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M no VIN no "s ice■ i[7e ■ F NONE ME i C I ME A E 1 2 3 4 5 6 7 8 9 10 11 12 13 15 16 17 18 SOFFIT ]SEAM SCHEDULE MARK ELEVATION SIZE REINFORCING Vu SHEAR FRICTION REMARKS Mu TOP "C" "E" "I" "A" "B" RSB -192 SEE PLA 24"x30" 380 4 #8 - - 2 #5 55 2 #9 - - RSB -193 SEE PLAN 24 "x30" 450 4 #8 - - 2 #5 120 3 #6 3 #6 - RSB -194 SEE PLAN 24" x30" 750 4#10 5#10 - 2 #5 -160 4 #8 5#10 - RSB -195 SEE PLAN 24" x30" 710 4#10 5 #9 - 2 #5 100 3 #8 6 #9 - RSB -196 SEE PLAN 24 x30" 470 4 #10 2 #10 - 2 #5 150 3 #6 5 #8 - RSB -197 SEE PLAN 24" x30" 450 4 #8 3 #9 - 2 #5 130 3 #6 4 #9 - RSB -198 SEE PLAN 24x30" 250 4 #8 3 #9 - 2 #5 100 2 #8 - - RSB -199 SEE PLAN 24 x30" 350 4 #8 - - 2 #5 50 2 #9 3 #6 - RSB -200 SEE PLAN 24"x30" 750 4 #8 7 #10 - 2 #5 160 4 #8 5 #10 - RSB -201 SEE PLAN 24 "x30" 710 4 #8 7 #9 - 2 #5 200 - 6 #9 - RSB -202 SEE PLAN 24 "X30" 620 4 #8 - - 2 #5 120 3 #6 3 #9 - RSB -203 SEE PLAN 24" X30" 100- 4 #8 - - 2 #5 10 3 #6 3 #6 - RSB -204 SEE PLAN 24! x3Y' 100 4 #8 4 #9 - 2 #5 90 2 #9 4 #10 - RSB -205 SEE PLAN 24 "X30" 570 4 #8 4 #9 - 2 #5 140 - 4 #10 - RSB -206 SEE PLAN 24" X30" 100 4 #8 - - 2 #5 90 2 #9 - - RSB -207 SEE PLAN 24"x30" 200 4 #8 - - 2 #5 45 3 #6 2 #10 - RSB -208 SEE PLAN 24 x30" 100 4 #8 4 #9 - 2 #5 105 3 #7 4 #10 - RSB -209 SEE PLAN 24700" 550 4 #8 4 #9 - 2 #5 150 - 4 #10 - RSB -210 SEE PLAN 24" X30" 100 4 #8 2 #9 - 2 #5 80 - 3 #9 - RSB -211 SEE PLAN 24"x30" 350 4 #8 2 #8 - 2 #5 100 3 #7 3 #9 - RSB -212 SEE PLAN 24" x30" 100 4 #8 - - 2 #5 70 3 #6 3 #7 - RSB -213 SEE PLAN 24 "x3Y' 600 4 #8 4 #9 - 2 #5 130 3 #9 4 #9 - RSB -214 SEE PLAN 24 "x30" 100 4 #8 1 #6 - 2 #5 80 - 2 #10 - RSB -215 SEE PLAN 24! x3Y' 310 4 #8 - - 2 #5 70 2 #8 2 #6 - RSB -216 SEE PLAN 24 "x30" 400 4 #8 3 #9 - 2 #5 100 2 #9 3 #10 - RSB -217 SEE PLAN 24" 00" 330 4 #8 3 #9 - 2 #5 110 2 #6 4 #9 - RSB -218 SEE PLAN 24! 330 4 #8 - - 2 #5 90 2 #9 - - RSB -219 SEE PLAN 24 "x30" 210 4 #8 - - 2 #5 55 3 #6 2 #9 - RSB -220 SEE PLAN 24" x30" 130 4 #8 - - 2 #5 50 2 #9 - RSB -221 SEE PLAN 24" x3Y' 270 4 #6 - - 2 #5 60 3 #6 - RSB -222 SEE PLAN 16700" 810 4 #6 - - 2 #5 90 3 #9 - RSB -223 SEE PLAN 16! x30!' 230 4 #6 - - 2 #5 40 3 #6 - RSB -224 SEE PLAN 16 x30" 100 2 #9 - - 2 #5 30 3 #6 2 #8 - RSB -225 SEE PLAN 16700" 200 2 #9 2 #8 - 2 #5 60 2 #9 - RSB -226 SEE PLAN 16" x30" 320 2 #9 - - 2 #5 60 2 #9 - RSB -227 SEE PLAN 24" 00' 590 3 #9 3 #9 - 2 #5 125 3 #8 3#10 - RSB -228 SEE PLAN 24! 210 3 #9 - - 2 #5 102 3 #8 - RSB -229 SEE PLAN 24 x30" 210 3 #9 - - - 2 #5 -75 3 #6 - RSB -230 SEE PLAN 16700" 360 2 #9 - - 2 #5 60 3 #6 3 #7 - RSB -231 SEE PLAN 16".x30" 100 - 2 #9 - - 2 #5 45 3 #7 - RSB -232 SEE PLAN 16" x30" 100 2 #9 - - 2 #5 52 - RSB -233 SEE PLAN 16! x3Y' 220 2 #9 - - 2 #5 45 3 #6 3 #6 - RSB -234 SEE PLAN 16"x30" 100 2 #9 2 #10 - 2 #5 50 3 #7 - RSB -235 SEE PLAN 16" x30" 100 2 #9 - - 2 #5 54 - RSB -236 SEE PLAN 24! 362 3 #9 1#6 - 2 #5 90 3 #7 3 #8 - RSB -237 SEE PLAN 24! 100 3 #9 - - 2 #5 60 3 #7 - RSB -238 SEE PLAN 24! 100 3 #9 - - 2 #5 55 - RSB -239 SEE PLAN 24"x30" 560 3 #9 2 #10 - 2 #5 120 3 #7 3 #8 - RSB -240 SEE PLAN 24011' 100 3 #9 - - 2 #5 85 3 #6 - RSB -241 SEE PLAN 2401Y' 1000 3 #9 - - 2 #5 110 3 #8 3 #8 - RSB -242 SEE PLAN 24 "x30" 592 3 #9 2 #5 82 3 #7 3 #7 RSB -243 SEE PLAN 24"x30" 100 3 #8 2 #5 62 3 #6 3 #7 RSB -244 SEE PLAN 24"x30" 425 3 #8 1 #7 2 #5 91 3 #6 SB -245 SE LAN 24 x30" 10 2 #5 23 RSB -246 NOT USED RSB -247 NOT USED RSB -248 SEE PLAN 24! x3U' 100 3 #9 3 #9 - 2 #5 82 - 4 #9 - RSB -249 SEE PLAN 24" x30" 1260 3 #9 2 #5 182 3 #9 - RSB -250 SEE PLAN 16"x30!' 810 2 #7 2 #5 140 3 #9 - RSB -251 SEE PLAN 24706" 1635 4 #9 - - - ADD 1 #5 E.F. ® 1/3 DEPTH POINTS. RSB -252 SEE PLAN 24!'x36!' 1075 4 #9 - - ADD 1 #5 E.F. ® 1/3 DEPTH POINTS. 4SB -1 SEE PLAN 24 "x30" 100 3 #8 - - 2 #5 70 - 3 #7 - 4SB -2 SEE PLAN 24" x30" 450 3 #8 - - 2 #5 80 3 #6 - - 4SB -3 SEE PLAN 24 "x30" 100 3 #7 - - 2 #5 65 - 3 #8 - 4SB -4 SEE PLAN 24" x30" 525 3 #7 - - 2 #5 95 3 #8 - - 4SB -5 SEE PLAN 24 "x30" 100 3 #7 1 #8 - 2 #5 35 3 #6 3 #6 - 4SB -6 SEE PLAN 24" x30" 205 3 #7 - - 2 #5 66 3 #6 - - 4SB -7 SEE PLAN 16"00" 100 2 #9 2 #8 - 2 #5 60 3 #6 3 #7 - 4SB -8 SEE PLAN 16"00" 312 2 #9 - - 2 #5 70 3 #6 - - 4SB -9 SEE PLAN 24" x30" 105 3 #7 - - 2 #5 25 3 #6 - - 4SB -10 SEE PLAN 24 "x30" 100 3 #10 3 #10 - 2 #5 42 - 3 #6 - 4SB -11 SEE PLAN 24 "x30" 592 3 #9 - - 2 #5 82 3 #7 3 #7 - 4SB -12 SEE PLAN 24 "x30" 100 3 #9 4 #10 - 2 #5 135 3 #6 3 #9 - S -13 IJA N " 3" 7 0 - - 2 3 8 - - 4SB -14 SEE PLAN 16" x30" 100 2 #9 - - 2 #5 60 3 #6 - - -1 x 0 - - - 4SB -16 !SEE N 7PL 24"x30" 425 3 #8 1 #7 - 2 #5 91 - 3 #6 - SOFFIT BEAM SCHEDULE MARK ELEVATION SIZE REINFORCING Vu SHEAR FRICTION REMARKS Mu TOP "C" "E" "I" "A" "B" 4SB -1 SEE LAN 24 30 100 3 8 - - EGISTERED ENGINEER (CIVIL /STRUCT. - - - 4SB -18 SEE PLAN 16 "x30" 100 4 #8 1 #6 - 2 #5 65 3 #6 3 #6 - 4SB -18A SEE PLAN 16"x30" 100 4 #8 - - 2 #5 - - - CANTILEVER 4SB -19 S E LAN 2 x30" 461 3 #9 2 #8 - 2 #5 175 3 #8 10 - 4SB -20 SEE PLAN 24 "x30" 100 3 #9 - - 2 #5 122 3 #6 - - 4SB -21 SEE PLAN 24%30" 386 3 #7 2 #9 - 2 #5 85 3 #6 3 #7 - 4SB -22 SEE PLAN 24%3Y' 100 3 #7 - - 2 #5 60 3 #6 - - 4SB -23 SEE PLAN 24 "x30" 100 3 #7 - - 2 #5 30 - 3 #6 - 4SB -24 SEE PLAN 24%30" 100 3 #7 - - 2 #5 37 - 3 #6 - 4SB -25 SEE PLAN 24%30" 100 3 #7 - - 2 #5 40 - 3 #6 - 4SB -26 SEE PLAN 2400" 130 3 #7 - - 2 #5 46 3 #6 - - 4SB -27 SEE PLAN 2400" 100 3 #7 - - 2 #5 27 3 #6 3 #6 - 4SB -28 SEE PLAN 24%30" 100 3 #7 - - 2 #5 20 1 3 #6 - - 4SB -29 SEE PLAN 2400" 100 3 #7 - - 2 #5 15 - 3 #6 - 4SB -30 SEE PLAN 2400" 360 3 #7 - - 2 #5 53 3 #6 - - 4S6 -3 E PLAN 4" " 1 - 4SB -32 SEE PLAN 16" x30" 100 2 #8 2 #8 - 2 #5 75 3 #7 3 #7 - 4SB -33 SEE PLAN 16" x30" - 2 #8 - - 2 #5 75 - 3 #7 - 4SB -34 SEE PLAN 16"x30" 100 2 #8 - - 2 #5 75 - - CANTILEVER 4SB -35 SEE PLAN 16" x30" 250 2 #9 1#8 - 2 #5 75 3 #7 3 #7 - 4SB -36 SEE PLAN 16" x30" 100 2 #8 - - 2 #5 75 - 3 #7 - 4SB -37 SEE PLAN 16"x30" 100 2 #8 - - 2 #5 50 2 #6 2 #6 - 4SB -38 SEE PLAN 16" x30" 100 2 #8 1#6 - 2 #5 50 - 2 #6 - 4SB -39 SEE PLAN 16" x30" 100 2 #8 1#6 - 2 #5 50 - 2 #6 - 4SB -40 SEE PLAN 16" x30" 140 2 #8 - - 2 #5 50 2 #6 - 4SB -41 SEE PLAN 16" x30" - 2 #8 1#7 - 2 #5 - 2 #6 2 #6 - 4SB -42 SEE PLAN 16" x30" - 2 #8 - - 2 #5 - 2 #6 - - 1 2 3 4 5 6 7 8 9 10 11 12 13 PROVIDE ANCHORAGE FOR TIES AT "CONSTRUCTION STAGE "POUR AS (BALANCE) AS (CONSTRUCTION) ° ° p a a ° ° a w 0 2 1/2 a w 8 U (n ° ° ° w a a DOUBLE DOUBLE TEE UNITS TEE TIES DESIGNED FOR Vu IN SCHEDULE. SEE SCHEDULE PRECAST/ PRESTRESSED SOFFIT SHIM DOUBLE TEE UNITS AS REQUIRED. DETAIL FOR "CONSTRUCTION LOAD" CONDITION - 3/V - 1' -0y) NOTES: IF BEAM IS TO BE POURED TO TOP OF DOUBLE TEE ELEVATION: 1.) CONSTRUCTION LOADS ONLY WILL BE SUPPORTED (50 PSF) 2.) PROVIDE SHEAR REINFORCING AND SHEAR FRICTION REINFORCING FOR VALUES SHOWN ON SCHEDULE. PROVIDE ANCHORAGE WITHIN LOWER POUR. 3.) PLACE 70% OF TOP STEEL (BOTH CONTINUOUS AND ADDITIONAL AT SUPPORTS) SPECIFIED ON SCHEDULE AT LOWER ELEVATION. 4.) PLACE 30% OF TOP STEEL (BOTH CONTINUOUS AND ADDITIONAL AT SUPPORTS) SPECIFIED ON SCHEDULE AT HIGHER ELEVATION. 14 1 15 I is M I \U il \� %� \,Uj iL I NATIONAL CITY CENTER P.O. BOX 7033 INDIANAPOLIS, IN 46207 (317) 636 -1600 L K IQ THIS �] COMRAS COMPANY I I I 1 Lincoln Road Mall Suite 510 Miami Beach, FL. 33139 - (305) 532 -0433 dft • • �1 ARCHITECTURE • ENGINEERING PLANNING •INTERIOR DESIGN 1 59.03 17 18 OF 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 L - ISSUE DATE -o -o c REVISION DATE 8 -07 -96 PRICING DOC. 12 -10 -96 " -o Z 02 -12 -97 - U . w :a CADD FILE NAME S903 -RT DRAWING TITLE SOFFIT.BM. SCHEDULES SHEET NUMBER A 1 59.03 17 18 OF