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12-86 4OF7-081
IM I L I 1 0 ion iii 1 IME i ME [Ili WIN A I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 SOFFIT BEAM SCHEDULE MARK ELEVATION SIZE REINFORCING Vu SHEAR FRICTION REMARKS Mu TOP "C" "E" "I" "A" "B" 2SB -241 SEE PLAN 16"x30" 410 2 #9 2 #10 — 2 #5 120 -o 3 #8- — 2SB 7242 SEE PLAN 16 x30" 470 2 #9 3 #9 — 2 #5 116 3 #6 3 #8 — 2SB -242A SEE PLAN 16"x30 300 2 #9 2 #9 — 2 #5 50/75 3 #6 4 #6 — 2SB -242B SEE PLAN 16"00" 300 2 #9 2 #9 — 2 #5 80 3 #6 4 #6 — 2SB -242C SEE PLAN 16"x30" 100 2 #9 2 #9 — 2 #5 110 CADD FILE NAME 4 #6 — 2SB -243 SEE PLAN 16 x30" 432 2 #9 5 #9 — 2 #5 116 3 #8 — 2SB -244 SEE PLAN 16 "x30" 475 2 #9 5 #9 — 2 #5 118 3 #7 3 #8 — 2SB -245 SEE PLAN 16 "x30" 175 2 #9 5 #9 — 2 #5 85 3 #7 — 2SB -246 ISEEPLAN 16"x30" 398 2 #9 6 #9 — 2 #5 100 3 #6 3 #7 — 2S6 -247 SEE PLAN 16 "x30" 220 2 #9 — — 2 #5 80 3 #6 3 #9 — 2SB -248 SEE PLAN 16"00" 520 2 #9 4 #9 — 4 #7 701110 3 #6 4 #7 — 2SB -249 SEE PLAN 16%30 290 2 #9 3 #9 — 4 #7 95 4 #7 — 2SB -250 SEE PLAN 115'00" 345 2 #9 3 #9 — 4 #7 95 4 #7 — 2SB -251 SEE PLAN 16" 00" 320 2 #9 3 #9 — 4 #7 95 4 #7 — 2SB -252 SEE PLAN 16x30" 340 2 #9 4 #7 — 4 #7 90 3 #6 4 #7 — 2SB -253 SEE PLAN 16" x30" 200 2 #9 — — 4 #7 50 3 #6 — 2SB -254 SEE PLAN 16'00" 100 2 #9 2 #8 — 2 #5 60 3 #6 3 #7 - — 2SB -255 SEE PLAN 16!'x30!' 320 2 #9 3 #8 — 2 #5 85 3 #7 3 #7 — 2SB -256 SEE PLAN 16 "x30" 270 2 #9 3 #10 — 2 #5 90 3 #7 3 #8 — 2SB -257 SEE PLAN 16" 00" 465 2 #9 — — 2 #5 100 3 #6 2 #7 — 2SB -258 SEE PLAN 16"x30" 100 2 #9 1 #10 — 2 #5 60 3 #6 3 #7 — 2SB -259 SEE PLAN 16"x30" 310 2 #9 2 #10 — 2 #5 90 3 #7 — 2SB -260 SEE PLAN 16! x30!' 310 2 #9 2 #9 — 2 #5 90 3 #7 — 2SB -261 SEE PLAN 16"x30" 270 2 #9 — — 2 #5 80 3 #6 2 #9 — 2SB -262 SEE PLAN 16 00" 137 2 #9 — — 2 #5 80 3 #6 3 #8 — 2SB -263 SEE PLAN 16! x30!' 403 2 #9 — — 2 #5 110 3 #8 — 2SB -264 SEE PLAN 16! 00" 407 2 #9 — — 2 #5 110 3 #9 — 2SB -265 SEE PLAN 16 "x30" 403 2 #9 — — 2 #5 110 3 #7 — 2SB -266 SEE PLAN 16"00" 100 2 #9 2 #9 — 2 #5 70 3 #8 — 2SB -267 SEE PLAN 16"x30" 1 360 2 #9 3 #10 — 2 #5 100 3 #7 — 2SB -268 SEE PLAN 16"x30" 360 2 #9 2 #9 — 2 #5 100 3 #7 — 2SB -269 SEE PLAN 16700" 120 2 #9 — — 2 #5 70 3 #6 — 2SB -270 SEE PLAN 16 x30" 200 2 #9 — — 2 #5 50 3 #6 3 #6 — 2SB -271 SEE PLAN 16" x30" 100 2 #9 — — 2 #5 40 3 #6 — 2SB -272 SEE PLAN 16"x30" 100 2 #9 — — 2 #5 30 3 #6 — 2SB -273 SEE PLAN 16"x30" 100 2 #9 — — 2 #5 35 3 #6 — 2SB -274 SEE PLAN 16"x30" 375 2 #9 2 #9 — 2 #5 90 3 #6 3 #7 — 2SB -275 SEE PLAN 16"00" 105 2 #9 — — 2 #5 68 — 3 #6 — 2SB -276 SEE PLAN 16"x30" 146 2 #9 1#7 — 2 #5 58 — 3 #6 — 2SB -277 -SEE PLAN -16" 00" -193 -2 #9 — - — -2 #5 — 61 3 #6 — — 2SB -278 SEE PLAN 24x30" 228 3 #9 — — 2 #5 64 3 #6 3 #6 — 2SB -279 SEE PLAN 24x30" 115 3 #9 3 #9 — 2 #5 83 — 3 #8 — 2SB -280 SEE PLAN 24x30" 461 3 #9 3 #10 — 2 #5 115 — 3 #8 — 2SB -281 SEE PLAN 24x30" 226 3 #9 — — 2 #5 94 3 #6 — — 2SB -282 SEE PLAN 24x30" 575 3 #9 4 #9 — 2 #5 120 3 #7 3 #8 — 2SB -283 SEE PLAN 24x30" 400 3 #9 1 #9 — 2 #5 112 — 3 #7 — 2SB -284 SEE PLANI 24x30" 100 3 #9 1 #9 — 2 #5 68 — 3 #7 — 2SB -285 SEE PLAN 24x30" 450 3 #9 — — 2 #5 94 3 #6 — — 2SB -286 SEE PLAN 2430" 775 3 #10 4 #10 — 2 #5 138 3 #7 3 #9 — 2SB -287 SEE PLAN 2430" 300 3 #10 2 #8 — 2 #5 112 — 3 #8 — S —2 8 SE LAN 24x3 " 4 0 2 #10 — 3 #7 — — 2SB -289 +16' -0 30 "x30" 100 5 #11 5 #11 — 2 #5 265 3 #7 5 #9 CAN LIE . 2SB -290 +15'— 30 "x30" 140 5 #11 2 #8 — 2 #5 160 60 _ 3 #6 _ 2SB -291 +15' -9" 30 "x27' 560 5 #11 3 #11 — 2 #5 10070 — 4 #9 _ 2SB -292 + 19' -9" 30"x2_1' 100 5#11 1#6 — 2 #5 170 3 #7 — 2 —29 SEEP 24x3 0 9 — — — 2SB -294 SEE PLAN 16"x30" 310 2 #9 1 #9 — 2 #5 80 3 #6 3 #7 — 2SB -295 SEE PLAN 16%30" 100 2 #9 — — 2 #5 50 3 #6 — — 2SB -296 SEE PLAN 24"x30" 1040 3 #10 5 #11 — 2 #5 180 3 #8 3 #10 — 2SB -297 SEE PLAN 24"x30" 100 3 #10 — — 2 #5 125 — 3 #6 — 2SB -298 SEE PLAN 24"x30" 235 3 #10 — — 2 #5 40 3 #6 — — 2SB -299 SEE PLAN 24 "x30" 1045 3 #11 6 #11 — 2 #5 140 3 #8 3 #10 — 2SB -300 SEE PLAN 24" x30" 680 3#11 3#41 — 2 #5 170 — 3 #9 — 2SB -301 SEE PLANI 2400" 210 3 #11 — — 2 #5 100 3 #6 — — 2SB -302 SEE PLAN 24"x30" 1075 3 #11 7#41 — 2 #5 200 3 #8 3 #10 — 2SB -303 SEE PLAN 24"x30" 700 3 #11 3 #9 — 2 #5 180 — 3 #9 — 2SB -304 SEE PLAN 24 "x30" 182 3 #11 — — 2 #5 110 — 3 #7 — 2SB -305 SEE PLAN 24"x30" 335 3 #11 — — 2 #5 80 3 #6 — — 2SB -306 SEE PLAN 24 "x30" 1100 3 #11 6 #11 — 2 #5 190 3 #8 3 #10 — 2SB -307 SEE PLAN 24"x30" 700 3 #11 3 #11 — 2 #5 175 — 3 #9 — 2SB -308 SEE PLAN 24"x30" 505 3 #11 2 #11 — 2 #5 140 — 3 #9 — 2SB -309 SEE PLAN 24 "x30" 435 3 #11 — — 2 #5 110 3 #6 — — 2SB -310 SEE PLAN 16700" 300 2 #9 3 #9 — 2 #5 — 3 #6 3 #7 — 2SB -311 SEE PLAN 16%30" 390 2 #9 6 #9 — 2 #5 — — 3 #9 — 2SB -312 SEE PLAN 16! 00" 625 2 #9 — — 2 #5 — 3 #6 — — 2S —313 SE LAN 16" x 3 " 235 2 #9 — — 2 5 5 3 #6 3 6 — 2SB -314 SEE P LAN 24 "x30" 100 3J9 1#9 — 2 #5 50 3 #6 3 #7 — 2SB -315 SEE PLAN 2400" 550 3 #9 1#9 — 2 #5 80 — 3 #7 — 2SB -316 SEE PLAN 24" x30" 100 3 #9 — — 2 #5 50 3 #6 — — C i t -SOFFIT BEAM SCHEDULE MARK ELEVATION SIZE REINFORCING Vu SHEAR FRICTION REMARKS Mu TOP "C" "E" "I" "A" "B" 2SB -318 SEE PLAN ' ISSUE DATE -o 2SB -319 SEE PLAN 16700" 150 3 #9 2 #10 — 2 #5 70 3 #6 3 #8 — 2SB -320 SEE PLAN 16"x30" 425 3 #9 2 #10 — 2 #5 100 — 3 #8 — 2SB -321 SEE PLAN 24"x30 250 3 #9 3 #10 — — 90 3 #6 3 #8 — 2SB -322 SEE PLAN 24"x30" 450 3 #9 3 #10 — 2 #5 120 CADD FILE NAME 3 #7 — S _ DRAWING TITLE „ BEAM SCHEDULE SHEET NUMBER A 2SB -324 SEE PLAN 16"x30" 555 5 #9 2 #6 2 #5 70/100 3 #7 3 #8 "C BARS 2ND. LAYER 2SB -325 SEE PLAN 100 5 #9 2 #6 2 #5 75 3 #7 to to to 2SB -326 SEE PLAN 275 5 #9 2 #6 2 #5 70 3 #7 to to to 2SB -327 SEE PLAN 100 5 #9 2 #6 2 #5 150 3 #9 2SB -328 SEE PLAN 100 5 #9 1 — 2SB -250A SEE PLAN 16" x30" 190 2 #9 2 #6 2 #5 50 3 #6 3 #6 ' 2SB -250B SEE PLAN 16700" 100 2 #9 2 #5 60 3 #6 2SB -251A SEE PLAN 16 "00" 290 2 #8 2 #5 60 6 #6 BM. SIMPLE("A' BARS 1/2 E.E. ' 2SB -251 B SEE PLAN 16" x30" 410 2 #8 _ 2 #5 90 3 #7 3#7. 2SB -251 C SEE PLAN 16700" 350 2 #9 4 #9 2 #5 90 3 #7 , 2SB -252A SEE PLAN 16700" 110 3 #9 2 #5 50 2 #7 2 #7 NOT A CANT. 2SB -252B SEE PLAN 16"x30" 100 3 #9 2 #5 75 2 #8 . 2SB -252C SEE PLAN 16" x30" 390 3 #9 2 #5 100 2 #9 2SB -252D SEE PLAN 16%311' 190 3 #9 2 #5 80 2 #8 2SB -252E SEE PLAN 16" x30" 375 3 #9 2 #5 100 2 #9 2SB -252F SEE PLAN 16" x30" 165 3 #9 2 #5 80 2 #7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 K F NATIONAL CITY CENTER P.O. BOX 7033 INDIANAPOLIS, IN 46207 (3171 636 -1600 THE C OMRAS COMPANY 1111 Lincoln Road Mall Suite 510 Miami Reach, FL. 33139 (305) 532 -0433 • �1 1.0I�T2I Ia ARCHITECTURE•ENGINEERING PLANNING•INTBRIOR DESIGN 59.07 OF 5960 S.W. 57TH AVE. MIAMI, FLORIDA 33143 TEL (305) 666 -5474 EAA FAX (305) 666 -4994 0002416 EB 0002354 EUGENIO M. SANTIAGO, P.E. EGISTERED ENGINEER (CIVIL /STRUCT. FL. REG. NO.19673 ' ISSUE DATE -o -o c -off REVISION DATE 08-07-96 - PRICING DOC. 12 -10 -96 -o Z 30 02 -12 -97 - U . W CADD FILE NAME S9.07 —RT DRAWING TITLE BEAM SCHEDULE SHEET NUMBER A 59.07 OF