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03-1559-071
a I i i ICI I I - I V I FAI e LE FL LE RE LE RE L/3 Z3F L/3 -� V ❑3 ❑3 0 Ell - N - I 5 a 3 # 6 SOFFIT BEAM FRICTION BAR LM"_I OR I 3 # 6 TYP. U.N.O. # 4 0 12" 0/C E.F. IF T> 30" TENSION LAP L1 (TYP) L2 CANTILEVER REINFORCING BAR COVER: 1 1/2" CLEAR TO STIRRUP. OR • M "BAR Q SPLICES SHOWN TO BE TENSION LAP (SMALLER BAR) REINF. TYPE 0 L/3 BASED ON GREATEST ADJACENT SPAN. 11 # 4 EACH FACE STAGGER LAPS WHERE SPACING IS LESS THAN 3 BAR DIAMETERS. FOR " D "> 30" - F5 ADDITIONAL REBAR LAYER WHERE NOTED ON SCHEDULE. © 1" BAR CLEARANCE BETWEEN LAYERS. W SOFFIT BEAM DETAIL SECTION THRU SOFFIT BEAM SOFFIT BEAM SCHEDULE MARK SI ZE M u kips —ft TOP STEEL Vu L kips Vu(R) kips REMARK W p LE FL RE G3SB -16 16" 26" 440 3 #9 3 #9 1 #9 95 65 - GSB -1 16" 30" 105 - 2 #9 1 #9 40 60 - GSB -2 16" 30" 225 2 #9 1 #9 80 75 -- GS8-3 16" 30" 135 - 2 #9 2 #9 70 75 - GSB -4 16" 30" 315 - 2 #9 2 #9 90 90 - GSB -5 16" 30" 75 - 2 #9 - 65 45 - GSB -6 16" 30" 130 - 2 #9 - 50 60 - GSB -7 16" 30" 120 - 2 #9 - 60 40 - GSB -8 16" 30" 100 - 2 #9 1 #9 35 65 --• GSB -9 16" 30" 260 - 2 #9 2 #9 85 90 - GSB -10 16" 30" 235 - 2 #9 1 #9 85 80 - GSB -11 16" 30" 170 - 2 #9 1 #9 75 70 - GSB -12 16" 30" 170 2 #9 2 #9 3 #9 70 45 - GSB -13 24" 30" 180 - 2 #9 #9 55 80 - GSB -14 24" 30" 150 - 3 #9 2 #9 70 110 - GSB -15 24" 36" 570 3 #9 3 #9 2 #9 280 125 _ PROVIDE 18 SETS OF 2 #4 STIRRUPS 04 EA END BAL. 2 #4 012 "O.C. GSB -16 24" 30" 75 -- 2 #9 - 75 30 - GSB -17 24" 30" 125 - 5 #9 4 #9 40 95 - GSB -18 24" 36" 920 4 #9 5 #9 #9 155 135 _ PROVIDE 20 SETS OF 2 #4 STIRRUPS 04 EA END BAL. 2 #4 012 "O.C. GSB -19 16" 30" 105 1 #9 2 #9 - 40 55 - GSB -20 16" 30" 120 - 2 #9 - 50 50 - GSB -21 16" 30" 100 - 2 #9 - 50 45 - GSB ---22 16" 30" 100 - 2 #9 - 45 50 - GSB -23 16" 30" 105 - 2 #9 - 50 45 - GSB -24 16" 30" 100 — 2 #9 — 40 60 — GSB -25 16" 30" 315 2 #9 2 #9 1 #9 70 55 — GSB -26 16" 34" 190 — 2 #9 — 50 75 — NOT USED GSB --27 16" 34" 130 — 2 #9 — 65 65 — GSB -28 16" 34" 190 - 2 #9 — 75 50 — GSB -29 16" 24" 170 — 2 #9 1 #9 45 65 — GSB -30 16" 24" 75 — 2 #9 — 50 45 — GSB -31 16" 24" 145 -- 2 #9 — 60 45 — GSB -32 16" 24" 190 — 2 #9 — 35 35 — SB-• -2 24" 30" 290 2 #9 2 #9 3 #9 120 115 - G3SB -1 16" 30" 110 1 #9 2 #9 2 #9 40 90 Y G3SB -2 16" 30" 275 — 2 #9 3 #9 160 105 — G3SB --3 16" 30" 170 -- 2 #9 1 #9 5 80 — G3SB -4 16" 30" 100 - 2 #9 - 70 50 - G3SB -5 24" 30" 100 - 2 #9 2 #9 40 85 - G3SB -6 24" 36" 900 7 #9 3 #9 1 #9 240 135 - MINIMUM: PROVIDE 20 SETS OF 2 #4 STIRRUPS @4 EA END BAL. 2 #4 X12 "O.C. G3SB -7 16° 36" 180 - 2 #9 - 0 80 - NOT USED G3SB -8 16" 36" 110 - 2 #9 - 80 80 - G3SB -9 16" 36" 100 - 2 #9 - 70 70 - G3SB -10 16" 36" 190 - 2 #9 - 50 75 - 03SB -11 16" 36" 130 - 2 #9 - 65 65 -- G3SB -12 16" 36" 215 - 2 #9 - 75 60 - G3SB -13 16" 26" 125 - 2 #9 2 #9 87 75 - G3SB -14 16" 26" 375 1 #9 2 #9 1 #9 140 65 - 8 G3SB -15 16" 26" 110 1 #9 2 #9 - 35 75 - SOFFIT BEAM SCHEDULE (CONT.) MARK SIZE Mu WIPS—ft-I TOP STEEL Vu L kips Vu R kips REMARK W D LE I FL RE G3SB -16 16" 26" 440 3 #9 3 #9 1 #9 95 65 - G3S9 -17 16" 24" 600 - 2 #9 - 50 50 2SB -1 16" 30" 345 1 #9 2 #9 3 #9 65 100 - 2SB -2 16" 30" 285 - 2 #9 3 #9 95 90 - 2SB -3 16" 30" 295 - 2 #9 2 #9 90 90 - 2SB -4 16" 30" 240 - 2 #9 3 #9 85 90 - 2SB -5 16" 30" 355 - 2 #9 1 #9 90 65 - 2SB -6 16" 30" 300 1 #9 2 #9 90 65 - 2SB -7 24'" 30" 530 - 3 #9 3 #9 90 130 - 2SB -8 24" 30" 150 2 #9 105 30 - 2SB -9 16" 30" 270 1 #9 2 #9 85 65 - 2SB -10 16" 30" 275 1 #9 2 #9 4 #9 50 80 - 2SB -11 16" 30" 415 2 #9 3 #9 100 95 - 2SB -12 16" 30" 160 2 #9 2 #9 75 75 - 2SB -13 16" 30" 390 2 #9 1 #9 90 65 2SB -14 16" 30" 140 1 #9 2 #9 1 #9 45 45 - 3SB -1 16" 30" 390 3 #9 3 #9 80 125 - 3SB -2 16" 30" 290 3 #9 3 #9 120 115 - 3SB -3 16" 30" 300 3 #9 2 #9 115 110 - 3SB -4 16" 30" 230 3 #9 3 #9 105 110 - 3SB -5 16" 30" 405 3 #9 - 110 75 - 3SB -6 16" 30" 355 1 #9 2 #9 - 110 80 - 3SB -7 24" 30" 565 3 #9 3 #9 110 150 - 3SB -8 24" 30" 110 3 #9 120 65 -- 3SB -9 NOT USED 3SB -10 24" 30" 315 4 #9 4 #9 65 120 - 3SB -11 24" 30" 530 4 #9 3 #9 145 140 - 3SB -12 24" 30" 125 4 #9 3 #9 125 125 - 3SB -13 24" 30" 590 4 #9 1 #9 150 105 - SB -1 24" 30" 390 1 #9 2 #9 3 #9 80 125 - SB-• -2 24" 30" 290 2 #9 2 #9 3 #9 120 115 - SB -3 24" 30" 305 1#9 2 #9 3 #9 115 110 - SB -4 24" 30" 230 - 2 #9 3 #9 105 110 - SB -5 24" 30" 405 1#9 2 #9 1#9 110 80 - SB -6 16" 30" 355 1#9 2 #9 - 110 80 - SB -7 24" 30" 675 - 3 #9 3 #9 115 165 - SB_8 24" 30" 100 2 #9 2 #9 - 125 50 - SB -9 NOT USED SB -10 16" 30" 370 1#9 3 #9 3 #9 65 105 _ SB -11 16" 30" 550 2 #9 3 #9 3 #9 125 120 _ SB -12 16" 30" 235 3 #9 2 #9 100 95 _ SB -13 16" 30" 520 3 #9 115 85 -- 5SB -1 24" 32" 700 6 #9 2 #9 2 #9 87 80 - 5SB -2 24" 32" 950 6 #9 2 #9 2 #9 87 80 _ 1 "ACAMBER CENTER EA. FACE 5SB -3 24" 30" 550 4 #9 2 #9 2 #9 110 80 - RSB -1 16" 30" 225 - 3 #9 - 45 70 - RSB -2 16" 30" 226 - 3 #9 4 #9 70 70 - RSB -3 16" 30" 191 - 4 #9 - 66 66 - RSB -4 16" 30" 305 - 4 #9 - 69 60 - RSB- -5 NOT USED RSB -6 16" 24" 255 1#9 2 #9 - 80 60 - RSB -7 24" 30" 485 2 #9 2 #9 7 #9 64 114 - RSB- -8 24" 30" 711 7 #9 2 #9 2 #9 133 111 - RSB -9 NOT USED RSB -10 16" 30" 225 - 3 #9 3 #9 45 85 _ RSB -11 16" 30" 380 - 3 #9 2 #9 100 95 _ RSB. -12 16" 30„ 100 3 #9 1 #9 80 75 _ RSB -13 16" 30" 365 3 #9 1 95 65 - r•• • • Y w � Y • W W U ► Y • • • • • • • • • • • • • y r v v•• •• r• •••• 6000• •r• •r•• Y • r • r u • r ••r• • ••••• • ••• • •I•• Y REVISION BY 1 1/2S/04 PERMIT REVISION 2 4/19/04 OWNER REVISION 3 6113104 REVIEW 4 9/14/04 OWNER REVISION 5 11/5/04 CsENERAL REVISION '1 6/13/05 CITY OF SOUTH MIAMI REVISION 8 8/17/05 �ENEieAL RC= VISION 15790 SW 88TH AVE MIAMI, FL 33157 AR 0017521 NOTE: ALL DRAWINGS FOR THIS PROJECT ARE TO BE READ IN CONJUNCTION WITH EACH OTHER. THESE INCLUDE, BUT ARE NOT LIMITED TO: ARCHITECTURAL, SURVEYING, STRUCTURAL, CIVIL, MECHANICAL, ELECTRICAL, SPECIALTY DRAWINGS, is WRITTEN SPECIFICATIONS. CONTRACTOR TO VERIFY ALL EXISTING SITE CONDITIONS AND THOROUGHLY CHECK ELEVATIONS AND DIMENSIONS BEFORE COMMENCING WORK. REPORT TO THE ARCHITECT ENGINEER ANY DISCREPANCIES, ERRORS OR CONDITIONS THAT WILL ALTER CONSTRUCTION AS INTENDED BY THESE DRAWINGS. ARCHITECT IS NOT RESPONSIBLE FOR ANY WORK AND /OR MATERIALS FURNISHED ON THE JOB. All graphic material appearing herein, unless indicated otherwise, are the property of the Architect as instruments of service for use solely on this project, and may not be duplicated, used or disclosed without the written consent of Mark E. Reardon, R.A. The architect retains all common law, statutory and other reserved rights. SEAL: �7 FRESNEL 'E. HEFFNANDEZ FLORIDA '� PE. 46614 " J ttonn V/ me w -J 0 W 0 rn .� D 0w ZMN wx J LL W LL 0Z z 00 = 3 L ^ �r vl LIA D xwr z W a W NORTH DRAWN BY: D.I.- E.0 -M.M DATE: 6/14/05 SCALE: AS NOTED SHEET NO.: