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construction joint Q <br /> see fndn plan for <br /> layout <br /> sawcut const. jt. <br /> typ. conc. <br /> flr - �_ N <br /> c-shaped fin. flr 04 LO <br /> inside track N <br /> E c),, <br /> x x x 0 W Q <br /> (6) #10 STS through _ CIO1 r V1 <br /> g m n <br /> web at each side � � � � � Q W <br /> b of splicea a a a a a a a a a a a O m <br /> 0 <br /> track � earth o0 U <br /> 4 T . Top Track Splice 3 Typical Construction Joint o O <br /> S1 .0 1/2" = 1'-0" S1.0 1 1/2" = 1'-0" Q O% <br /> N v� <br /> Drawn By TE <br /> Job # 16253 <br /> NOTES <br /> Scale Noted <br /> 1.Sleeves shall be PVC. Inner diameter to be 2"larger than pipe outer diameter 5.Wrapped pipes shall have 1 1/2"clear from wrapping to reinforcing. Revision Schedule <br /> Sleeved pipes shall have 1 1/2"min. clearance to reinforcing. Wrap w/ # Date Description <br /> 2. Plumbing embedded in concrete shall be provided w/felixble couplings @ 1/8"foam sheet, 3 layers min. sleeved pipes per notes. 1 07/01/19Plan Check 1 <br /> entry &exit points <br /> 6.Clearance between"pipes"shall be 6"when 4 or more"pipes"are <br /> 3."Pipe"= any penetration thru foundation to allow for 1"of motion in any gouped in one area - provide engineered details of block-out <br /> direction <br /> 4. No"pipe"to run parallel in footings <br /> 3"clr. <br /> top of top of top of slab <br /> slab pipe in sleeve building pad footing per plan <br /> thru footing <br /> a - a d b Q ° no pipes parallel <br /> d, ° a to footing this area <br /> 1 <br /> dQ - <br /> d,e <br /> 9 pipe thru <br /> per note #5' = 4 ° {.d ° a footing in pipe <br /> d <br /> sleeve <br /> ° <br /> . la 24°min: ° <br /> " e per note #5 ° tr <br /> d-e a a' • e-.-° pipe & <br /> : trench <br /> 2 parallel t <br /> provide : d : ° 4�° a n ��1 footing- <br /> reinforcement to e per not #5 locate onl <br /> match continuous d conc. footing continuous footing • <br /> e � - above <br /> 1 Q '" per plan reinforcement as <br /> e° <br /> footing reinforcement L–––––––––-J sloped line <br /> 2 required-see plan <br /> lap 24" lap 24" CLpipe 24"min. <br /> min min <br /> 2 <br /> Pipe Through Footing Detail Where Applies <br /> S1.0 ' 3/8" = 1'-0" <br /> U <br /> Z N <br /> P <br /> O <br /> N <br /> #4 rebar x 26"@ 18"O.C., use vi _ <br /> Simpson SET-XP, alternate L o <br /> 24° embedment sides, Q q <br /> drill 4"x 5/8"o hole for no special inspection required U <br /> rebar doweling <br /> sawcut in a neat straight Un <br /> 18" line with diamond blade "' <br /> or approved device ¢ 3 <br /> V <br /> 4" �—new concrete • <br /> 2132 N EI Dorado St <br /> new concrete to match <br /> °ad ° <br /> - Stockton, CA 95204 <br /> depth of (E) slab <br /> (209) 227-7646 <br /> Lic# 76963 <br /> LID <br /> 5S1CN <br /> match (E) sand material at ;���P� 2 Gz <br /> 90%relative compaction C o C 7 <br /> La <br /> a <br /> P. 2131120 <br /> 3' max lifts, compact to * �- <br /> 85%relative compaction CIVtI �� <br /> by mechancial means OF SF❑�� <br /> approved granular These drawings and specifications are <br /> material to be free from the property and copyright of JCWagner <br /> lumps and debris &Associates,Inc.and shall not be used <br /> or duplicated in part or in whole on any <br /> other work except by agreement with <br /> o JCWagner&Associates,Inc. <br /> = = Structural <br /> Details <br /> co 1 Trench Detail for Interior Pipes <br /> LP <br /> s <br /> S100 <br /> 0 <br />