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REINFORCING SCHEDULE & LOAD CAPACITIES <br />TABLE 3 SAFE WORKING LOADS (PLF) <br />8" X 16" COMPOSITE LINTELS <br />LINTEL <br />LENGTH <br />CLEAR <br />SPAN <br />LINTEL TYPE <br />LINTEL STEEL TOP <br />WIRE / BAR <br />LINTEL STEEL <br />BOTTOM BAR <br />GRAVITY <br />CAPACITY <br />(0) #51. (1) #5U <br />DETAIL'H' <br />GRAVITY <br />CAPACITY <br />(1)#5L(1)#5U <br />DETAIL'J' <br />UPLIFT <br />CAPACITYCAPACITY <br />i"10L�1J#5U <br />DETAIL'H' &'J' <br />UPLIFT <br />(1)#5L(2)#5U <br />DETAIL'K' <br />O. <br />3'-6" <br />2'-2" <br />1 PRECAST <br />4.5 WIRE <br />2 <br />No.3 <br />1 10000 <br />10000 <br />10000 <br />1 000 <br />4'-0" <br />2'-8" <br />1 PRECAST <br />D4.5 WIRE <br />2 <br />No.3 <br />9550 <br />10000 <br />10000 <br />10000 <br />4'-6" <br />3'-2" <br />1 PRECAST <br />D4.5 WIRE <br />2 <br />No.3 <br />7207 <br />10000 <br />9863 <br />10000 <br />4'-8" <br />T-4" <br />1 PRECAST <br />D4.5 WIRE <br />2 <br />No.3 <br />6614 <br />10000 <br />9053 <br />10000 <br />54' <br />4'-0" <br />1 PRECAST <br />4.5 WI <br />2 <br />No. 3 <br />4843 <br />6687 <br />6635 <br />7320 <br />5'-10" <br />4'-6" <br />1 PRECAST <br />2 <br />No.3 <br />3940 <br />5211 <br />5402 <br />5641 <br />6-6" <br />5'-2" <br />PRECAST <br />2 <br />No.4 <br />1 4350 <br />4350 <br />4225 <br />4314 <br />7-6" <br />6'-2" <br />PRECAST <br />4. <br />2 <br />No.4 <br />3206 <br />3206 <br />3063 <br />3183 <br />T-8" <br />64' <br />PRECAST <br />2 <br />No.4 <br />3071 <br />3071 <br />2916 <br />3049 <br />8'-0" <br />6'-8" <br />PRECASTWIRE <br />2 <br />No.4 <br />2831 <br />2831 <br />2651 <br />2811 <br />8'-4" <br />T-0" <br />PRECAST <br />2 <br />No.4 <br />2625 <br />2625 <br />2421 <br />2607 <br />9'4" <br />8'-0" <br />1 PRECAST <br />2 <br />No.4 <br />2153 <br />2153 <br />1881 <br />2139 <br />10'-6" <br />9'-2" <br />PRECAST <br />D4.5 WIRE <br />(2)No.4 <br />1777 <br />1777 <br />1448 <br />1766 <br />1 V-4" <br />10'-0" <br />PRECAST <br />No. <br />2 <br />No. 5 <br />1568 <br />1568 <br />1222 <br />1568 <br />12'-0" <br />10'-8" <br />PRECAST <br />o• <br />2 <br />No.5 <br />1439 <br />1439 <br />1075 <br />1439 <br />12'-6" <br />11'-2" <br />PRECAST <br />2 No. <br />2 <br />No.5 <br />1354 <br />1354 <br />981 <br />1354 <br />13'-4" <br />12'-0" <br />PRECAST <br />No. 3 <br />No.5 <br />1232 <br />1232 <br />849 <br />1232 <br />14'-0" <br />12'-8" <br />PRECAST <br />o• <br />#2) <br />No.5 <br />1149 <br />1149 <br />760 <br />114914'-8" <br />13'-4" <br />PRESTRESSED <br />(2) No. 3 <br />(216 strand + <br />2 No.4 <br />1419 <br />1419 <br />850 <br />1347 <br />15'4" <br />14'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />2 No.4 <br />1291 <br />1291 <br />775 <br />1270 <br />174" <br />16'-0" <br />PRESTRESSED <br />(2) No. 3 <br />2 7/16 strand + <br />2 No.4 <br />993 <br />993 <br />600 <br />1084 <br />19'-4" <br />18'-0" <br />PRESTRESSED <br />(2) No.3 <br />(2) 7/16 strand + <br />2 No.S <br />1035 <br />1035 <br />478 <br />936 <br />20'-0" <br />18'-8" <br />PRESTRESSED <br />(2) No. 3 <br />2) 7/16 strand + <br />2 No. 5 <br />961 <br />961 <br />446 <br />872 <br />21'-4" <br />20'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + 2 No.S <br />834 <br />834 <br />390 <br />763 <br />22'4' <br />20'-8" <br />PRESTRESSED <br />(2) No. 3 <br />2 7/16 strand + <br />2 No.5 <br />720 <br />720 <br />366 <br />716 <br />24' 0" <br />22'4" <br />PRESTRESSED <br />(2) No. 3 <br />16 strand + <br />(2) No. 5 <br />642 <br />642 <br />306 <br />599 <br />REINFORCING SCHEDULE & LOAD CAPACITIES <br />TABLE 2 SAFE WORKING LOADS (PLF) <br />8" X 12" COMPOSITE LINTELS <br />LINTEL <br />CLEAR <br />LINTEL TYPE <br />LINTEL STEEL TOP <br />LINTEL STEEL <br />GRAVITY <br />GRAVITY <br />UPLIFT <br />UPLIFT <br />LENGTH <br />SPAN <br />WIRE / BAR <br />BOTTOM BAR <br />CAPACITY <br />CAPACITY <br />CAPACITY <br />CAPACITY <br />(0)#5L (1)#5U <br />(1)#5L (1)#5U <br />�1�#5L <br />(1)#5L (2)#5 <br />'F' <br />(1)#5U <br />DETAIL'E' <br />DETAIL <br />DEfAIL'E' & T <br />DETAIL'G' <br />-1 <br />1 -b <br />PRECAST <br />2 4. <br />No. <br />1 <br />1 <br />Y-6" <br />2'-2" <br />PRECAST <br />2 No.3 <br />9383 <br />10000 <br />10000 <br />10000 <br />4'-0" <br />2'-8" <br />PRECAST <br />2 No.3 <br />6766 <br />8225 <br />9200 <br />9445 <br />4'-6" <br />T-2' <br />PRECAST <br />2 D4.5 WIRE2 <br />No. 3 <br />5104 <br />5671 <br />6345 <br />6345 <br />4'-8" <br />Y-4" <br />PRECAST <br />2 No.3 <br />4683 <br />5137 <br />5717 <br />5717 <br />5'-4" <br />4'-0" <br />PRECAST <br />2 No.3 <br />3428 <br />3727 <br />4091 <br />4091 <br />5'-10" <br />4'-6" <br />PRECAST <br />2 D4.5 WI E <br />2 No.3 <br />2787 <br />3088 <br />3369 <br />3369 <br />6'-6" <br />5'-2' <br />PRECAST <br />2 No.4 <br />2560 <br />2560 <br />2723 <br />2723 <br />7-6" <br />6'-2' <br />PRECAST <br />2 No.4 <br />1992 <br />1992 <br />2112 <br />2112 <br />7'-8" <br />6'-4" <br />PRECAST <br />2 No.4 <br />1921 <br />1921 <br />2035 <br />2035 <br />8'-0" <br />6'-8" <br />PRECAST <br />2 No.4 <br />1792 <br />1792 <br />1862 <br />1897 <br />8'-4" <br />T-0" <br />PRECAST <br />2 D4.5 RE <br />2 No.4 <br />1679 <br />1679 <br />1699 <br />1776 <br />9'-4" <br />8'-0" <br />PRECAST <br />4• <br />2 No.4 <br />1411 <br />1411 <br />1319 <br />1489 <br />10'-6" <br />9'-2" <br />PRECAST <br />2 No.4 <br />1186 <br />1186 <br />1014 <br />1251 <br />11'.4" <br />10'-0" <br />PRECAST <br />2 No.3 <br />2 No.5 <br />1074 <br />1074 <br />854 <br />1121 <br />12'-0" <br />10'-8" <br />PRECAST <br />a• <br />2 No.5 <br />992 <br />992 <br />751 <br />1035 <br />12'-6" <br />11'-2" <br />PRECAST <br />o• <br />2 No.5 <br />937 <br />937 <br />685 <br />978 <br />13'-4" <br />12'-0" <br />PRECAST <br />2 No. <br />2 No.5 <br />859 <br />859 <br />591 <br />896 <br />14'-0" <br />12'-8" <br />PRECAST <br />o• <br />2 No.5 <br />804 <br />804 <br />529 <br />838 <br />14'-8" <br />13'-4" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />1207 <br />1207 <br />605 <br />938 <br />2 No.4 <br />15'-4" <br />14'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />1095 <br />1095 <br />551 <br />887 <br />2 No.4 <br />17'-4" <br />16'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />836 <br />836 <br />426 <br />763 <br />2 No.4 <br />19'-4" <br />18'4' <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />655 <br />655 <br />340 <br />645 <br />2 No.5 <br />20'-0" <br />18'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />607 <br />607 <br />317 <br />601 <br />2 No.S <br />21'-4" <br />20'-0" <br />PRESTRESSED <br />(2) No.3 <br />(2) <br />524 <br />277 <br />526 <br />(2) Nstrand5524 <br />2 No.S <br />22'-0" <br />20'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) strand + <br />488 <br />488 <br />260 <br />493 <br />2 No.S <br />(2) <br />24'-0" <br />22'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />(2) No. 5 <br />399 <br />399 <br />217 <br />412 <br />TABLE 1 REINFORCING SCHEDULE & LOAD CAPACITIES <br />SAFE WORKING LOADS (PLF) <br />8" x 8" LINTELS <br />LINTEL <br />LENGTH <br />CLEAR <br />SPAN <br />LINTEL TYPE <br />LINTEL STEEL TOP <br />WIRE / BAR <br />LINTEL STEEL <br />BOTTOM BAR <br />UNFILLED <br />GRAVITY <br />CAPACITY <br />DETAIL'A' <br />GRAVITY <br />CAPACITY <br />(0)#5L (1)#5U <br />DETAIL'B' <br />GRAVITY <br />CAPACITY <br />(i)#5L (1)#5U <br />DETAIL'C' <br />UPLIFT <br />CAPACITY <br />(0)#5L (1)#5U <br />(1)#5L (1)#5U <br />DETAIL'B' &'C' <br />UPLIFT <br />CAPACITY <br />(1)#5L (2)#5U <br />DETAIL'D' <br />- <br />o. <br />3'-6" <br />2'-2' <br />PRECAST <br />2 No.3 <br />2912 <br />5318 <br />5318 <br />5114 <br />5114 <br />4AY <br />2'-8" <br />PRECAST <br />2 D4.5 <br />2 No.3 <br />2038 <br />3722 <br />3722 <br />3598 <br />3598 <br />4'-6" <br />T-7' <br />PRECAST <br />2 No.3 <br />1566 <br />2859 <br />2859 <br />2772 <br />2772 <br />4'-8" <br />3'-4" <br />PRECAST <br />4• <br />2 No.3 <br />1453 <br />2654 <br />2654 <br />2574 <br />2574 <br />5'-4" <br />4'-0" <br />PRECAST <br />D4.5 <br />2 No.3 <br />1127 <br />2013 <br />2013 <br />2000 <br />2000 <br />5'-10" <br />4'-6" <br />PRECAST <br />2 No.3 <br />964 <br />1636 <br />1636 <br />1712 <br />1712 <br />6'-6" <br />5'-2' <br />PRECAST <br />4. W R <br />2 No. 4 <br />796 <br />1454 <br />1454 <br />1435 <br />1435 <br />7-6" <br />6'-2" <br />PRECAST <br />2 No.4 <br />639 <br />1167 <br />1167 <br />1152 <br />1152 <br />T-8" <br />6'-4" <br />PRECAST <br />2 No.4 <br />619 <br />1130 <br />1130 <br />1115 <br />1115 <br />8'-0" <br />6'-8" <br />PRECAST <br />2 D4.5 WIRE <br />2 No. 4 <br />581 <br />1062 <br />1062 <br />1048 <br />1048 <br />8'-4" <br />T-0" <br />PRECAST <br />2 <br />No.4 <br />548 <br />1001 <br />1001 <br />979 <br />988 <br />9'-4" <br />8'-17' <br />PRECAST <br />2 <br />No.4 <br />467 <br />853 <br />853 <br />759 <br />10'-6" <br />9'-2' <br />PRECAST <br />4. WIRE2 <br />No.4 <br />398 <br />727 <br />727 <br />582 <br />11'-4" <br />10'-0" <br />PRECAST <br />o• <br />2 <br />No.5 <br />355 <br />649 <br />649 <br />489 <br />12'-0" <br />10'-8" <br />PRECAST <br />o. <br />2 <br />No.5 <br />329 <br />602 <br />602 <br />430 <br />862 <br />174' <br />ill-2' <br />PRECAST <br />2 No. 3 <br />2 <br />No. 5 <br />312 <br />570 <br />570 <br />391 <br />13'-4" <br />12'-0" <br />PRECAST <br />o• <br />2 <br />No.5 <br />287 <br />525 <br />525 <br />337 <br />14'-0" <br />12'-8" <br />PRECAST <br />2 No. <br />2 <br />No.5 <br />270 <br />449 <br />449 <br />286 <br />451 <br />14'-8" <br />13'-4" <br />PRESTRESSED <br />(2) No.3 <br />(2) (2) strand <br />2 No.4 <br />N.R. <br />522 <br />522 <br />360 <br />400 <br />154' <br />14'-G <br />PRESTRESSED <br />(2) No.3 <br />12) (2) strand <br />2 No.4 <br />N.R. <br />473 <br />473 <br />328 <br />§3 <br />174' <br />16'-0" <br />PRESTRESSED <br />(2) No.3 <br />(2) (2) strand <br />2 No.4 <br />N.R. <br />357 <br />357 <br />254 <br />3§1 <br />19, 4" <br />18'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand <br />2 No.5 <br />N.R. <br />277 <br />277 <br />202 <br />§fi <br />20'-0" <br />18'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand <br />2 No.5 <br />N.R. <br />256 <br />256 <br />188 <br />Hai <br />21'-4" <br />20'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand <br />2 No.5 <br />N.R. <br />219 <br />219 <br />165�� <br />22'-0" <br />20'$" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand <br />2 No.5 <br />N.R. <br />203 <br />203 <br />155 <br />24' 0" <br />22' 8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) No. S <br />N.R. <br />164 <br />164 <br />124 <br />179 <br />•. . . •:. N.R.- NOT RECOMMENDED 110�- <br />I U-711, U1, <br />DETAIL "H" DETAIL "J" DETAIL "K" DETAIL "E" DETAIL "F" DETAIL "G" <br />DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D" <br />REINFORCING SCHEDULE & LOAD CAPACITIES <br />TABLE 4 SAFE WORKING LOADS (PLF) <br />8" X 20" COMPOSITE LINTELS <br />LINTEL <br />CLEAR <br />LINTEL TYPE <br />LINTEL STEEL TOP <br />LINTEL STEEL <br />GRAVITY <br />GRAVITY <br />UPLIFT <br />UPLIFT <br />LENGTH <br />SPAN <br />WIRE / BAR <br />BOTTOM BAR <br />CAPACITY <br />CAPACITY <br />CAPACITY <br />CAPACITY <br />(0)#5L (1)#5U <br />(1)#5L (1)#5 <br />(0)#5L (1)05U <br />(1)#5L (2)#5U <br />DETAILT <br />DETAIL'M' <br />� 1)#5LLI )#5 <br />DETAIL'N' <br />o. <br />T-6" <br />2'-2' <br />PRECAST <br />2 No.3 <br />10000 <br />10000 <br />10000 <br />10000 <br />4'-0" <br />2'-8" <br />PRECAST <br />2 4. <br />2 No.3 <br />10000 <br />10000 <br />10000 <br />10000 <br />4'-6" <br />3'-2' <br />PRECAST <br />2 No.3 <br />9313 <br />10000 <br />10000 <br />10000 <br />4'-8" <br />3'-4" <br />PRECAST <br />2 No.3 <br />8548 <br />10000 <br />10000 <br />10000 <br />5' 4" <br />4'-0" <br />PRECAST <br />2 D4.5 W <br />2 No. 3 <br />6261 <br />10000 <br />8605 <br />10000 <br />5'-1a' <br />4'-6" <br />PRECAST <br />2 No.3 <br />5095 <br />8995 <br />7007 <br />9811 <br />6'-6" <br />5'-2' <br />PRECAST <br />2 No.4 <br />6871 <br />6871 <br />5482 <br />6814 <br />7-6" <br />b'-Z' <br />PRECAST <br />2 4• W <br />2 No.4 <br />4693 <br />4693 <br />3976 <br />4661 <br />7'-8" <br />6'-4" <br />PRECAST <br />2 No.4 <br />4456 <br />4456 <br />3785 <br />4427 <br />8'-0" <br />b'-8" <br />PRECAST <br />4• <br />2 No.4 <br />4047 <br />4047 <br />3443 <br />4021 <br />8'-4" <br />7'-0" <br />PRECAST <br />2 No.4 <br />3706 <br />3706 <br />3144 <br />3683 <br />9'-4" <br />8'-0" <br />PRECAST <br />2 No.4 <br />2954 <br />2954 <br />2445 <br />2937 <br />10'-6" <br />9'-2' <br />PRECAST <br />4. I <br />2 No.4 <br />2384 <br />2384 <br />1884 <br />2371 <br />11'-4" <br />1014, <br />PRECAST <br />o• <br />2 No.5 <br />2082 <br />2082 <br />1590 <br />2082 <br />12'-0" <br />10'-8" <br />PRECAST <br />o• <br />2 No.5 <br />1895 <br />1895 <br />1401 <br />1895 <br />12'-6" <br />11'-2' <br />PRECAST <br />o• <br />2 No.5 <br />1775 <br />1775 <br />1279 <br />1775 <br />13'-4" <br />12'-0" <br />PRECAST <br />o. <br />2 No.5 <br />1605 <br />1605 <br />1107 <br />1605 <br />14'-0" <br />12'-8" <br />PRECAST <br />o• <br />2 No.5 <br />1490 <br />1490 <br />992 <br />1490 <br />14'-8" <br />13'-4" <br />PRESTRESSED <br />(2) No.3 <br />(2) 7/16 strand+ <br />1948 <br />1948 <br />1093 <br />1591 <br />2 No.4 <br />15'-4" <br />14'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />1774 <br />1774 <br />996 <br />1494 <br />2 No.4 <br />17 4' <br />16'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />1368 <br />1368 <br />771 <br />1264 <br />2 No.4 <br />19'-4" <br />18'-0" <br />PRESTRESSED <br />(2) No.3 <br />(2) 7/16strand + <br />1084 <br />1084 <br />615 <br />1095 <br />2 No.5 <br />20'-0" <br />18'-8" <br />PRESTRESSED <br />(2) No.3 <br />(2) strand+ <br />1008 <br />1008 <br />573 <br />1048 <br />2 No.S <br />(2) <br />21'-4" <br />20'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />877 <br />877 <br />501 <br />966 <br />2 No.5 <br />22'-0" <br />20'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />850 <br />850 <br />471 <br />923 <br />2 No.S <br />24'-0" <br />22' 8" <br />PRESTRESSED <br />2 No. 3 <br />() <br />16 s an + <br />(2) No.5 <br />740 <br />740 <br />393 <br />772 <br />DETAIL "L" DETAIL "M" DETAIL "N" <br />REINFORCING SCHEDULE & LOAD CAPACITIES <br />TABLE 5 SAFE WORKING LOADS (PLF) <br />8" X 24" COMPOSITE LINTELS <br />LINTEL <br />CLEAR <br />LINTEL TYPE <br />LINTEL STEEL TOP <br />LINTEL STEEL <br />GRAVITY <br />GRAVITY <br />UPLIFT <br />UPLIFT <br />LENGTH <br />SPAN <br />WIRE / BAR <br />BOTTOM BAR <br />CAPACITY <br />CAPACITY <br />CAPACITY <br />CAPACITY <br />(0)#5L (1)#5U <br />(1)#5L (1)#5U <br />�0)#4L <br />(1)#5L (2)#5U <br />DETAIL'O' <br />DETAIL'P' <br />(1)#5U <br />DETAIL'(' #5 <br />DETAIL'Q' <br />-6 <br />A <br />o. 3 <br />10000 <br />10000 <br />10000 <br />10000 <br />3'-6" <br />2'-2' <br />PRECAST <br />2 No.3 <br />10000 <br />10000 <br />10000 <br />10000 <br />4'-0" <br />2'-8" <br />PRECAST <br />2 4. <br />2 No.3 <br />10000 <br />10000 <br />10000 <br />10000 <br />4'-6" <br />3'-2' <br />PRECAST <br />2 No.3 <br />10000 <br />10000 <br />10000 <br />10000 <br />4'-8" <br />T-4" <br />PRECAST <br />2 No.3 <br />10000 <br />10000 <br />10000 <br />10000 <br />5'-4" <br />4'-0" <br />PRECAST <br />2 No.3 <br />7681 <br />10000 <br />10000 <br />10000 <br />5'-10" <br />4'-6" <br />PRECAST <br />2 No.3 <br />6251 <br />10000 <br />8615 <br />10000 <br />6'-6" <br />5'-2' <br />PRECAST <br />2 No.4 <br />8629 <br />10000 <br />6741 <br />10000 <br />7-6" <br />6'-2' <br />PRECAST <br />2 No.4 <br />6266 <br />6603 <br />4891 <br />6909 <br />T-8" <br />b'-4" <br />PRECAST <br />2 No.4 <br />5967 <br />6199 <br />4657 <br />6477 <br />8'-0" <br />6'-8" <br />PRECAST <br />2 D4. <br />2 No.4 <br />5430 <br />5524 <br />4236 <br />5756 <br />8'-4" <br />T-0" <br />PRECAST <br />2 No.4 <br />4961 <br />4979 <br />3869 <br />5178 <br />9'-4" <br />8'-0" <br />PRECAST <br />2 No.4 <br />3865 <br />3838 <br />3010 <br />3973 <br />10'-6" <br />9'-2' <br />PRECAST <br />4. IRE <br />2 No.4 <br />2984 <br />3021 <br />2320 <br />3118 <br />11'-4" <br />10'-0" <br />PRECAST <br />o• <br />2 No.5 <br />2699 <br />2699 <br />1959 <br />2699 <br />12'-0" <br />10'-8" <br />PRECAST <br />2 0. <br />2 No.5 <br />2436 <br />2436 <br />1727 <br />2436 <br />12'-6" <br />11'-2" <br />PRECAST <br />o• <br />2 No.5 <br />2269 <br />2269 <br />1577 <br />2269 <br />13'-4" <br />12'-0" <br />PRECAST <br />o• <br />2 No.5 <br />2034 <br />2034 <br />1366 <br />2034 <br />14'-0" <br />12'-8" <br />PRECAST <br />2 No.3 <br />2 No.5 <br />1878 <br />1878 <br />1225 <br />1878 <br />14'-8" <br />13'-4" <br />PRESTRESSED <br />(2) No.3 <br />(2) 7/16 strand + <br />2413 <br />2413 <br />1338 <br />1974 <br />2 No.4 <br />15 4' <br />14'-0" <br />PRESTRESSED <br />2 No. <br />() <br />(2) 7/16 strand + <br />2199 <br />2199 <br />1219 <br />1846 <br />2 No.4 <br />174' <br />16'-0" <br />PRESTRESSED <br />2 No.3 <br />() <br />(2) 7/16 strand + <br />1698 <br />1698 <br />944 <br />1546 <br />2 No.4 <br />19'-4" <br />18'-0" <br />PRESTRESSED <br />(2) No.3 <br />(2) 7/16 strand + <br />1348 <br />1348 <br />753 <br />1330 <br />2 No.5 <br />20'-0" <br />18'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />1254 <br />1254 <br />702 <br />1271 <br />2 No.5 <br />21' 4" <br />20' 0 <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/i 6 strand + <br />1092 <br />1092 <br />614 <br />1 167 <br />2 No.5 <br />22'-0" <br />20'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />1023 <br />1023 <br />11276 <br />2 No.5 <br />24'-0" <br />22'-8" <br />PRESTRESSED <br />(2) No. 3 <br />16 s an + <br />(2) No. 5 <br />898 <br />898 <br />94981 <br />TABLE 6 GRAVITY & UPLIFT SAFE LOADS (PLF) <br />8"xl 6" RECESS DOOR HEADER <br />TOTAL <br />LENGTH <br />CLEAR <br />SPAN <br />DOOR <br />SIZE <br />LINTEL TYPE <br />LINTEL STEEL TOP <br />WIRE / BAR <br />LINTEL STEEL <br />BOTTOM BAR <br />GRAVITY SAFE LOAD <br />UPLIFT SAFE LOAD <br />SOLID <br />#5(1)U(0) <br />SOLID <br />#5(1)U(1)L <br />SOLID <br />#5(1)U(0)L <br />SOLID <br />#5(2)U(1)L <br />DETAIL'DH' <br />DETAIL'DJ' <br />DETAIL'DH' &'DJ' <br />DETAIL'DK' <br />3'-8" <br />74' <br />2'-0' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />5713 <br />10000 <br />10000 <br />10000 <br />4'-0" <br />2'-8" <br />2'-4" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />4511 <br />10000 <br />9686 <br />10000 <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />4032 <br />10000 <br />8687 <br />9503 <br />4'-4" <br />3'-0' <br />2'-B" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />3647 <br />9133 <br />7835 <br />8173 <br />4'-8" <br />3'-4" <br />3'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />2990 <br />7025 <br />6382 <br />6382 <br />5'-8" <br />4'-4" <br />4'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />1819 <br />4139 <br />3839 <br />3839 <br />6'-8" <br />5'-4" <br />5'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />2976 <br />2976 <br />2676 <br />2737 <br />7'-8" <br />6'-4" <br />6'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />2292 <br />2292 <br />1918 <br />2121 <br />91.9.8'-4" <br />8'-d' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />1563 <br />1563 <br />1113 <br />1455 <br />-- __ I <br />I I <br />DETAIL "DH" DETAIL "DJ" DETAIL "DK" <br />I I <br />L� I <br />-------- ��-=--�'\ - <br />I.IMI IL a rw- <br />441- <br />LINTE.a 614 <br />LINTEL SCHEDULE <br />LINTEL <br />MARK <br />TABLE <br />LENGTH <br />TYPE <br />COMMENTS <br />L-1 <br />3 <br />4'-6" <br />DETAIL H <br />2 WINDOWS <br />L-2 <br />3 <br />5'-10" <br />DETAIL J <br />3 WINDOWS <br />L-3 <br />3 <br />6'-6" <br />DETAIL J <br />60"WINDOWS <br />L-4 <br />3 <br />7'-6" <br />DETAIL J <br />(2) 2 WINDOWS <br />L-5 <br />1 <br />12'-0" <br />DETAIL B <br />OPENING @ LANAI <br />L-6 <br />1 <br />19'-4" <br />DETAIL C <br />OPENING @LANAI <br />L-7 <br />5 <br />17'-4" <br />DETAIL P <br />16-0 GARAGE DOOR <br />L-8 <br />6 <br />4'-4" <br />DETAIL DH <br />2-6 THRU 2-8 DOORS <br />L-9 <br />6 <br />4'-8" <br />DETAIL DH <br />3-0 DOORS <br />L-10 <br />6 <br />7'-8" <br />DETAIL DJ <br />DBL. 3-0 DOOR <br />n-------___LET---------�� <br />� II <br />1I <br />II <br />II <br />LI <br />L-5 I I <br />I I <br />II <br />II <br />LINTS. a b'-8' 1 I <br />II <br />■ ■, <br />• <br />3000 PSI GROUT <br />(PLACED IN FIELD) <br />TOP LEG BARS: <br />3000 PSI*22" <br />TOP LEG BARS: <br />(SEE SCHEDULE) <br />(PLACE(SEE <br />SCHEDULE) <br />2" 2" <br />( <br />� 5 CONTINUOUS REQ D <br />1 II #5 CONTINUOUS REQ'D. <br />�ER <br />r <br />STRUCTURAL PLAN <br />r>�o <br />--I <br />STIRRUPS <br />OR WELDS 4 -0" cc <br />�ISo(3Z <br />STIRRUPS AT 4'-0" cc <br />� )ro <br />ISo <br />LO <br />( ) <br />ir4ao <br />C�(TIED <br />OR WELDED) <br />n <br />BOTTOM BARS <br />BOTTOM BARS <br />SEE SCHEDULE <br />r1�,SEE <br />SCHEDULE <br />c0 <br />47� 4 <br />NOTES: <br />1. MINIMUM COVERAGE OF STEEL - 1.5' <br />2. MIN. BEARING REQUIRED AT EA. END - 4" <br />3. STANDARD FOR REINF. STEEL - ASTM A615 <br />TYPICAL LINTEL SECTION <br />PRECAST CONCRETE <br />NOTES: <br />1. MINIMUM COVERAGE OF STEEL - 1.5" <br />2. MIN. BEARING REQUIRED AT EA. END - 4" <br />3. STANDARD FOR REINF. STEEL - ASTM A615 <br />LINTEL a b'-8' <br />TYPICAL RECESS DOOR HEADER SECTION <br />PRECAST CONCRETE <br />GENERAL NOTES: <br />1.) CODES <br />1.1 FLORIDA BUILDING CODE (5th EDITION, 2014, RESIDENTIAL) SECTIONS <br />R402.2 & R606. <br />1.2 FLORIDA BUILDING CODE (5th EDITION, 2014, BUILDING) SECTIONS 1901.2 & <br />2107. <br />1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE <br />(ACI 318-11). <br />1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN <br />LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE <br />7-10). <br />2.) CONCRETE: <br />2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: <br />2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI <br />2.1.2 PRE -CAST W/PRESTRESS REIN FORCEM ENT-6000 PSI <br />2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" <br />AGGREGATE, 8" TO 11" SLUMP <br />2.2 REINFORCING BARS: <br />■ 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF <br />FABRICATION ASTM A615 (GRADE 60) <br />2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) <br />ASTM A615 (GRADE 40). <br />2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi <br />■ 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. <br />2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. <br />-71 <br />2.6 D4.5 WIRE PER ASTM A496. <br />II <br />■ <br />L-4 ����^-�� <br />LINTEL a b'-8' <br />■ <br />// <br />3) MASONRY: <br />3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE <br />SPECIFICATION OF THE NATIONAL CONCRETE MASONRY <br />ASSOCIATION AND ACI 530-11. <br />3.2 CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO ASTM C-90 <br />NORMAL WEIGHT w/ MINIMUM COMPRESSIVE STRENGHT 1900 PSI. <br />3.3 MORTAL SHALL CONFORM TO ASTM C-270 TYPE "S" w/ MINIMUM <br />28-DAY COMPRESSIVE STRENGTH 1800 PSI. <br />3.4 MINIMUM AGGREGATE 28-DAY COMPRESSIVE STRENGTH OF CMU AND <br />MORTAR SHALL NOT BE LESS THAN F'M = 1500 PSI. MASONRY STRENGHT <br />SHALL BE ESTABLISHED BY THE "UNIT STRENGHT METHOD" OR ALTERNATIVELY <br />BY THE "PRISM TEST METHOD" WHERE USM REQUIREMENTS HAVE NOT BEEN MET. <br />4) STRUCTURAL: <br />4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A <br />BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" <br />PER FLORIDA BUILDING CODE (5th EDITION, 2014, RESIDENTIAL) SECTION <br />R606.14 OR FLORIDA BUILDING CODE (5th EDITION, 2014, BUILDING) <br />SECTION 2104.1.5 <br />4.2 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST <br />BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED <br />UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. <br />L�1 L 2 L-2 <br />LINTS. • 6'-8' LINTEL • 61-V LINTEL a 6'-8' <br />/.4 <br />• <br />II <br />II <br />®II <br />LI <br />DATE: <br />09/14/2015 <br />JOB NO: <br />HA9139 <br />DESIGN BY: <br />-- <br />DRAWN BY: <br />JRH <br />CHECKED BY: <br />GC <br />PROJECT: <br />3615-HA9139 <br />CHECKED BY: <br />JRH,JGZ <br />EST: -- <br />CONST. MNGR: -- <br />SUPER: <br />d <br />zCV CY) <br />r LO <br />J CV <br />LL_ I <br />Q <br />2 <br />CO <br />T <br />CO- <br />Q <br />Lu <br />ujT <br />CV <br />Ln <br />� <br />Z <br />C'7 <br />U <br />T <br />CIO <br />Z <br />oO <br />W <br />co <br />T <br />1 <br />_ <br />MODEL: <br />9-15 <br />SPECS <br />CUSTOMER: <br />LUCKEY <br />39119 PARK DR. <br />ZEPHRYHILLS, FL 3354 <br />O o <br />V U <br />'rtI '43 <br />0 <br />> <br />Q H <br />v 00 <br />Ln <br />m N <br />0) N <br />toU) <br />C M "o <br />m <br />o LL � <br />C 00 <br />ENGINEER'S SEAL <br />I HEREBY CERTIFY THAT THIS PLAN & <br />SPECIFICATIONS WERE PREPARED/REVIEWED <br />BY ME OR UNDER MY DIRECT SUPERVISION <br />AND COMPLIES WITH THE FLORIDA BUILDING <br />CODE 5th EDITION 2014, <br />RESIDENTIAL/BUILDING. ALL SIGNED/SEALED <br />DRAWINGS PRESENT IN THIS PLAN ARE FOR <br />STRUCTURAL DESIGN ONLY AND ARE VALID <br />FOR 12 MONTHS FROM THE SIGNED DATE. <br />JU�Btllluauu0op011 <br />�' 4 UOa <br />h <br />'�� <br />n g o <br />Q <br />n Q m <br />r ST o�Z <br />Guo-jie- Zhany. PhD, PE Date <br />Florida PE No. 47744 <br />2911 Folklore Dr. -- Valrico, FL 33596 <br />(8131657-8865 <br />DETAIL "O" DETAIL "P" DETAIL"Q" <br />Al .5 <br />