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METAL STUDS <br /> nz <br /> 3625125-33 flat block <br /> Framin ® 24"cc max. ® 24"cc max., co a 1. All g p products to be manufactured by the current members of the Steel Studflanges and conn. w/ Metal deck Manufacturers Association, per ICC ESR Report No. 3064P, or approved equal. <br /> 2-No.10x2" wood <br /> screws ea. end, typ. 2. All galvanized studs and joists shall be formed from steel that corresponds to the minimum requirements of AISI S100-12. <br /> 3. All members shall be designed in accordance with the American Iron and Steel00 <br /> No.8 SMS ea. Institute (AISI) "North American Specification for the Design of Cold-Formed Steel16 ga. deep leg716x 4"x12' <br /> side ea. stud c w Structural Members", AISI S100-12 edition. <br /> Metal studs, see notes I I <br /> deflection track / 2-No.10 w 2-No.10 SMS ea. of 2 0�20 ga. min. track w/0.145" min. ? TT Mtl. studs w/ 4. Provide all accessories including, but not limited to, tracks, clips, web stiffeners, F" 0 N N <br /> shot pins C�3 24"cc max. at 24 cc anchors, fastening devices, resilient clips, and other accessories required for <br /> Provide min. 2 ea. piece, 12" from side SMS ea. track deep leg deflection Deflection track 4" ty gap of top, 9 P q - <br /> side ea. stud I I track w/ 2-No.1Ox2" wood I I 2-No.8 SMS ® 24"cc typ. complete and proper installation, and as recommended by the manufacturer for the v� W a w <br /> ea. end of ea. piece, typ. d screws ® 24"cc max. steel members used. <br /> E r (E) slab <br /> 44 D I Metal studs 5. All framing components shall be cut squarely or on an angle (such as bracing) to <br /> E 1 w/ 6" gap at top, typ. squarely fit against abutting members. Members shall be held firmly in position until <br /> properly fastened. <br /> 6. Fastening of components shall be with self-drilling screws or welding. Screws or welds <br /> shall be of sufficient size to insure the strength of the connection. All welds of <br /> ��PERP. TO FRAMING AT WOOD ROOF A2 PARALLEL TO FRAMING AT WOOD ROOF 61 PERP. TO METAL ROOF DECK �1PARALLEL TO METAL ROOF DECK galvanized steel shall be touched up with zinc-rich paint. All welds of carbon sheet �p <br /> �J(S4-4 <br /> ee "At", UNO) �J (See "61", UNO) steel shall be touched up with paint. Wire tying of components shall not be permitted. <br /> 7. Runner tracks shall be the same gage as studs supported, unless otherwise noted. 4-4 <br /> Tracks shall be fastened to structure at 24"cc maximum, unless noted otherwise. ^� <br /> 8. Provide blocking of wall studs at 4'-0"cc maximum per detail 3/A2 where sheathing V <br /> 1 NON — BEARING WALL AT SLAB 2 T. O. NON — BEARING WALL AT ROOF is not present on both sides of studs. <br /> 9. Metal studs shall be fabricated from sheet steel, conforming to ASTM A1003 and <br /> #8 SMS ® 12"cc <br /> Jamb stud (dbl. jamb ASTM A653 in accordance with ICC ESR Report No. 3064P. <br /> ea. piece, LINO stud at openings > 4'-0" Track to <br /> P wide) match 2 rows No.8 10. Minimum stud sizes for non-bearing walls shall be: <br /> 20go. track w/ stud SMS ® 24"cc <br /> #8 SMS ea. stud Piece of 16go. track to <br /> match hdr. ht. Bend web & conn. w/ <br /> Hdr. per sched. 2-#10 SMS (3-#10 SMS Ea. side stud UNBRACED HEIGHT STUD <br /> to track <br /> o T ® 6" studs) 2-12 13' 3625725-33 ® 16"cc Q rn <br /> y I I No.8 SMS 15' 4005125-33 016"cc O cv <br /> a Studs ® 16"cc ® 12 cc, I I Se <br /> UNO <br /> See 4 cond, 20' 6005125-33 ® 16"cc M <br /> 20gc. track Hdr. (T&B tracks not <br /> typ. J o0 <br /> LID <br /> shown BUILT-UP 07 <br /> I IT <br /> Do E 20 ga. block w/2-#8 SMS ea. end, ) X �r 11. Shot ins shall be Hilti ICC ESR-1663 or roved equal. <br /> Do ° typ. at ea. end of wall and 8'-0'cc Full ht. wall STUD I I I I TI P ( ) PP q ; <br /> m a max. btwn. beyond Weld ea. side or W Q <br /> a see "X" for alt. U <br /> u o I I Simpson CS20 strap cont. on ea. built-u conn. E" 2-12 " <br /> a l side without sheathing. Provide #8 P Full ht. wall beyond s Z <br /> V SMS to ea. stud and 4-#8 SMS to Max. Hdr. Header to Track to 20ga. track s Z 00 <br /> - I ea. block piece hdr. span track conn jamb conn I I I I W O Z <br /> + + 4'-0" 2-3625125-33 2-#10 SMS 4-#10 SMS Add typ. stud zLL <br /> � U) <br /> Hdr. to track #8 SMS ea. over track 0 Q <br /> Bend web down as req'd. at block, 6'-0" 2-600S137-33 3-#10 SMS 6-#10 SMS conn, ea. side side ea. stud w '^ LUa <br /> typ. 8'-0" 2-6005137-54 3-#10 SMS 6-#10 SMS vJ <br /> 10'-0" 2-6005200-54 4-#10 SMS 8-#10 SMS connk to jamb $ <br /> NOTE: 4' MAX. WIDE OPNG. 4' TO 10' MAX. WIDE OPNG. <br /> Blocking is req'd. where sheathing - J <br /> is not installed on each side of �� HEADER �1 SILL r Q <br /> studs A B <br /> W <br /> 04 <br /> 3 TYPICAL METAL STUD BLOCKING 4 METAL STUD FRAMING AT WALL OPENINGS W MWz <br /> of <br /> ILLI <br /> Z Z U <br /> 24" min. long piece ofQ Q H <br /> Lap brace w/ framing Framing ® 24"cc max. 3625125-33 w/ F- <br /> Where brace exceeds 6'-0" i w/ 3-No.10x2" wood 3-No.10 SMS min. to Metal deck, parallel or m ww fn U <br /> length, add strongback to screws, typ. deck, typ, perpendicular a ¢ O = U w <br /> match brace at mid-length L W <br /> w/ 2-#8 SMS ea. brace /� I t g 1-- <br /> 0 Q Z <br /> _J z W 0 <br /> Lu <br /> t — <br /> 2 o_ 0 IL <br /> Add 2x6 SB ® / <br /> 3-No.8 SMS ea. la <br /> 3-No.8 SMS ea. lap, typ. ( I ea. brace w/ P <br /> 2-16d or A35 ea. <br /> end, typ. a <br /> 362S137-33 brace ® 48"cc, �, g <br /> see "B" or "C" for top conn., " uP Z <br /> LINO <br /> �gg ® 0 <br /> ( I B1 BRACE PARALLEL TO FRAMING 62 BRACE PERPENDICULAR TO FRAMING C BRACE AT METAL ROOF DECK W u� ,, <br /> AT WOOD ROOF AT WOOD ROOF v <br /> (See "B1", UNO) <br /> ri N <br /> � O <br /> W N <br /> E <br /> � 0 O <br /> m O <br /> 5 DIAGONAL BRACING AT NON — BEARING WALL E <br /> Z <br /> r w � <br /> < a. <br /> w <br /> w 0 <br /> W w <br /> Ed_ <br /> E U) <br /> 8 N <br /> 2 <br /> 8 <br /> �6 <br /> h <br /> Z <br /> a F0 <br /> CD N <br /> o U o N Z Y <br /> Lu <br /> Lu inLu <br /> U <br /> o N a0 O 4 Z m <br /> 3124 <br /> MANTECA,CA <br /> SAFEWAY <br /> Scale: N.T.S. A2 <br />