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10-938-0233 5/8" OR 6" MTL. STUDS C� 24" O.C. FULL HEIGHT 1/2" GYPSUM WALLBOARD APPLIED HORIZONTAL FULL HEIGHT WITH STAGGERED JOINTS (PER SECTION 609.2.4 F.B.C. - TYPE VI CONSTRUCTION, SECTION 704.2.2 .3 F.B.C. do SECTION 2308.6 F.B.C.) NON -RATED PARTITION NTS WOOD TRUSSES (EXISTING) STUD TO TRACK CONNECTION I R/ 8" MTL STUDS GYPSUM WALLBOARD D CASING /8" METAL STUD 4 WOOD NAILER R STOP :RIOR WOOD DOOR B �" GYPSUM WALLBOARD INTERIOR DOOR JAMB AND HEAD DETAIL IVI] N. t). 112" GYP. © EA SIDE PARTITION FLAMING W/ OF SAME SIZE do THICKNESS ZTITION FRAMING. ,E BRACING AT: 0" O.C. INTERVALS ALONG JGTH OF PARTITIONS. - LESS THAN 6' -0" FROM RTIOTION END k CORNERS. DR k WINDOW OPENINGS. NON- STRUCTURAL SECTION NOTE: PER F.B.C. 2007 (PLUMBING) 1.- STUDS IN BEARING WALLS, EXTERIOR WALLS AND NON- BEARING PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2 "X4" FIRE RETARDANT) WHERE SPACED NOT MORE THAN 16" O.C.; OR NOT LESS THAN 2 "X6" (FIRE RETARDANT), WHERE SPACED NOT MORE THAN 24' O.C. 2.-- A MIN. 2 "X4 „ (FIRE RETARDANT) HORIZONTAL WOOD MEMBER, SECURED FASTENED TO NOT LESS THAN 2 SUCH STUDS, SHALL BE INSTALLED FOR THE ATTACHMENT OF EACH WALL HUNG PLUMBING FIXTURE AND WALL CABINET. o” v i" ndr AI CTIIf) qET HEIGHT FLOOR KITCHEN CABINET BLOCKING FOR HANGING 1141 N.I.J. V V V V W ••• Y r • U' f V Y ♦ • • ♦ • • i beer • V V r V V W V V ••• b V f ♦ i • U V V r • r • ue�b rrrr• r•• ••sr brit/ • • • V f • ♦ r • • b r • r Y • b•Vr U VVii• b ••• • 0000. f PROJECT N°: 10 - 233 y � w cn c\2 V' < W O < w EXIST WOOD TRUSSES u 'yw= VO ta.+ <<F cn 0 <�, (n CO d F- n O W < Z 43 co o (m n2 ~ wvl <o to Z O .v ►n < U Z I I 3 5/5" OR 6" MTL 25 GA MTL zu)w co cc 0 TRACK SECURED MTL TRACK c 0 .o Q S I I, (BLOCKING) W/ 1/4" PAN SCREW. PROVIDE 25 GA MTL 0< BLOCKING AS REQUIRED I I' TO BAR JOIST a <<(n I I ?. I` I x w I w 0 s Imp 1/2" GYP. DRYWALL I [' EA SIDE I I: o 0 � II I.: 3 5/8" OR 6" MTL 25 GA w aF_ t- MTL STUDS 0 16" O.C. W _0 II`< ww PROVIDE MTL BLOCKIN I I`. GPI �0 AT MAX 5' -0 HT w� ;I F It -�r L N <? cnw I L 0U (nZ:) I l': E­4 w�� o °w I I �'ja 3 5/8" OR 6" MTL 25 GA MTL E++ , t w TRACK SECURED TO CONC. SLAB ►°-� co Dim I I;' W/ POWER ACTUATED FASTNER 1 1/4" '= 0 < °o c NZ~ LONG 0 12" O.C. o I�_w ()(nu �om D w m < (n -_� 0D0 °w(n .� = =W O aff p SECTION 0.wK U NON-STRUCTURAL I°�? ILL 5 N.T.S. I Q 0 II _.J LL I II 4 8" MAX. OR 1Z4 OF THE LENGTH OF G T E END RUNNER W ICHEVER IS LE S. T_ 09/07/ 10 I--- HANGER SUPPORTING FACE OF WALL• = 7) PER TABLE 2514.5.4 0 SLOTTED ANGLE L - SPACER W/ 6d w RING SHANK NAIL ANGLE SLOTS @) w RUNNER ONLY RUNNER ~ LAY -IN ACOUSTICAL C) PANEL, WHERE OCCURS 1" X 1" WALL ANGLE j FASTENED TO WALL co ONT7UMBER XX.XX.X C9 CITY BUILK3a 00 2514.5.4 HANGERS. su /L t�� fdi : ;'• Lo HANGERS SUPPORTING SUSPENDED CEILINGS ! a!`��'p7 PLAN Jan 8 SHALL BE NOT LESS THAN AS SET FORTH IN STtR(10r 0� TABLE. SrC7-1p ITE XXX XXX w TORK478006 Q TABLE 2514.5.4 ROVED 6Y: O HANGER S SUPPORTING SUSPENDED CEILINGS CEILING AREA SUPPORTED (SQUARE FEET) MINIMUM SIZE OF HANGER fin' ": yf li KFC 12.5 8 -GAUGE WIRE"" -»� r w 16 6 -GAUGE WIRE 5826 SW 40 STREET 18 3 / 16" ROD 22.5 1 / 4" ROD SOUTH MIAMI, FLORIDA 50 1" X 3 / 16 " FLAT BAR O U) FOR SI: 1 INCH = 25.4 MM. — 2514.5.4.1 HANGERS SHALL BE SADDLE -TIED OR WRAPPED AROUND MAIN U RUNNERS TO DEVELOP THE FULL STRENGTH OF THE HANGERS. U_ HANGERS SHALL BE FASTENED TO OR EMBEDDED IN THE STRUCTURAL FRAMING, MASONRY OR CONCRETE. LOWER ENDS OF FLAT -STRAP $ REMODEL ' HANGERS SHALL BE BOLTED WITH 3 / 8 INCH (9.5 MM) BOLTS TO K38 RUNNER CHANNELS OR BENT TIGHTLY AROUND CORNERS AND BOLTED C TO THE MAIN PART OF THE HANGER. WHERE THE AREA OF A G PLASTERED CEILING EXCEEDS 100 SQUARE FEET (93 M 2 ) SUITABLE METHODS TO RESIST UPLIFT FORCES SHALL BE PROVIDED FOR EACH 64 SQUARE FEET (6 M 2 ) OF CEILING. DETAILS AC;(,011STICAL CEILING EDGE REVEAL N NTS II2 0 v ' , .l PLOT DATE: 08 -02 10 ,t 0 0 'Zulu I 0 LLJ