY —IN OR GWB. CEILING STEEL STUD TWO IMPALING CLIPS PER STUD SPACE 5/8" TYPE X GWB MIN. 4" DEEP CONT. MINERAL FIBER SAFING INSULATION RATED LAY —IN OR GWB. CEILING STEEL STUD TO STRUCTURE ABOVE OR BRACE 4' -0" O.C. 5/8" TYPE X GWB 20 MSG RUNNER CHANNEL SCREWED TO STUDS LAY —IN OR GWB. CEILING _MAIL TO BE USED ONLY WHERE SPECIFICALLY NOTED ON PARTITION DETAILS DRAWINGS METHOD "D" A13.2 THRU A13.6 u,,a 16 GAUGE SHEET STEEL IMPALING CLIP NOTE: REFER TO DWGS Al2.2 THRU Al2.5 FOR FIRESTOPPING REQUIREMENTS IMPALING CLIP APPROVED By MIAMI -DADf CQUKff FIRE DR RTMENT M,BI.tIC�. Pfxi' W j AT8R EiCi1 N0�f DATE li 5/8" GWB ON 3 -5/8" 25 GA GMS 3 -5/8" 20 GA GMS FIRE EXTINGUISHER CABINET 5/8" GWB ON 1 -5/8" 20 GA GMS 1 -5/8" 20 GA GMS 5/8" GWB ON 3 -5/8" GWS FIRE EXTINGUISHER CABINET PLAN DETAIL (FIRE HOSE CABINET SIMILAR) FIVE -SIDED ENCLOSURES CONDUIT — SEE ELECTRICAL 5/8" GWB 4" SQUARE JUNCTION BOX 4" SQUARE DEVICE COVER 5/8" GWB INTUMESCENT MOLDABLE FIRESTOP PUTTY PAD CONFORMING TO UL 263 ALTERNATE FIVE SIDED ENCLOSURE DETAIL FIVE SIDED ENCLOSURE DETAIL CONDUIT — SEE ELECTRICAL 3 -5/8" 20 GA. RUNNER CHANNEL 5/8" GWB 4" SQUARE JUNCTION BOX 4" SQUARE DEVICE COVER 5/8" GWB 5/8" GWB LAMINATED TO BACKSIDE OF BOARD OPPOSITE SIDE PARTITION INTERSECTION DETAILS ^ �� ONE AND TWO HOUR RATED SMOKE /FIRE WALL_ ASN4 L EX�END � WITH THE LAYERS OF GYPSUM WALL BOARD UN13 -ROK-EN iHh C_UGH OTHER PARTITIONS, TIGHT FROM FLOORS TO DECK AND TO OUTSIDE MEMBRANE OF EXTERIOR WALLS SMOKE WALL IL INTERSECTING IL PARTITIONS .. —..a.. 11011 4=11- 5,11-111MAN EXTERIOR STE CORRIDOR WA SMOKE WALL (TWO HOUR RATED SMOKE FIRE WALL WHERE INDICT EXTERIOR MASOI` CMU WALL DETAILS LINTEL DETAILS REINFORCING — SEE STRUCTURAL MIN. 3000 PSI CONCRETE POURED IN PLACE OR PRECAST -' KNOCK —OUT BLOCKS AS REQUIRED U— BLOCKS CUT AS REQUIRED FOR -` OPENING HEIGHT zhumull STIRRUPS — SEE STRUCTURAL LINTEL SCHEDULE MAX CLEAR SPAN NOMINAL SIZE REINFORCINPT �It rDE 6' -4" 8" x 8" 2- 4 BOTTOM 7' -4" 8" x 8" 2— 5 BOTTOIvTRUCT �° SECT 8' -0" 8" x 16" 2— 4 TOP 2— 5 BOTTOM 10' -0" 8" x 16" 2— 5 TOP 1i� p.-,IOVED Y: 2— 6 BOTTOM 12' -0" 8" x 16" 2— 5 TOP ; NOTES: 2— 7 BOTT�JM 1. FOR OPENING WITH SPAN LESS THAN 3' -4" WITH HOLLOW METAL FRAME NO LINTEL IS REQUIRED. 2. FOR LINTELS CARRYING FLOOR LOADS REFER TO STRUCTURAL DRAWINGS. WALL SECTION 8" MINIMUM UNTEL �►. BEARING i B.- FILL CELL WITH GROUT ONE . r 12007.00 Date: FACE OF •- r •• 5 Revised: • HOUR RATED O M► DECK DESIGN •• THREE HOUR RATED FILL OPENINGS DESIGN •• C GROUT LATERAL RESTRAINT TIE - " CONCRETE FILLED BEAM REQUIRED FOR : • NON—BEARING 7111111 /r - EBARS CONTINUOUS CEILING PROVIDE _ �0= DETAILS GROUT r = _ ABOVE PILASTER Cat CORNERS, WALL INTERSECTIONS AND 12' -0" O.C. MAX METAL FRAME 2 "x2 "x1 /4" LATERAL 8" CMU W /GALVANIZED RESTRAINT ANGLES METAL MASONRY WALL REQUIRED FOR NON— REINFORCING" 16" O.C. BEARING WALLS CONCRETE FLOOR CONTRACTOR SHALL FURNISH A CERTIFICATE FROM A RECOGNIZED INDEPENDENT TESTING AGENCY INDICATING THAT CMU'S USED MEET OR EXCEED REQUIREMENTS FOR AGGREGATE AND THICKNESSES OF FIRE RATING INDICATED, AS STIPULATED IN CHAPTERS 10 AND 31 OF THE STANDARD BUILDING CODE. --•d • Comm. No: 12007.00 Date: 05/22/12 Drawn: Revised: �_ AA_ '® .1'or" "(i' 201n 4 <AR- 001.6229 © 2012 HARVARD JOLLY, INC mil