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REVISIONS <br />0 <br />COMPONENTS 4 CLADDING WIND PRESSURES <br />ZONE <br />TRIBUTARY <br />AREA <br />(Sa FT) <br />POSITIVE <br />PRESSURE <br />(Flap) <br />NEGATIVE <br />PRESSURE <br />(Pap) <br />ZONE 1 <br />(ROOF) <br />10 <br />10.00 <br />-21.11 <br />20 <br />10.00 <br />-2121 <br />50 <br />10.00 <br />-20.48 <br />100 <br />10.00 <br />-19.92 <br />ZONE 2 <br />(ROOF) <br />10 <br />10.00 <br />-36B2 <br />20 <br />10.00 <br />-32.64 <br />50 <br />10.00 <br />-21 BO <br />100 <br />10.00 <br />-23.61 <br />ZONE 3 <br />(ROOF) <br />10 <br />10.00 <br />- 5128 <br />20 <br />10.00 <br />-41.59 <br />50 <br />10.00 <br />-43.90 <br />100 <br />10.00 <br />-4021 <br />ZONE 2 <br />(OVERHANG) <br />10 <br />- <br />-41.36 <br />20 <br />- <br />-40BO <br />50 <br />- <br />-40.0'1 <br />100 <br />- <br />-39 51 <br />ZONE 3 <br />(OVERHANG) <br />10 <br />- <br />-61105 <br />20 <br />- <br />-5OB4 <br />50 <br />- <br />-35.86 <br />100 <br />- <br />-24.716 <br />ZONE 4 <br />(WALLS) <br />10 <br />19.92 <br />-21BO <br />20 <br />19.04 <br />-20.10 <br />50 <br />11.81 <br />-19.53 <br />100 <br />16.99 <br />-18.65 <br />500 <br />14.94 <br />-lrolo0 <br />ZONE 5 <br />(WALLS) <br />10 <br />19.92 <br />-26.56 <br />20 <br />19.04 <br />-24.80 <br />50 <br />-22.46 <br />100 <br />16.99 <br />-20.10 <br />500 <br />14.94 <br />-16.60 <br />K 2a V <br />END ZONE WIDTH (a)• 52 FP. <br />F L� <br />ONE 3 O.H. <br />OP OF <br />FTG. <br />WELL -J <br />COMPACTED <br />FILL <br />MATCH CONT. <br />REINFORCEMENT <br />(DIDETAIL <br />SCALE: N.T.S. <br />3" <br />�OIDETAIL <br />SCALE: N.T S. <br />O.N. <br />O.H. <br />LAP SPLICE <br />(SEE SCHEDULE) <br />4 Ll <br />N1p <br />FTG. REINFORCEMENT O x <br />(SEE FTC:. SCHEDULE) As <br />d 1G0fRNEfR] <br />m <br />G 4z. _ MATCH SIZE, QUANTITY <br />0 X <br />d SEE FLA AND PLACEMENT OF <br />G 4iv TOP OF - BARS AT CORNERS <br />f A d FTG. , AND INTERSECTIONS <br />WITH DISCONTINUED <br />AND INTERMEDIATE <br />1 ... d . BARS IN BEAMS, <br />d WALLS AND FOOTINGS. <br />tu <br />ul <br />MIN. N U <br />fNTEfR5 CTI®N d Q W <br />1 W <br />STEP FOOTING TO MAINTAIN 1'-0" 6< <br />MIN. COVERAGE. REFER TO CIVIL G. <br />DRAWINGS FOR FIN15H GRADE_ <br />x <br />BAR 0 OR 2'-6" <br />MIN. U.N.O. <br />DETAIL <br />SCALE: N.T.S. <br />NOTES: <br />I. DETAILING DIAGRAM SHALL BE USED IN CONJUNCTION w/ THE CONCRETE BEAM SCHEDULE. <br />2_ REFER TO CONCRETE BEAM SCHEDULE FOR SIZES AND REINFORCEMENT. REFER TO PLAN <br />FOR BEAMS LOCATIONS AND SPANS. <br />3. MINIMUM CONCRETE COVER SHALL BE AS STATED IN THE GENERAL NOTES_ <br />4. LAP SPLICES SHALL BE AS STATED IN THE MINIMUM LAP SPLICE SCHEDULE. <br />5. TOP AND BOTTOM CANTILEVER REINFORCEMENT SHALL BE CONTINUOUS THROUGH THE <br />SUPPORT. LAP SPLICING SHALL NOT PERMITTED. <br />CANT'L TOP LAP SPLICE TOP LAP SPLICE <br />REINFORCEMENT BARS AT MID SPAN <br />WHERE REQ'D. <br />1 d '.n - /� .J d . <br />�I <br />4 <br />d <br />. <br />d - d 4 <br />TIE PA ING 211 App'L BOTTOM -J TI SPAC <br />. (TYP.) REINFORCEMENT <br />CANTILEVER (LC) 4 CLEAR SPAN (LI) <br />H6. <br />NOTE: <br />THE ABOVE SCHEMATICS ARE ONLY <br />REPRESENTATIVE OF THE STRUCTURE. <br />SEE PLANS FOR LAYOUT AND <br />DIMENSIONS. <br />END ZONE WIDTH (a)■ 52 FT. <br />ADD'L TOP <br />REINFORCEMENT <br />d <br />Q <br />C 1 L3. <br />t � <br />INTERMEDIATE <br />G. <br />RE INF. <br />MINIMUM LAP SPLICE <br />BAR SIZE <br />PC <br />SPLICE LENCsTH <br />% AND SMALLER <br />3000 PSI <br />5-1 BAR D[A. <br />% AND SMALLER <br />4000 PSI <br />50 BAR DIA. <br />01 AND LARGER <br />3000 PSI <br />-12 BAR DIA. <br />rl AND LARGER <br />4000 PSI <br />62 BAR D IA. <br />1, MINIMUM LAP SPLICE SHALL BE 16". <br />2. FACTOR BY 13 LENGTH IN SCHEDULE IF HORIZ. REINF. IS <br />PLACED SUCH THAT MORE THAN 12" OF FRESH CONCRETE IS <br />CAST BELOW THE DEVELOPMENT LENGTH OR SPLICE. <br />3_ FACTOR BY 1.5 LENGTH IN SCHEDULE IF USING EPDXY - <br />COATED BARS. <br />4. FACTOR BY 13 LENGTH IN SCHEDULE IF USING LIGHTWEIGHT <br />CONCRETE. <br />5. FACTOR BY 11 LENGTH IN SCHEDULE IF USING MORE THAN <br />ONE MODIFICATION FACTOR. <br />6_ USE THIS SCHEDULE U.N.O. FOR ANY OTHER CASE, PLEASE <br />REFER TO THE ENGINEER OF RECORD. <br />PROVIDE ADD'L COLUMN TIES TOP REINF. STANDARD <br />WITHIN BEAM/LINTEL CONFINEMENT 90• ACI HOOK <br />.4 <br />d <br />d . <br />� n 4 4 <br />2: „. - <br />c { <br />LAP SPLICE BOT. BARS BOTTOM -' <br />OVER SUPPORTS WHERE RRE1NF. <br />REQ'D" CLEAR SPAN (1-2) <br />MIN. <br />SEAL <br />Lam- j <br />MOUCHIR S. <br />CHENOUDA <br />PE # <br />69180 <br />�0M <br />W <br />rnn rn -.1- rq <br />06 N <br />LL <br />U <br />00 <br />LL- <br />Lu <br />F' <br />o <br />z <br />W <br />� <br />m <br />> <br />V <br />Y00 <br />- <br />Q L <br />006 <br />r � <br />W <br />Z M fu <br />v <br />v <br />� <br />d <br />op 00 <br />` <br />Lu <br />?W <br />oJZ <br />�VW <br />v <br />O JV <br />}Q <br />0 <br />v_ <br />O W <br />3LL. <br />C Q <br />Cn N <br />Lij <br />:vQN� <br />a <br />a� <br />.:3 OW <br />IV <br />m-� <br />Q <br />D <br />Date: 06. <br />12. 12 <br />Scale: AS NOTED <br />Project Mgr: MSC <br />Drawn: <br />Job: 10-61 <br />Sheet <br />Slb <br />