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10-317-014BEAM SCHEDULE MARK ELEV. SIZE BO TT. TOP ONT. "C" MARS "D" �ARS tr "E" BARS 0 I EA. ARS A CE Z STIRRUPS I REMARKS B x D No. S� No. SIZE No, SIZE No. SIZE No. SIZE No. SIZE No. f�<SPACING EACH END RB -1 +21' -3" a x 2a 2 #5 2 #5 W 3 @ 12 „ RBA -2 I- 21' -3” a" x 24" MIN 2 #5 2 #5 LIJ #3 @ 12" * ARCHED BEAM. SEE TYPICAL- DETAIL RB -3 +21' --3" a" x 24" 2 #5 2 #5 u) uu uj ,,- #3 @ 12" Cc: L? C> U) C1) L1L) ° ° u� -7 CQ °m cNp Li W rn W y it is Z 3 0 :7 t D_ 2BA -1 +10' --0" * a' x 29 "MIN. 2 #5 2 #5 #3 � ® 10 1/2' * ARCHED BEAM. SEE TYPICAL DETAIL 2B--2 +12' -0" +12' -0° a" x 48" 12" x 30" 2 3 #7 2 #5 5 #4 #3 @ 1 2" * EXTEND AS SHOWN IN PLAN 28-3 #6 3 #6 #3 @ 12" 2BA -4 +12'--3' a" x 37 "MIN. 2 #6 2 #5 #3 @ 12" * ARCHED BEAM. SEE TYPICAL DETAIL. 2BA -5 a" x 27 "MIN. 2 #6 2 #5 #3 @ 12" *ARCHED BEAM. SEE TYPICAL DETAIL 2B-- -6 +12' -3" 8" x 51 * 4 #6 2 #5 5 #4 #3 @ 1:211 * IN TWO LAYERS 28 -7 +12' -3" 10" x 27" 3 2 #6 #5 3 2 #5 #5 #3 @ 6" TOP &BOTTOM BARS HOOKED @ EA. END. 2B -8 +12' -3" a" x 16" #3 @ 6" 2B -9 +12' -3" 8" x 29" 2 #6 2 #5 #3 @ 12" 2B -10 114' -111 * a" x 30" 2 2 7 ** 6 ** #7 2 2 #6 #6 #3 @ 12" * UPTURNED BEAM ** IN TWO LAYERS 2B -11 +13, ---0" * a" x 36 "/26" 4 #3 @ 12" * HAUNCHED BM, SEE DETAIL ** IJN TTWO URNED BE AM 28 -12 +12' 3" +17' -3" 8" x 27" * * 8" x 12 "MIN. 4 2 #6 #5 2 2 #6 #5 #3 @ 12" * IN TWO LAYERS 2BA -13 #3 @ 12" * ARCHED BEAM. SEE TYPICAL DETAIL TB SEE PLAN a" x 12" MIN. 2 #5 2 #5 4 #3 BAL @ 48" CORNERS TIL BEAM BEAM NOTES: 1. AT ALL BEAM CORNERS AND INTERSECTIONS, PROVIDE 2 #5 L- SHAPED CORNER BARS WITH 30 -INCH LONG LEGS. 2. HOOK ALL TOP BARS AT ENDS. 3. ALL TOP AND BOTTOM BARS SHALL BE CONTINUOUS, WHERE NECESSARY, LAP SPLICE TOP BARS IN MIDDLE THIRD OF SPAN AND LAP SPLICE BOTTOM BARS AT SUPPORTS. LAP SPLICE SHALL BE MINIMUM 36- INCHES. 4. DROP TB OVER OPENINGS AND ADD 2 #7 BOTTOM. WHEN TB DEPTH EXCEEDS 36" ADD #4 @ d/6 "I" BARS EACH FACE. "C" BARS (TOP OVER EACH SUPPORT) WHERE BARS DIFFER IN TWO ADJACENT SPANS AT A COMMON SUPPORT, THE LARGER BARS PROVIDE 24 BAR DIA. MIN. FSCHEDULED SHALL BE USED. OR TERMINATE ENDS IN TOP CONT. (CONTINUOUS TOP BARS) LAP IN MIDDLE STANDARD 90 HOOK OR SEMI- 1/3 OF SPANS WHERE REQUIRED. 1 1/2" CIRCULAR HOOK, GREATER OF GREATER OF GREATER OF CL. /4 L1 ` ; 3 L1 OR 113 L 3 L1 OR 1/3 L L3 OR 113 L2 311'_116" MI N4 " 3' ---6" MIN. 3'--6" MIN. 6 DIA P S -6" MIN. r'E" BARS 7\I CfOF 1\ 36 IA LAP c� �\ LCONT. 6" MIN. PLICE "I" BARS _ ALL REINF. STEEL IN SAME STIRRUP SPACING AS LAYER UNLESS OTHERWISE SCHEDULED. NOTED, PLACE A MAX. OF 2 BARS PER LAYER IN 2" FIRST STIRRUP SPACED 8" WIDE BEAMS FROM FACE OF SUPPORT, NOTES: L L1 L2 1. "L" INDICATES THE LARGER OF ADJACENT SPANS. "F" BARS 2. WHERE BOTTOM BARS ARE INDICATED AS CONTINUOUS WITH ADJACENT SPANS, SPLICES, WHERE NEEDED, SHALL BE MADE IN THE END 1/3 OF SPAN WITH 24 DIA. LAP. 3. "1" BARS AS SCHEDULED SHALL BE PLACED EACH SIDE OF BEAM. SPLICE "I" BARS AT SUPPORTS W/ 30 BAR DIAM. LAP SPLICES T\ /nTC' A I T-) F_ A N� n TN IF_ n1 A ( -`TNI T1 A (-n A Nil N. T. S STD. HOOK TYP. EL. 12' -3" TOP OF SLAB CONC. BEAM (FOR REINF. SEE &SCHEDULE) TC (SEF PLAN &SCHEDULE) N. T, S. 36 DI LAP S LICE ' CONC. TB OR CONC. BEAM 2 5 L- SHAPED C RNER BARS WITH PLAN 30 -INCH LONG LEGS. VIEW DETAIL - L-1 I I� LJ I \ I N L- I \ l-) L-1 1 \ .-) SCALE 3/4' = 1' -0' 4' -0' DBL. WWF 1 #5 TYPICAL THICKENED EDGE DETAIL (TE) SCALE: 3/4 " =1 ' =0" CL SED TIES 2' -6" LEG, TYP. TOP & BOTTOM TB 12 MIN 2 #5 TOP & BOTTOM CONT. EL. SEE PLAN 10" HOOKS TOP AND BOTTOM 2 #5 STD. HOOK CONTINUOUS WALL 4 #3 @ 12" REINFORCING CLOSED TIES 12" M EL. SEE RLAN SEE PLAN GROUND FLOG 10" HOOKS TOP �-- ��-- - --- AND BOTTOM — TB WALLMU TYPICAL DETAIL A L2 #5 TOP & BOTTOM CONT. TTF- T-) F_ A I\A F- I F- \ / A -F TF-1N I (`I I A N ITT CONC. SLAB Lu z (REINF NOT � vmrur< tv z ENCASE COL. IN GONG. BELOW SLAB AS SHOWN-- 1 1/2" CL. SEE SOIL STATEMENT 3 #5 TOP ADD'L EL. SEE PLAN - EL. 13' -0" STD. HOOK EL. 10' -0" STEEL COL. (SEE SCHEDULE) FILLED SOLID W/ CONC. 3" I I I 1 3" WEEP HOLES BASE PLATE (SEE SCHEDULE) O -- NON- SHRINK GROUT AS REQ'D X 1' -4" LUNG TSEE SCHED FOR TOP BARS I (�1- - IF APPLICABLE Jj . — 4- 3/4 "DIA, ANCH. BOLTS FTG., SEE PLAN AND SCHEDULE a I III- 3,i SEE SOIL CL CL COL & FTG. STATEMENT -T- \/ n (_" T F_ I (-` E-I I I I K /I N 1 T 7 ECTING DETAIL •.J 7 "T — I V TC (SEE PUN &SCHEDULE) 2 BOTTOM BARS 16' UNDISTURBED LIMEROCK TYPICAL STEPPED CTn unnv UNDISTURBED NATURAL SOIL STD. HOOK OR COMPACTED FILL (SEE SOIL STATEMENT) YPICAL CDLUM -- EUUTING DETAI .T.S. CONCRETE TB REINFORCEMENT SEE SCHEDULE CMU LOAD 11" LEG, TYP. BEARING WALL �I 3E BARS ECG " INU ' DCAIL CAU.K 1/8" WIDE X 1/4 d DEEP =1 3/4 — -0" 1 /a" / SAW CUT CONTROL JOINT x--x--fix �4x _x TO BE CUT WITHIN 24 HOURS AFTER SLAB IS POURED WELDED WIRE FABRIC Q MID DEPT x. -x—r x x x L-1m L1 \VVI\ TYP CONC, TIE CEL,— \A/Al I FRUING DETAIL SCALE 3/4' = 1' -0' EXTEND REINF. TO TOP OF TB(TYP DROP TB OVER OPENING V I CONCRETE TB OR REINF. WHEN TB DEPTH EXCEEDS 36" WHEN CO AT OUM ADD SKIN REINFORCEMENT BOTH SIDES OF AT 4 BARS @ �FTA?l 6 EA. FAL TYP. T_R -nn P AT NPENING SCALE 3/4" - 1'-0' #3 C 8' TIES MASUNRY COL VAPOR BnR =irr TYR CIII�TRJ �LiVfS ll',' ^II �_EE V CJ) 1 112 1) = V_0" DOWELS, SAME SIZE AS LONGITUDINAL BARS LONGITUDINAL BARS, SEE SCHEDULE DETAIL OR 2ND FLOOR 7EAM REINF. TIE 1MN IZONTAL JOINT. F. EVERY OTHER RSE, SEE GEN. NOTES ;MU WALL )VE GRADE) -OSED TIES L. 4 -0' -0" )NC. SLAB ON NE )RIZ. JOINT REINF. 'ERY COURSE, -E GEN. NOTES CMU WALL LOW GRADE) )WELS SAME SIZE JD NO. AS VERT. REINF. HOOK OOTING IGNACIO J. CALVO P.E. _STRUCTURAL ENGINEER FLURID0 CERTIFICATE N©: 56755 1800 SW 27 Ave, # 401 Miami, Florida 33145 Ph, (305) 648 --9008 Faxl(305) 648 -9128 E -MAID I,Jcpe@be(15auth,net CONSULTING w Cf) M It A w co tr 0 Z Q W �I Q U vi J J 0 J U- V w _ W LJj CONSULTING r7 J 'J_ ` _) 1) � r7 0 M cD L.1..1 ui CL Ln cri Cc CC I I cn 0 U, Q 0 in CXJ 00 LO I I I �I jib L0 Cf) M It +- w co tr Q U 0 J J J U- w _ LJj w LIJ uu 0 u) uu uj ,,- R o Cc: L? C> U) C1) L1L) ° ° u� -7 CQ °m cNp Li W rn W y it is Z 3 0 :7 t D_ r7 J 'J_ ` _) 1) � r7 0 M cD L.1..1 ui CL Ln cri Cc CC I I cn 0 U, Q 0 in CXJ 00 LO I I I �I jib RIGHT AW '.E17 ELEVATIONS SCALE AS SIHOWN DnAMI MA ion 2005 DATE 15/0!3/05 SHEET: S -4 4 OF:6 L0 M J +- w tr RIGHT AW '.E17 ELEVATIONS SCALE AS SIHOWN DnAMI MA ion 2005 DATE 15/0!3/05 SHEET: S -4 4 OF:6