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(D PIPE/CONDUIT (D LINTEL PER PLAN, SCHEDULE, OR <br /> ,A G.S.N. EXTEND 24" MIN. PAST EDGE <br /> �2 SLEEVE. SIZE TO PROVIDE 1/2" OF OPENING <br /> MIN. CLEARANCE AROUND UTILITY <br /> PIPE/CONDUIT (2 JAMB PER PLAN, SCHEDULE, OR <br /> G.SN. <br /> 2 — 2 �3 LEAN CONCRETE FILL. MATCH �3 N SILL PER G.S.N. EXTEND 24" MIN. � CDo <br /> WIDTH OF FOOTING 1 <br /> VI <br /> L 11 <br /> PAST EDGE OF OPENING ` �r LO <br /> x c� <br /> o0 00 0o w <br /> -- - 4 CLEARANCE EQUAL TO SLEEVE N <br /> Jr <br /> IS MINDIA. l6" MIN.)NO TRENCH EXCAVATION ALLOWED w Q EBELOW THIS LINE 0 - <br /> 1 I- 2 00 2 0� C/) o <br /> M <br /> 0 <br /> 2 III �0 OPEN <br /> 0= vcic� co <br /> W <br /> � mtiII D D moor-01A. BEND HORIZONTAL BARS AT �1 L� INTERFERENCE AT CORNERS AS <br /> 1 1/2 OCCURS <br /> 5 <br /> n SECTION <br /> Store: <br /> PIPE/CONDUIT AT FOOTING 21 TYPICAL OPENING IN MASONRY WALL KETTLEMAN & L. SACRAMENTO <br /> 2 F01-01 080512 NO SCALE M01-04 080304 NO SCALE <br /> LODI, CA 95242 <br /> Restaurant #RC576 <br /> 0 HORIZONTAL REINFORCING PER <br /> PLAN OR G.S.N. P4E-HV-M SCHEME A <br /> (2 GROUT DEPTH PER PLAN OR Professional of Record: NAME <br /> G.SN. CENTER REINFORCING AT <br /> APPROXIMATE CENTER OF GROUT <br /> 03 GROUT 8" MIN. ABOVE ELEVATED <br /> FLOOR OR ROOF LINE 174A <br /> CONNECTION FASTENERS O ® ELEVATED FLOOR OR ROOF LINE DESIGN <br /> BRIDGING TO JOIST SEE TYPICAL DETAIL XX. — (5 TOP OF PARAPET <br /> BOTTOM TRACK TO RIM OR TOP TRACK (AT SHEAR *10x1 1/2" AT 16" o� A r c hi t e c t u r a l <br /> WALLS, SEE SHEAR WALL SCHEDULE) 1 Solutions Group <br /> BOTTOM TRACK/TOP TRACK TO STUD (2) *8x1/2" O 1 101 Central Expressway South <br /> TOP AND BOTTOM TRACK TO POST (2)08x1/2" SCREWS, EACH MEMBER Suite 100 <br /> DOUBLE OR MULTIPLE BUILT-UP STUDS (POST) SEE TYPICAL BUILT-UP JAMB STUD DETAIL Allen, TX 75013 <br /> TOP TRACK, LAPS AND INTERSECTIONS COPE INTERSECTING TRACK AND FASTEN w/ (2) 08 SCREWS CONTACT: EVERETT FIELDS <br /> BUILT-UP CORNER STUDS SEE TYPICAL DETAIL XX. (469) 619-1164 <br /> JAMB STUD TO HEADER SEE CFS BUILT-UP HEADER SCHEDULE EFIELDS@PMDGINC.COM <br /> A. MINIMUM FASTENERS THIS SCHEDULE APPLIES U.N.O. ON PLANS AND DETAILS. <br /> B. SEE PLAN OR G.S.N.FOR TOP TRACK SPLICE CONNECTION. <br /> _ � �? J o <br /> 2 4 TYPICAL CFS FASTENER SCHEDULE 0 LL N <br /> J � <br /> CFS01-01 200128 NO SCALE - O X: <br /> Q - \ <br /> z O NF— <br /> ca <br /> 1 <br /> cP <br /> (D 15OU050-54, 33 U-CHANNEL 6�'�V/03a * <br /> BRIDGING J H <br /> 0 <br /> N <br /> (2 SIMPSON SUBH3.25 BRIDGING <br /> CONNECTOR AT 33 MIL TO 54 MIL Ll <br /> STUDS. 5IMP50N M5U5H3.25 <br /> BRIDGING CONNECTION AT 66 MIL <br /> TO 9l MIL STUDS <br /> Prototype : P4E-HV 2020 -2.0 RELEASE <br /> 6 ( (2) '10-16 SCREWS Prototype Issue Date: 7.14.2020 <br /> 4 COPED XXXT150-43 AT EACH END <br /> I Design Bulletin Updates: -- <br /> OF WALL, AT 12'-0" oz, ADJACENT O <br /> TO WALL OPENINGS AND SHEAR Date Issued: Bulletin Number: <br /> tip\ 5 WALL JAMB STUDS <br /> 4 <br /> (1) CONT. 20 GA. x 2" HORIZONTAL <br /> STRAP, EACH SIDE OF WALL 1ST BLDG. SUBMITTAL <br /> l © (4)010x1/2" SCREWS, STRAP TO <br /> BLOCK <br /> 0 (2) 010x1/2" SCREWS, STRAP TO PARAPET WALL NON-PARAPET WALL <br /> STUD <br /> ® METAL STUD, 8" MAX DEPTH 33 MIL <br /> TO 54 MIL <br /> n BLOCKWG <br /> REVISIONS: <br /> 22 TYPICAL HORIZONTAL REINFORCING 12.22.2020 1st Building Submittal <br /> 1 <br /> M01-02 080304 NO SCALE 2 <br /> 3 <br /> 8 4 <br /> 5 <br /> 6 <br /> 7 <br /> 3 8 <br /> Sheet Title: <br /> 2 TYPICAL DETAILS <br /> I <br /> Date: 12.07.2020 <br /> Project Number: 202175 <br /> Drawn By: TA/CAD <br /> BRIDGING o 0 <br /> h l <br /> o co <br /> N <br /> Sheet Number: <br /> CD <br /> MRIGHT <br /> Ivo <br /> a) •Eti <br /> engineers NE <br /> 25 CFS STUD WEB BRACING oS08 <br /> J <br /> CF501-19 200128 NO SCALE Q <br /> N <br /> O C <br /> N <br /> pp CD <br /> O � <br /> N <br />