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DRILL & <br />EPDXY #4 DWL. AT EA. <br />CORNER <br />& AT 18" O.C. AROUND <br />PERIMETER OF PAD W/ SIMPSON <br />"SET—XP" <br />ADHESIVE (2N2" EMBED.) <br />#4 CONT AROUND <br />Z <br />FILL W/MASTIC <br />w <br />3 <br />PERIMETER <br />W WWF 6x6—W2.OxW2.0 M <br />E 2 <br />1 3 <br />0 <br />cr <br />W.W.F. OR o <br />FlBERMESH I <br />OR REBAR. v <br />a <br />w TOOLED JOINT 1 g" LAp <br />w <br />N 2x4 KEY <br />W.W.F. OR <br />FlBERMESH <br />°' <br />w <br />N <br />15 <br />L w <br />rx 3 <br />w <br />to <br />° <br />" » " <br />A36 PLATE <br />q COLUMN & PLATE . . (L COLUMN & PLATE <br />� <br />15 <br />» HSS COLUMN Ip► HSS COLUMN <br />V <br />w <br />� <br />OR REBAR. <br />a <br />< <br />--k--- 4..----� <br />5 �" <br />WASHERS <br />WASHERS" <br />o• .> <br />ip <br />.. e <br />if <br />c <br />p •. 'p.n <br />P <br />e .e,d. a f� ° <br />(At <br />1/4 <br />5/16 <br />O OOeO O <br />P <br />.' <br />00 <br />Of <br />e <br />® <br />O : <br />O O o OOoo eQ Q oO .O O o 00 <br />o <br />�e a oD.e ° Q <br />O°o O OO°o0 1 <br />e <br />.o O .Q .o <br />O OO°O 'O O 00 °O °Q o <br />O <br />B C D 4 5 �I <br />A <br />e eQ <br />0oeQQQ <br />OQQeQ sQ �Q°OQQ°O °O <br />Z40 <br />°O°O <br />°°O°QO <br />OQ Q00 <br />O <br />O <br />rVAPPORARRIER <br />8" <br />2" HIGH DENSITY <br />2»4 <br />�'4" BASE PLATE W/ " <br />1h" BASE PLATE W/ <br />UNDER <br />6 " <br />TYP <br />INSULATION FOR <br />' <br />19-2~ 1%8"O HOLES & TYP. 1'-4" <br />2%d"0 HOLES & <br />c <br />SLAB. SEE <br />PLAN. <br />6" DEEP PADS <br />%"0x1'-2" (MIN. 0'-9" <br />17�"0x2'-6" (MIN. 2'-0" <br />CONTROL JOINT CONSTRUCTION JOINT <br />EMBED.) ASTM F1554, EMBED.) ASTM F1554, <br />SAWCUT MAX. NEXT MORNING <br />SLAB <br />DEPRESSION <br />CONCRETE <br />PAD <br />BASE <br />PLATE A G36 ANCHOR RODS AS BASE PLATE B <br />G36 ANCHOR RODS AS <br />�i <br />AFTER SLAB IS CAST <br />SHOWN ON 11 /S2.0. <br />SHOWN ON 1 /S2.0. <br />CONTROL JOINTS SHALL BE IN A SQUARE <br />PATTERN OF 400 SQ. FT. AND/OR THE LENGTHSHALL <br />x WIDTH. ALIGN <br />OBE <br />CONTROLJOINTS W CENTER LINES. <br />COLUMN <br />�f <br />STATE OF <br />1 <br />SLAB ON GRADE DETAIL <br />2 <br />BASE <br />PLATE DETAILS <br />>>lllrr�l� <br />S2.1 <br />N.T. S . <br />S 2. 1 <br />N.T. S . <br />Date: 2023.08.09 15:32:46-04'00' <br />THIS DOCUMENT HAS <br />BEEN DIGITALLY SIGNED <br />AND SEALED. PRINTED <br />COPIES OF THE <br />DOCUMENT ARE NOT <br />CONSIDERED SIGNED AND <br />#2 TIES ® 8" O.C. HOOKED EACH END AROUND VERT REINF WHERE A <br />SEALED. THE SIGNATURE <br />WALL SEGMENT BETWEEN 2 OPENINGS OR BETWEEN 2 CONTROL <br />JOINTS <br />MUST BE VERIFIED ON <br />OR BETWEEN AN OPENING & A CONTROL JOINT IS 2'-8" OR LESS <br />ANY ELECTRONIC COPIES <br />T/WALL <br />OF THE DOCUMENT <br />SEE PLAN FOR <br />SEE PLAN <br />07.28.2023 <br />300b <br />300b 01 <br />VERT REINF. <br />DATE <br />(2'-0" MIN) 0 6 (2TYPICAL ) <br />TYPICAL row S$ <br />U—BLOCK OR STEEL (1) #5 T&B IN <br />LINTEL ABOVE <br />BOND BEAM AT <br />OPENING TYP. SEE <br />TOP OF WALL <br />v <br />LINTEL SCHEDULE. <br />m <br />SEE PLAN FOR <br />CAF— <br />HORIZ. REINF. <br />Q N o <br />2'-0" MIN <br />0 <br />� o <br />(2) #5 FULL <br />Z a <br />BARS SAME SIZE & <br />SPACING AS <br />HEIGHT AT <br />EACH SIDE OF <br />REINF AT CMU VERT CONTROL <br />JOINTS: <br />I <br />�o ��- �/� �` w <br />ADJACENT BARS <br />OPENING TYP. <br />TERMINATE HORIZ JOINT REINF <br />o �? <br />tO <br />AT THE JOINTS BUT CONTINUE <br />w„ vwi <br />°d <br />5 6 <br />HORIZ REINFORCING STEEL <br />Z w ui <br />in <br />REINF THRU THE JOINTS. <br />w 2 o <br />3. <br />a � 0 a <br />CONT. (1) #5 T&B <br />N <br />IN BOND BEAM <br />INTERSECTIONS <br />w <br />BELOW OPENING TYP. <br />� � •� o � <br />N <br />CORNERS <br />w <br />T SLAB <br />f . <br />° o-'-0O2'.c°`o <br />•3- <br />TYPICAL CORNER <br />BAR <br />DETAIL <br />EL.. o -o <br />n. N v° 7 7 <br />CONT BOND BEAM W/ <br />16" MAX WALL DOWELS TO MATCH SIZE & (1) #5 BOTTOM AT FIRST <br />2 J a o° -v a o <br />o ' ° d c <br />TYP. SPACING OF VERT. REINF. TYP. COURSE ABOVE SLAB <br />cr <br />J ° 0. 3 CL `T <br />HOOK AT BOTTOM OF <br />FOOTING. <br />•• 9 0 2 L C 0 <br />c � v o "vu <br />J O c <br />p O°ca <br />lV c'''+'rn <br />O p O 3 <br />c� <br />3 <br />CORNER BAR DETAIL <br />4 <br />NOT USED <br />5 <br />CMU <br />WALL REINFORCEMENT <br />U 0 c c 0 a� <br />— U c O n 0 <br />L °� O O ° c <br />S2.1 <br />N.T.S. <br />S2.1 <br />3 4" _ 1'_p» <br />S2.1 <br />N.T.S <br />c E„aU v <br />//\ C C .6 N <br />Ni � � O 7'y E'"' C <br />N y V c N t N <br />V y •N v y G �O <br />0 a N N w <br />ff/ <br />•0 O <br />O y N <br />Q 00 <br />7 <br />0 0 7 W 7 Q y <br />0-0 U <br />4" TYP. FOR SPACINGSEE <br />NO CONTROL JOINTS <br />AT SHEAR WALLS <br />' � w a <br />T WALL <br />0 000p00 <br />SEE PLAN <br />B v �, O •= -00, c <br />a o 0, 30 1. IOU 00 <br />r o�a��a� <br />oc.L.aiL <br />F- o.3� <br />a <br />2 VERT BARS <br />HZ_ <br />EA. END, U.N.O. <br />o0. <br />w U) <br />STD. 180' HOOK <br />z <br />Sri <br />o <br />caN <br />00 <br />1 <br />ino <br />AROUND <br />N <br />o <br />VERT BARS <br />w <br />� <br />o <br />^' <br />N <br />m <br />WALL DOWELS TO MATCH <br />m <br />ow <br />SIZE & SPACING OF <br />c z <br />VERT. REINF. TYP. HOOK <br />Z <br />cV <br />AT BOTTOM OF FOOTING. <br />z <br />N <br />J <br />w <br />N <br />T SLAB $,_ <br />EL. Of. <br />m <br />3 Z w <br />TIFTG <br />Q <br />m <br />SEE PLAN <br />0Lc <br />QICKU <br />J <br />04 <br />t <br />r <br />ZZ <br />CV <br />CO <br />m �J�ii <br />04 <br />N <br />0 <br />4 n <br />NSN#: 40871 <br />6 <br />NOT USED <br />7 <br />NOT USED <br />s <br />SHEAR WALL REINFORCEMENT <br />S2el <br />S2.1 <br />3�4f, _ ,_0„ <br />S2.1 <br />3�4f> _ ,_of, <br />S2.1 <br />3/4f, _ <br />,_O„ <br />DETAILS <br />