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0 14ORIZONTAL REINFORCING PER ( LENGTH PER TYPICAL REBAR LAP <br /> PLAN OR G.S.N. 5C14EDULE <br /> 2D GROUP DEPTH PER PLAN OR2D BENT REBAR SIZE TO MATCH H <br /> G.SN. CENTER REINFORCING AT 14ORIZ.WALL REINF. fr o <br /> APPROXIMATE CENTER OF GROUT W d <br /> �3 BENT REBAR SIZE TO MATCH <br /> (3 GROUT 8" MIN.ABOVE ELEVATED HORIZ.WALL REINF.ALTERNATE un CD rte- `rQ <br /> FLOOR OR ROOF LINE DIRECTIONS EF �5 cv <br /> C) r- <br /> 004VVECTIOV FASTENERS ® ELEVATED FLOOR OR ROOF LINE ® VERTICAL REIN.PER G5N W o C'q <br /> 2 BE a- W <br /> BRIDGING TO JOIST SEE TYPICAL DETAIL XX. — (I) TOP OF PARAPETv C/) CIO <br /> o0 <br /> BOTTOM TRACK TO RIM OR TOP TRACK(AT SMEAR #10x1 1/2" AT 16" oc. x c° °G m <br /> WALLS, SEE SWEAR WALL SG-IEDULE) I �' = o <br /> BOTTOM TRACK/TOP TRACK TO STUD (2)#8x1/2" _ O �_ c�a <br /> TOP AND BOTTOM TRACK TO POST (2)#8x1/2" SCREW$, EACH MEMBER O °G m t" <br /> DOUBLE OR MULTIPLE BUILT-UP 5TUD5 (POST) SEE TYPICAL BUILT-UP JAMB STUD DETAIL CO <br /> TOP TRACK, LAPS AND INTERSECTIONS COPE INTERSECTING TRACK AND FASTEN tu/ (2)08 5CR15EU `s' <br /> BUILT-UP CORNER STUDS SEE TYPICAL DETAIL XX. <br /> JAMB STUD TO HEADER SEE CFS BUILT-UP HEADER 5C44EDULE <br /> A. MINIMUM FASTENERS T1415 5C14EDULE APPLIES UN.O.ON PLANS AND DETAILS. <br /> B. SEE PLAN OR G.S.N.FOR TOP TRACK SPLICE CONNECTION. O 4 <br /> OStore: <br /> YOSEMITE & COTTAGE <br /> TYPICAL CFS FASTENER SCHEDULE ® MANTECA CA 95336 <br /> �� CFS01-01 200128 NO SCALE O <br /> Restaurant #RC529 <br /> ( 150U050-54, 33 U-C14ANNEL <br /> BRIDGING O Professional of Record: NAME <br /> 2D 6IMP60N 6UBW3.25 BRIDGING <br /> CONNECTOR AT 33 MIL TO 54 MIL <br /> STUDS. 51MP50N MSUB143.25 <br /> BRIDGING CONNECTION AT 68 MIL <br /> TO 97 MIL STUDS 3 <br /> 6 U3 (2)#10-16 SCREWS <br /> DESIGN <br /> ® COPED XXXT150-43 AT EACH END O <br /> OF WALL, AT 12'-0" oz, ADJACENT 1 Is A r c h i t e c t u r a l <br /> TO WALL OPENINGS AND SHEAR <br /> Solutions Group <br /> 5 WALL JAMB 5TUD5 <br /> 4 (1) CONT.20 GA.x 2" 1-4ORIZONTAL <br /> 38 EXECUTIVE PARK, <br /> STRAP, EAC14 SIDE OF WALL SUITE 310 <br /> IRVINE, CA 92614 <br /> -1 © (4) #10x1/2" 5CREW5, STRAP TO <br /> BLOCK 4 O <br /> A. W14ERE WALL HORIZ.REIN.ARE AT <br /> (2)#10x1/2" 5CREUI5, STRAP TO PARAPET WALL NON-PARAPET WALL DIFFERENT ELEVATIONS FROM <br /> STUD EACH OTHER PROVIDE BENT BAR <br /> IN SOLID-GROUTED CELLS AT <br /> ® METAL STUD, 8" MAX DEPTH 33 MIL EACH 14ORIZ.BAR SIM.TO T1415 <br /> (� TO 54 MIL DETAIL SNEER <br /> D I MOaMG <br /> QW Q o <br /> LU U- 2-1 N <br /> 22 TYPICAL HORIZONTAL REINFORCING 20 TYPICAL MASONRY WALL INTERSECTION o =Q Z orz <br /> MOI-02 080304 NO SCALE M01-16 080304 NO SCALE <br /> g �I PIPE/CONDUIT <br /> (DLINTEL PER PLAN, 5G14EDULE, OR <br /> A G.S.N. EXTEND 24" MIN.PAST EDGE <br /> (2 SLEEVE. SIZE TO PROVIDE 1/2" OF OPENING <br /> �v <br /> MIN.CLEARANCE AROUND UTILITY <br /> PIPE/CONDUIT2D JAMB PER PLAN, 604EDULE, OR <br /> _ _3 G.5N. <br /> IIIIIIIIIIIIIIIIIIIN <br /> (I) LEAN CONCRETE FILL. MATC14 Prototype: P4 EXTENDED-HV, SCHEME A <br /> 2 III A 2 U11DTW OF FOOTING 13 SILL PER G.SN.EXPEND 2411 MIN. <br /> =1 I I = <br /> X PAST EDGE OF OPENING Prototype Issue Date: 6.29.2020 <br /> -- -- I ® CLEARANCE EQUAL TO SLEEVE <br /> o 00 00 00 Design Bulletin Updates: INCLUDED <br /> -- -- DIA.(611 MIN.) <br /> IS" MIN I <br /> 2 NO TRENCH EXCAVATION ALLOWED Date Issued: Bulletin Number: <br /> I I 2 BELOW T1415 LINE 0 2 0 NOV. 2018 1 &2 <br /> 1 2 -11 1 <br /> OPEN ,�� <br /> 0 1ST BLDG. SUBMITTAL <br /> 0 0 <br /> A. BEND HORIZONTAL BARS AT <br /> INTERFERENCE AT CORNERS AS <br /> A BDGN 3 11/2 3 OCCURS <br /> 5 <br /> FA-11SECTM <br /> REVISIONS: <br /> 1 08-07-20 1st. Bldg. Submittal <br /> 25 CFS STUD WEB BRACING 23 PPE/CONDUIT AT FOOTING 21 TYPICAL OPENING IN MASONRY WALL 3 <br /> CFS01-19 200128 NO SCALE F01-01 080512 NO SCALE M01-04 080304 NO SCALE 4 <br /> 5 <br /> 6 <br /> 7 <br /> 8 <br /> 9 <br /> Sheet Title: <br /> TYPICAL DETAILS <br /> Date: 7.23.2020 <br /> Project Number: RAC19024.0 <br /> Drawn By: CAD <br /> ;_ <br /> C) <br /> N Go <br /> IIIIIIIIIIIIIIIIIIIN <br /> N °' Sheet Number: <br /> E3RIGHT � Uo <br /> o <br /> (D .c � <br /> engineers > � r- <br /> N <br /> SOM8 J <br /> X <br /> Nm <br /> O N� <br />