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Anchor bolts <br /> by Building Designer <br /> Flashing j 2-#4 Continuous <br /> Insulation protection layer Henry Synko Flex SF302 <br /> P Y _ Water stop.or equal <br /> See note 1. a #6 @ 12"EW <br /> Centered in 8"slab <br /> 1.5"Rigid XPS insulation <br /> Type X or better <br /> Finished grade <br /> #4 C 12- ' Notes: <br /> ._ 1. Insulation protection to be Nudo Groundbreaker, <br /> �,X o�f;� or Protecto Bond insulation wrap or equal. <br /> `' \ \,\//\ I�-- �f~`~// //%\�'\/\\ \�!`` 8- Compressive Strength. psi min <br /> / / 1'-2"min \ff,\\j�/j\�f'!\ �/�' ,�/:/� 2 A.2 DaY C P 9 <br /> � B.Water-Cement Ratio:0.45 max <br /> `l/�\///�`���// C.Cement:ASTM C150.Type Illl <br /> D.Fly Ash:ASTM C618,Class C or F <br /> E.Slump:3-5" <br /> F.Air Content:6%±1.5% <br /> G.Provide light broom finish on concrete slab <br /> H.Use 2 coats of membrane curing compound <br /> f"�-- ---""-""""" and keep concrete above 50°F for 5 days <br /> 2 Slab Detail <br /> Scale: 1" = 1' <br /> Provide 3 additional#6 slab reinforcement in <br /> 2nd placement to achieve 6"O.C.in 3'width <br /> adjacent construction joint g <br /> a <br /> Construction Joint <br /> S <br /> I <br /> Slab reinforcement _ w <br /> RE <br /> Henry Synko-Flex 302 Note: 0 p0 G/ <br /> Provide 72 hours(min)between <br /> Water Stop,or equal adjacent concrete pours <br /> s,. 36255 = t ° <br /> 4 12-16 <br /> Slab Construction Joint Detail ... ._ .. ..- ,� o <br /> ASS/�IVALE�G = <br /> This drawing has bean prepared for to use of A.— <br /> Schwartzwalder Mine <br /> Envvenman.1 Group's client and nmy not be usod.reproduced or <br /> relied upon by the parties. ascept a agreed by Alex.-o Schwartzwalder Mine Treatment System <br /> Envhormenml Group and b<fi r.as required by low ter uea of F <br /> yovernmentel reviewog ewneiea.Me—Enwromnental Group [ Drawing N0:COT-02-C-08 <br /> arsepi —respor»64Ay and demos any hab,hty whatsoever,b 4 <br /> ny party tat modifies the d Ing wrthout Akaco Environmental <br /> Goup's express wrimen wnsant <br /> G. ..., <br /> Slab Details <br /> s <br /> 2018-04-11 Draft for Review A KAB — <br /> DATE ISSUEIREVISION t1a. DIRK APP. <br /> REVISION.A 201"4-08 PROJECT No..COT-02 <br /> DRAWN BY:KAB DESIGNED BY — REVIEWED BY -- <br /> iu <br />