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12-86 4OF7-076i lei I[:7 IKE IF io I C r.: IDA 1 2 CANTILEVER TOP BARS 7 STIRRUPS "B" BARS Y CANTILEVER 3 CONT. TOP BARS 0.33 (L -1) OR CANTILEVER T' WHICHEVER is GREATER 4 5 "C" BARS STD. 90 DEG. HOOKS 0.33 (L -1) R 0.33 (L -2) 0,25 L -2 "E" BARS —�) Y I L" B" BARS � �� L CONT. " I" BARS / 1 '-1 BOT. BARS "A" BARS —� L -1 L-2 LAP BOTT. BARS 24 BAR DIA. 6 7 8 NOTES: 1. WHERE NECESSARY, CONT. TOP BARS SHALL BE LAPPED 24 BAR DIA. IN MIDDLE 1/3 OF SPAN. 2. THE SYMBOL " *" MEANS WHICHEVER IS GREATER SOFFIT BEAM REIlVFORCIlVG PLACEMENT DIAGRAM NOT TO SCALE SOFFIT BEAM SCHEDULE MARK ELEVATION SIZE - R E I N F O R C I N G Vu SHEAR /FRICTION REMARKS Mu TOP "C" "E" "I" "A' "B» RSB -1 SEE PLAN 16 "x30" 475 3 #10 2 #10 - 2 #5 98 3 #6 3 #8 - RSB -2 SEE PLAN 16"00" 186 3#10 - - 2 #5 82 3 #8 3 #6 - RSB -3 SEE PLAN 16"x30" 150 1 3 #10 - - 2 #5 55 3 #6 1 - RSB -4 - SEE PLAN 24" x30" 100 4 #7 - 1#8 2 #5 60 2 #9 - RSB -5 SEE PLAN 24%30" 550 4 #7 - - 2 #5 105 2 #8 - RSB -6 SEE PLAN 24 "x30" 900 6 #10 2 #10 - 2 #5 175 2 #9 3 #9 - RSB -7 SEE PLAN 2400" 252 6 #10 - - 2 #5 135 3 #6 2 #9 - RSB -8 SEE PLAN 24 "x30" 710 6 #10 - - 2 #5 152 2 #9 2#10 - RSB -9 SEE PLAN 2400" 100 4 #7 - 1 #10 2 #5 40 3 #6 2 #8 - RSB -10 SEE PLAN 24700" 422 4 #7 - - 2 #5 70 2 #8 2 #8 - RSB -11 SEE PLAN 2400" 450 7 #8 - - 2 #5 110 3 #6 2 #9 - RSB -12 SEE PLAN 24 "x30" 265 7 #8 1 #8 - 2 #5 110 3#6 2 #9 - RSB -13 SEE PLAN 2400" 550 7 #8 - - 2 #5 125 2 #8 2 #10 - RSB -14 SEE PLAN 16"00" 100 2 #7 - - 2 #5 20 3 #6 3 #6 - RSB -15 SEE PLAN 16"00" 100 2 #7 - - 2 #5 16 3 #6 - RSB -16 SEE PLAN 16"00" 100 4 #8 - - 2 #5 70 3 #6 2 #8 - RSB -17 SEE PLAN 16700" 400 4 #8 - - 2 #5 85 3 #6 2 #8 - RSB -18 SEE PLAN 16"x30" 220 2 #9 - - 2 #5 50 3 #6 2 #6 - RSB -19 SEE PLAN 16"x30" 100 2 #9 1 #9 - 2 #5 42 3 #8 - RSB -20 SEE PLAN 16700" 340 2 #9 - - 2 #5 65 3 #6 3 #6 - RSB -21 SEE PLAN 16" x30" _ 100 2 #6 1#6 _. - 2 #5 20 3 #6 3 #6 - RSB -22 SEE PLAN 16" x30" 100 2 #6 - - 2 #5 20 3 #6 - RSB -23 SEE PLAN 16" 00" 100 2 #6 - - 2 #5 16 3 #6 - RSB -24 SEE PLAN 16"x30" 100 4 #11 - 4 #11 2 #5 110 2 #8 2 #9 - RSB -25 SEE PLAN 16"x30" 100 4 #11 - - 2 #5 40 2 #8 3 #6 - RSB -26 SEE PLAN 16"x30 '210 4 #11 ` - - 2 #5. 30 3 #6 3 #6 = RSB -27 SEE PLAN 16"00" 100 4 #11 - - 2 #5 20 3 #6 - RSB -28 SEE PLAN 16'05 210 4#11 - - 2 #5 35 3 #6 2 #9 - RSB -29 SEE PLAN 24 "x30" 400 4 #8 1 #7 - 2 #5 1 90 3 #6 3 #7 - RSB -30 SEE PLAN 24700" 100 4 #8 - - 2 #5 65 3 #6 2 #8 - RSB -31 SEE PLAN 24 "x60" 310 4 #8 - - 2 #5 80 3 #6 3 #10 - RSB -32 SEE PLAN 12"x60" 710 2 #10 2 #10 - 6 #5 90 3 #6 2 #8 - RSB -33 SEE PLAN 12"x60" 710 2 #10 - - 6 #5 90 3 #6 2 #9 - RSB -34 SEE PLAN 24 "x30" 420 4 #8 2 #8 - 2 #5 102 3 #6 2 #9 - RSB -35 SEE PLAN 24700" 200 4 #8 4 #8 - 2 #5 100 SEE PLAN 2 #10 - RSB -36 SEE PLAN 24 "x30" 700 4 #8 3 #9 - 2 #5 150 SEE PLAN 2 #10 - RSB -37 SEE PLAN 24700" 115 4 #8 1 #8 - 2 #5 90 SEE PLAN 2 #9 - RSB -38 SEE PLAN 24" x30" 310 4 #8 1#8 - 2 #5 90 SEE PLAN 2 #9 - RSB -39 SEE PLAN 24%30" 170 4 #8 1#6 - 2 #5 90 SEE PLAN 2 #9 - RSB -40 SEE PLAN 24700" 300 4 #8 - - 2 #5 90 SEE PLAN 2 #9 - RSB -41 SEE PLAN 2400" 100 4 #8 - - 2 #5 40 SEE PLAN 2 #9 - RSB -42 SEE PLAN 2400" 100 4 #8 - - 2 #5 90 3 #6 24"x30" - RSB -43 SEE PLAN 24"x30" 610 4 #8 3 #10 - 2 #5 130 2 #9 2 #8 - RSB -44 SEE PLAN 24700" 260 4 #8 3 #10 - 2 #5 110 SEE PLAN 3 #10 - RSB -45 SEE PLAN 2400" 610 4 #8 - - 2 #5 130 2 #10 2 #8 - RSB -46 SEE PLAN 16" 00" 670 2 #8 - - 2 #5 80 2 #8 2 #8 - RSB -47 SEE PLAN 24 "x30" 550 4 #10 - - 2 #5 190 2 #8 3 #10 - RSB -48 SEE PLAN 2400" 1050 4 #10 - - 2 #5 190 SEE PLAN 2 #9 - RSB -49 SEE PLAN 16"00" 410 4 #7 2 #10 - 2 #5 110 3 #6 2 #9 - RSB -50 SEE PLAN 16" 00" 200 4 #7 2 #9 - 2 #5 90 SEE PLAN 2 #9 - RSB -51 SEE PLAN 16%30" 300 4 #7 - - 2 #5 45 3 #6 16! - RSB -52 SEE PLAN 24700" 1050 5 #10 5 #10 - 2 #5 1 220 2 #10 4 #9 - RSB -53 SEE PLAN 2400" 500 5 #10 5 #10 - 2 #5 200 SEE PLAN 4 #9 - RSB -54 SEE PLAN 2400" 1050 5 #10 5 #10 - 2 #5 220 2 #10 2 #9 - RSB -55 SEE PLAN 2400" 1350 4 #8 - - 2 #5 162 3#10 3#10 - RSB -56 SEE PLAN 16700" 100 4 #10 6 #10 - 2 #5 112 2 #6 3 #10 - RSB -57 SEE PLAN 24 x30" 120 - - 2 #5 70 3 #6 24 "x36" - RSB-58 SEE PLAN 16"00" 1200 4 #10 - - 2 #5 180 3 #8 3 #6 - RSB -59 SEE PLAN 16"x30" 335 2 #10 2 #8 - 2 #5 95 3 #6 2 #8 - RSB -60 SEE PLAN 16 "x30" 220 2 #10 - - 2 #5 90 3 #6 24706" - RSB -61 SEE PLAN 16"x30" 550 3 #10 2 #!0 - 2 #5 115 2 #8 2 #9 - RSB -62 SEE PLAN 16"x30" 230 3 #10 2 #10 - 2 #5 100 3 #6 2 #9 - RSB -63 SEE PLAN 16"00" 550 3#10 - - 2 #5 115 2#10 2 #8 - RS kA4 SEE PLAN 24 "x30" 600 4 #7 - 10 2 5 1 2 #8 24 "x30" - RSB -64A SEE PLAN 6%36- 100 3 #8 2 #8 - 2 #5 62 2 #9 3 #6 - RSB -64B SEE PLAN 16" x22" 425 3 #8 2 #8 - - 91 2 #9 3 #9 - RSB -64C SEE PLAN 16"x36" - - - - 2 #5 - - 2400" - 4 9 10 11 SIZE REINFORCING Vu CONT. TOP BARS. 4M. BEYONDI f DETAIL 3/4" - 1' -0" ABM. BEYOND) LOAD- BEARING 'p BEAM. 12 13 CLEAR =ANCE BETWEEN LAYERS SHALL BE 1" OR THE BAR DIAMETER WHICHEVER IS GREATER TOP REINF. FROM BEAM BEYOND. SOFFIT BEAM SCHEDULE MARK ELEVATION SIZE REINFORCING Vu SHEAR /FRICTION REMARKS Mu TOP "C" "E" "I" "A" "B" RSB -65 E PLAN 24 "x30" 710 4 #8 - - 2 5 155 2 9 4 #10 - RSB -65A SEE PLAN 24 "x30" 592 3 #9 - - - 102 3 #8 - -66 SEE 24' x30" 320 4 1 2 #9 - 2 #5 1 5 1 1 - RSB -67 SEE PLAN 24"x30" 310 4 #10 -- - 2 #5 120 2 #9 - RSB -68 SEE PLAN 24"x30" 380 4 #10 - - 2 #5 115 3 #6 - RSB -69 SEE PLAN 24" x30" 100 3 #9 - - 2 #5 5 3 #6 3 #6 - RSB -70 SEE PLAN 24" x30" 450 3 #9 - - 2 #5 65 3 #6 3 #6 - RSB -71 SEE PLAN 24700" 550 4 #9 3#10 - 2 #5 145 2 #8 2#10 - RSB -72 SEE PLAN 24" x30" 400 4 #9 - - 2 #5 135 3 #6 2 #9 - RSB -73 SEE PLAN 24" x30" 100 4 #9 - 2 #8 2 #5 85 2 #8 - RSB -74 SEE PLAN 24 "x30" 100 4 #9 - - 2 #5 120 3 #6 - RSB -75 SEE PLAN 24"x30" 400 4 #9 3 #9 - 2 #5 160 3#6 2 #10 - RSB -76 SEE PLAN 24" x30" 165 4 #9 1#9 - 2 #5 120 2 #10 - RSB -77 SEE PLAN 24" x30" 420 4 #9 - - 2 #5 130 2 #9 3 #10 - RSB -78 SEE PLAN 16" x30" 100 2 #9 - 1#6 2 #5 60 2 #7 - RSB -79 SEE PLAN 16"x30" 100 2 #9 1 #6 - 2 #5 40 2 #8 - RSB -80 SEE PLAN 16" x30" 255 2 #9 1 #10 - 2 #5 70 2 #8 - RSB -81 SEE PLAN 16" x30" 140 2 #9 1#6 - 2 #5 70- 2 #7 - RSB -82 SEE PLAN 16" x30" 160 2 #9 1#8 - 2 #5 60 2 #7 - RSB -83 SEE PLAN 16" x30" 200 2 #9 1#10 - 2 #5 50 2 #7 - RSB -84 SEE PLAN 16" x30" 210 2 #9 1#7 - 2 #5 50 3 #6 2 #7 - RSB -85 SEE PLAN 16" x30" 130 2 #9 ! #9 - 2 #5 50 2 #7 - RSB -86 SEE PLAN 16"x30" 270 2 #9 - - 2 #5 50 3 #6 - RSB -87 SEE PLAN 24"x30" 680 10 #9 - - 2 #5 150 2 #8 3 #9 - RSB -88 SEE PLAN 24" x30" 830 10 #9 - - 2 #5 150 2 #8 - RSB -89 SEE PLAN 24"x30" 280 4 #8 - - 2 #5 65 3 #6 3 #7 - RSB -90 SEE PLAN 24"x30" 100 4 #10 2 #10 - 2 #5 90 2 #9 - RSB -91 SEE PLAN 24"x30" 680 4 #10 2 #10 - 2 #5 120 2 #9 - RSB -92 SEE PLAN 24"x30" 160 4 #10 3 #7 - 2 #5 90 2 #8 - RSB -93 SEE PLAN 24"x30" 560 2 #10 - - 2 #5 105 3 #6 - RSB -94 SEE PLAN 24"x36" 1675 4 #11 5 #11 - 2 #5 280 4 #10 3 #10 - RSB -95 SEE PLAN 24"x36" 210 4 #10 - - 2 #5 210 3 #6 16"x30" - RSB -96 SEE PLAN 24 "x30" 100 4 #9 - 1 #9 2 #5 130 SEE PLAN 2 #9 - RSB -97 SEE PLAN 24" x30" 120 4 #7 1#6 - 2 #5 90 SEE PLAN 2 #9 - RSB -98 SEE PLAN 24"x30" 280 4 #10 6 #9 - 2 #5 140 SEE PLAN 3 #10 - RSB -99 SEE PLAN 24"x30" 850 4 #10 6 #10 - 2 #5 180 SEE PLAN 3 #10 - RSB -100 SEE PLAN 24 "x30" 200 4 #8 - - 2 #5 130 SEE PLAN 3 #6 - RSB -101 SEE PLAN 24"x30" 140 4 #8 - - 2 #5 60 SEE PLAN 3 #6 - RSB -102 SEE PLAN 24 "x30" 100 4 #8 1 #9 - 2 #5 65 SEE PLAN 3 #6 - RSB -103 SEE PLAN 24"x30" 250 4 #8 1 #6 - 2 #5 50 SEE PLAN 3 #6 - RSB -104 SEE PLAN 24"x30" 100 4 #8 1 #6 - 2 #5 20 SEE PLAN 2 #8 - RSB -105 SEE PLAN 24"x30" 250 4 #8 - - 2 #5 50 3 #6 24"x30" - RSB -106 SEE PLAN 24"x30" 400 4 #8 2 #9 - 2 #5 100 3 #6 2 #8 - RSB -107 SEE PLAN 24"x30" 100 4 #8 2 #8 - 2 #5 70 SEE PLAN 3 #6 - RSB -108 SEE PLAN 24! x3Y' 130 2 #7 - - 2 #5 50 3 #6 2 #8 - RSB -109 SEE PLAN 24 "x30" 480 2 #7 - - 2 #5 80 SEE PLAN 2 #8 - RSB -110 SEE PLAN 24"x30" 100 2 #7 - - 2 #5 50 3 #6 16700" - RSB -111 SEE PLAN 24 "x30" 100 4 #8 - 10 #9 2 #5 160 SEE PLAN 2 #11 - RSB -112 SEE PLAN 24 "x30" 100 4 #8 - - 2 #5 130 SEE PLAN 2 #8 - RSB -113 SEE PLAN 24! x3Y' 450 4 #8 3 #10 - 2 #5 130 SEE PLAN 2 #9 - RSB -114 SEE PLAN 24 x30" 380 4 #8 - - 2 #5 120 3 #6 16! - RSB -115 SEE PLAN 24"x30" 100 4 #10 - 4 #9 2 #5 150 SEE PLAN 3 #9 - RSB -116 SEE PLAN 24"x30" 100 4 #10 - - 2 #5 100 SEE PLAN 2 #8 - RSB -117 SEE PLAN 24"x30" 450 4 #10 2 #9 - 2 #5 110 SEE PLAN 2 #9 - RSB -118 SEE PLAN 24 "x30" 100 4 #8 - - 2 #5 60 SEE PLAN 2 #8 - RSB -119 SEE PLAN 24"x30" 300 4 #8 1 #9 - 2 #5 90 SEE PLAN 2 #8 - RSB -120 SEE PLAN 24 x30" 120 4 #8 - - 2 #5 70 3 #6 24 "x36" - RSB -121 SEE PLAN 16"x30" 310 2 #9 1 #7 - 2 #5 45 3 #6 3 #6 - RSB -122 SEE PLAN 16"x30" 100 2 #9 3 #10 3 #10 2 #5 60 SEE PLAN 2 #8 - RSB -123 SEE PLAN 16"x30" 510 2 #9 - - 2 #5 80 3 #6 24706" - RSB -124 SEE PLAN 16"x30" 160 2 #9 3 #10 - 2 #5 40 3 #6 3 #6 - RSB -125 SEE PLAN 16 "x30" 260 2 #9 - - 2 #5 30 3 #6 24%36' - RSB -126 SEE PLAN 24"x30" 350 4 #7 3 #10 3 #10 2 #5 60 3 #6 3 #6 - RSB -127 SEE PLAN 24 "x30" 600 4 #7 - - 2 #5 80 2 #8 24 "x30" - RSB -128 SEE PLAN 24"x30" 350 4 #8 1 #9 - 2 #5 80 2 #9 2 #10 - RSB -129 SEE PLAN 24"x30" 150 4 #8 2 #9 - 2 #5 75 SEE PLAN 3 #9 - RSB -130 SEE PLAN 24"x30" 450 4 #8 - - 2 #5 90 2 #9 2400" - RSB -131 SEE PLANI 2400" 360 4 #8 1 #9 - 2 #5 80 2 #9 3 #9 - 7 8 9 TYP. BEAM DErI'AIL SECTION 3/4" 1' -0" NOTE: FOR "CONSTRUCTION LOAD" CONDITION SEE SHT. 59.03 14' 15 TOP BARS. BARS & " E" BARS 'nd LAYER WHERE APPLICABLE) 'I" BARS (WHERE APPLICABLE) OR "B" BARS PRECAST SOFFIT 16 11 'A1 IM C 'u 17 18 0­4 1 AVED BEAM. DETAIL 2 3/4" 1' -0" SOFFIT BEAM SCHEDULE MARK ELEVATION - SIZE R E I N' F 0 R C I N G Vu SHEAR /FRICTION REMARKS Mu TOP "C" "E" "I" "A" "B" RSB -132 SEE PLAN 24 "x30" 170 4 #8 3 #10 - 2 #5 80 4 #10 - RSB -133 SEE PLAN 2400" 700 4 #8 - - 2 #5 154 3 #10 - RSB -134 SEE PLAN 24700" 320 4 #7 2 #9 - 2 #5 80 2 #9 2 #10 - RSB= 135 SEE PLAN 24"x30" 200 4 #7 1 #9 1 #9 2 #5 70 2 #10 - RSB -136 SEE PLAN 2,030" 230 4 #7 - - 2 #5 70 3 #6 - RSB -137 SEE PLAN 24 "X30" 540 3 #9 - - 2 #5 70 3 #6 3 #6 - RSB -138 SEE PLAN 24 "X30" 170 3 #8 - - 2 #5 50 3 #6 - RSB -139 SEE PLAN 24 "X30" 100 3 #8 - - 2 #5 45 3 #6 - RSB -140 SEE PLAN 24 "X30" 100 3 #7 - - 2 #5 30 3 #6 3 #6 - RSB -140A SEE PLAN 24" X30" 120 3 #7 - - 2 #5 40 3 #6 - RSB -140B SEE PLAN 24 "X30" 100 3 #7 - - 2 #5 30 3 #6 - RSB -140C SEE PLAN 24!'X30" 100 3#7 - - 2#5 10 3#6 - RSB -141 SEE PLAN 2400" 100 4#10 - 3#10 2 #5 100 4#10 - RSB -142 SEE PLAN 24 "x30" 700 4 #8 - - 2 #5 150 3 #10 - RSB -143 SEE PLAN 24 "x30" 100 4 #8 - - 2 #5 20 3 #6 - RSB -144 I�1 U RSB -145 +62' -0" 24" X30" 160 4 #8 _ - 44 3 #7 - RSB -146 +62' -0" 24 "X30" 160 4 #8 _ - 44 3 #7 - RSB -147 +62' -0" 24 "x30" 160 4 #8 - - 44 4 #8 - RSB -148 +62' -0" 2400" 325 3 #8 - - 75 4 #8 - RSB -148A +62' -0" 24"x30" 100 3 #8 - _ 20 3 #6 - RSB -149 RSB -150 RSB -151 RSB -152 RSB -153 ICI U F== D RSB -154 RSB -155 RSB -156 RSB -157 RSB -158 SEE PLAN 16"x30" 1 410 2 #10 2 #10 - 2 #5 90 2 #9 3 #9 - RSB -159 SEE PLAN 16"x30" 240 2 #10 1 #6 - 2 #5 90 2 #10 - RSB -160 SEE PLAN 16"x30" 100 2 #10 - - 2 #5 60 3 #6 - RSB -161 SEE PLAN 24" x30" 240 4 #8 1#7_ - 2 #5 80 2 #8 2#10 - RSB -162 SEE PLAN 24700" 200 4 #8 2 #9 - 2 #5 82 3 #9 - RSB -163 SEE PLAN 24"x30" 370 4 #8 - - 2 #5 100 1 2 #9 - RSB -164 SEE PLAN 24" x30" 100 4 #7 - 4#10 2 #5 75 3 #9 - RSB -165 SEE PLAN 24"x30" 140 4 #7 2 #10 - 2 #5 100 3 #9 - RSB -166 SEE PLAN 24" x30" 400 4 #7 2#10 - 2 #5 100 3 #9 - RSB -167 SEE PLAN 24700" 100 4 #7 - - 2 #5 70 3 #6 - RSB -168 SEE PLAN 2400" 100 4 #7 6#10 2 #5 100 4 #9 - RSB -169 SEE PLAN 24"x30" 260 4 #7 2 #10 2 #5 120 3 #9 - RSB -170 SEE PLAN 24%V 360 4 #7 - - 2 #5 90 2 #9 - RSB -171 SEE PLAN 24700" 250 3 #10 1 #6 - 2 #5 35 3 #6 3 #6 - RSB -172 SEE PLAN 2400" 100 3 #10 7 #10 - 2 #5 35 3 #6 - RSB -173 SEE PLAN 24" x30" 100 3 #10 - - 2 #5 113 - - RSB -174 SEE PLAN 16700" 100 4 #7 - - 2 #5 30 3 #6 - RSB -175 SEE PLAN 24%3d' 300 3 #8 - 2 #8 2 #5 42 3 #6 3 #6 - RSB -176 SEE PLAN 16700" 100 1 2 #8 - 2 #8 2 #5 1 15 3 #6 - RSB -177 SEE PLAN 16" x30" 280 2 #8 - 2 #8 2 #5 45 3 #6 - RSB -178 SEE PLAN 16! 100 2 #8 - - 2 #5 32 3 #6 - RSB -179 SEE PLAN 16"00" 117 2 #8 - - 2 #5 22 3 #6 - RSB -180 SEE PLAN 24" x30" 250 4 #7 - - 2 #5 17 3 #6 - RSB -181 SEE PLAN 24"x36" 900 4 #10 - 5 #10 2 #5 173 4 #8 6 #9 - RSB -181 A SEE PLAN 24%V 268 1#7 - - - 73 - 3 #7 - RSB -182 SEE PLAN 2406" 980 4 #8 1#7 - 2 #5 170 4 #9 3 #6 - RSB -182A SEE PLAN 24 "x36" 158 3 #8 - - 50 - 3 #6 - RSB -1828 SEE PLAN 24%367 100 3 #8 - - 2 #5 20 - - - RSB -183 SEE PLAN 240Y' 100 4#10 5#10 - 2 #5 120 6 #9 - RSB -184 SEE PLAN 24706" 500 4 #10 - 5 #9 2 #5 180 6 #9 - RSB -185 SEE PLAN 24" x36" 1000 4 #8 - - 2 #5 160 3#10 - RSB -186 SEE PLAN 24%36' 13001 4 #8 - - 2 #5 85 3 #9 - RSB -187 SEE PLAN 24"x30" 1120 ZAJJO 10 #10 - 2 #5 260 5 #10 7 #10 - RSB -188 SEE PLAN 24 "x30" 320 4 #8 2 #10 - 2 #5 170 4 #10 - RSB -189 SEE PLAN 24700" 460 #10 3 #10 - 2 #5 130 4 #10 - RSB -190 SEE PLAN 24" x30" 620 4 #8 - - 2 #5 140 3 #9 - RSB -191 SEE PLAN 2400" 100 4 #8 - - 2 #5 10 - 10 11 12 13 14 15 16 17 18 ER 1 1 1.. 1 NATIONAL CITY CENTER P.O. BOX 7033 INDIANAPOLIS, IN 46207 (317) 636 -1600 P a I s I H G THE COMRAS COMPANY 1111 Lincoln Road Mall Suite 510 Miami Beach, FL. 33139 (305) 532-0433 �q O 04 x E .'7 O v� J EXAMIL'L/ It) ARCHPfEUM - ENGINEERING PLANNING • INTERIOR DESIGN 59.02 5960 S.W. 57TH AVE. MIAMI, FLORIDA 33143 TEL (305) 666 -5474 FAX (305) 666 -4994 EAA 0002416 EB 0002354 EUGENIO M. SANTIAGO, P.E. EGISTERED ENGINEER (CIVIL /STRUCT. FL. REG. NO. 19673 ,• AVM ',•I _ ISSUE DATE -o -o c : ° REVISION DATE 06-07-9 - o1� PRICING DOC. 12 -10 -96 -o Z 02 -12 -97 - E- - U _w -� CADD FILE NAME S902 -RT DRAWING TITLE SOFFIT M. SCHEDULES SHEET NUMBER A 59.02