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27 (2) #5 TOP, E1 <br /> CONT. STEEL S4.2 <br /> LEDGER ANGLE (2) LAYERS <br /> S2.1 <br /> 3'-4" 4'-8" 3'-0" 3'-0" 4'-8" 3'-4" <br /> e 01 22'-0" <br /> w � Inl I I Inl Inl � <br /> _ _ - - •I _ _ 1'-1 - - - _ z0 L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J <br /> - <br /> TSHDR. --------------------a----- --------------------------------------------------------�-------------------- 2'-g" 6,_4„ 4,_0„ 6,_4„ 2,_8„ <br /> J <br /> II I I I I I I <br /> + --- 54.21 I I r-1+ TI�-----------1-------------------------+-----------4------------------------------------------------------------rI+ <br /> LOUVER LOUVER I I I II � 11 1 (2) #5 HORIZ. I 1 I 1 111 34 TS7x3x1/4 HEADER OVER <br /> _1_____________I__ S4.2 LOUVER OPENINGS 27 <br /> i-h--- -r- ------------L- - ------ - I---4- +1 I I I I I I <br /> III (2) #5 CONT. I I I 11 �' , 1 I I I I I CONCRETE FLOOR SLAB THESE <br /> 11 TOP WALL BARS I I #5 CONT.s TYP. I I I 11 11 1 (2) #5 HORIZ. , , 1 , ,I TS OUTRIGGER <br /> III I I I III I I I I I III (2) ROOMS ONLY: 54.2 <br /> PER ELEV. E2. I I I iiI I BAR EXTENSION I 1 1 I I-I I AT RIDGE PER DET. <br /> (2) #5 CONT. i ; i I i i AT END PANELS ONLY, I i PER i i i i Iii SIM. 9' THK. w/ #3 @ 18'o.c. EA. W6x9 AT EF <br /> IN LIEU OF STRAIGHT 11 13 L WAY TOP & BOT., OVER 6" OPENINGS TYP. 5 R1111 <br /> TT Jr-----------�--i--- -- --t-(2) #5 C NT. - --1-- rtTT 11 I I I I I IIISLOPED LEDGER ANGLE AS <br /> II r I I TOP BARS, PROVIDE 11 I S2.1 1 I I I 1 16 18 _ CRUSHED ROCK PER GEOTECH. PER 24 S4.2 AT OPPOSTE END OF BLDG. <br /> III I I II I 14'-8" , 4'-0" 6'-0" 1 4'-0" II <br /> 11 I 1 1 (2) #5 BENT INTO 1, 1 1 1 S4.1 S4.1 REPORT. S4.2 <br /> iiI i i Iii CMU. SET BAR IN iiI 1 i (2) #5 HORIZ. <br /> III #5 S @ 24" c. I 111 i #5 WALL VERT BARS --------__ i-------------i ____------ ------ 11 <br /> CHEMICAL ADHESIVE IN II ----- <br /> p II I I II II @ 8 o.c. HERE I I -- <br /> 1 II <br /> III I I I 111 DRILLED HOLES ,I I �-----------�-------------�-----------�------ <br /> AT EN PIE , TYP. I IXLOUVER <br /> I I / 1 i 30B <br /> III I I I III 1 iiI I I1 (2) #5 HORIZ. 1 1 III 16 _ 22 1-1/2" HSB-36, <br /> I ; I (2) ,#rJ I 1 n _ II I 1 - a0 54.2 <br /> 4- I_�41 l 11 11(( II ( ) # 1 III SIM. 17 co WALL 54.2 18 GA. MTL. DECK, TYP. <br /> II I1 I SIM. 11 1 I VERT. AT iiI ' �i II1~ 2 5 11 , I 16 PARTIAL-NEIGH -00 <br /> 11 11 (0 -0 ) j1 1 II 111 JAMBS, TYP. I1 ' IIII VERT. AT 11 I (0'-0 ) - T.O. 11 m S4.1 TYPICAL CONCRETE FLOOR SLAB: 6" BRACES VERDE DESIGN <br /> 34 III II II I 18 II I III 8" CMU II11 I 1 I 54.1 WALLS <br /> T.O. SLAB 1, I 11 111 11 1 1' 11 JAMBS, TYP.­ ,1 LOUVER 'I SLAB BEYOND 1I / # TS5x5x3 16' COL.1 34 11 '1 1II II 11 1 L THK. w 4 @ 18"o.c. EA. WAY AT ® ® / LANDSCAPE ARCHITECTURE <br /> S2.3 ' 11 1 S4.1 0.H. 11 -- - MID-DEPTH, OVER 6' OF CRUSHED <br /> 11 11 11 11 1, I 11 S2.3 11 11 -ir-----------r-------------�-----------�i----- I1 CTRD. ON INTERSECTING <br /> 11 II __I - - 1 _ PER GEOTECH REPORT 8,10 CMU WALLS BELO CIVIL ENGINEERING <br /> - _ - -- -------- - - - - �� <br />