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REVISIONS <br />NO DATE DESCRIPTION <br />T. <br />[,AEU 5T�g <br />a <br />N <br />V <br />2. x b P,T. <br />1�145E M-1 I <br />UK' Will .. .... <br />c) .IT VF-0-1-LP <br />soFFIT TO <br />MArc�J Exl sT <br />SPR <br />qmis <br />2 P,T, ToP <br />Z" l.- — <br />2 x4 04t V <br />r7 f, I ! <br />1TT&CIA 4 x4 P-r, woop <br />PoST To Co ► e- S5 A& w/A <br />SI M P501J dQb44" 01Z TO <br />WOO D (2U K w/A 51 M F,50 .J <br />"e2C.4" <br />SCALE: N.T.S. <br />CRf► 5 T <br />2 x WOOD <br />-T �� _ <br />I., ooai <br />2-0 wooD <br />STV-I W4625 <br />STAIRWAY CROSS SECTION. <br />SCALE: N.T.S. <br />SEE, 200X FJ2At- 141 <br />LP.HaL r For. e5E&r,", <br />S i-L E !( CG>' Ij EC_-n OQ <br />5iriP5oj 11ABLi44" <br />cw0►.j0EC.T10 <br />COtjc Sib <br />SEE- IJ�jDb7l-I0�j <br />PEA �j FO Z A[) C4J L- <br />,dF0, <br />TYPICAL CROSS SECTION AT COLUMN <br />SCALE: N.T.S. <br />• <br />(Ni <br />For all conc. block stemwalls erected more than 18" <br />in height above grade, must have 1 - #5 vert. rebar in <br />a masonry cell, filled and temped solid with conc. Space <br />all vert rebar no more than 6' - 0" o.c. and at all corners <br />unless otherwise noted. Also include 1 - #5 coot. rebar <br />in the top L' - block of the stemwall tamped and filled <br />solid with conc. For all conc. block stemwalis erected <br />less than 18" in height above grade, all conc. block <br />cells must be filled and tamped solid with conc. <br />1 4 if 1 a) ' a 1! <br />S�2-3-a (O- <br />EQ, EG?, Eck, EQ. <br />yam <br />W 1 tJ pp W <br />l�. ASS U r�1 E D <br />-- DaOR j <br />I 00 <br />I = <br />0 <br />Finish floor level to be a min. N <br />24" above finish grade. N <br />100 <br />AS5UHED <br />99 &,! <br />n,ssu M ED D <br />AT '50OWEQ <br />Pour new 4" concrete slab with min. 3,000 p.s.i <br />fibermesh or "opt" 4" conc. slab w/ 6 x 6 x 10 x 10 <br />w.w.m. over 6 mil. vapor barrier over termite <br />treated and compacted clean fill. <br />I � <br />� I <br />�3 <br />I <br />I 8" x 16" conc. ft& w/ <br />e 2 - #5 rebars cent. w/ a <br />S" x 8" x16" conc block i <br />stemwall above <br />3� <br />3/4" Recess for all <br />I I doorways )typ). <br />I3 <br />I <br />11^/ 1 000a K=W10DOW <br />371-3 to r 3(.0 _ <br />I � � <br />f <br />24'� 24'� <br />I a'' 2 3 <br />FOUNDATION PLAN <br />SCALE: 1/4" = 1' - 0" <br />V C y <br />C � <br />a� <br />Coe -Za <br />a! <br />C <br />1 <br />•u <br />•cc tL •i <br />r_ <br />4) t `' N <br />�o �o0 <br />roC�T� <br />o tr <br />t4 Q M <br />al C M <br />m v = LL L <br />L Z LWu.. <br />CND �� U CL <br />EE <br />:3 -0 U L ca <br />cno <br />m n� o a <br />E �(0 <br />to Q L) CC: M <br />o co � � <br />� Ez Co _ <br />N v ►— , o <br />F- 0 v F- = cv (L <br />f-+ N <br />a� LO <br />co <br />M <br />vl �4-0 <br />Z vJ � <br />O <br />0. � vs <br />O :L <br />V r <br />z 0 LO 4) <br />a <br />Q <br />m <br />:_: <br />C —J <br />Of <br />Cl- <br />JOB NO. <br />5010 9TH STREET <br />DATE <br />APRIL 3, 2017 <br />DRAWN BY <br />Daniel M. Ossman <br />SHEET NO. <br />A-2 <br />