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REINFORCING SCHEDULE & LOAD CAPACITIES <br />SAFE WORKING LOADS (PLF) <br />8" x 8" LINTELS <br />LINTEL <br />CLEAR <br />LINTEL TYPE <br />LINTEL STEEL TOP <br />LINTEL STEEL <br />UNFILLED <br />GRAVITY <br />GRAVITY <br />UPLIFT <br />UPLIFT <br />LENGTH <br />SPAN <br />WIRE BAR <br />BOTTOM BAR <br />GRAVITY <br />CAPACITY <br />CAPACITY <br />CAPACITY <br />CAPACITY <br />CAPACITY <br />(0)#5L (1)#5U <br />(1)#5L (1)#5U <br />(0) #5L (1) #5U <br />fl)#5L (2)#5U <br />DETAIL'A' <br />DETAIL'B' <br />DETAIL C, <br />(I I #5L f 1) #5U <br />DETAIL'D' <br />DETAIL'B'&'C' <br />2--1 0" <br />V-6" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />6740 <br />9462 <br />9462 <br />10000 <br />10000 <br />3141 <br />2'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />2912 <br />5318 <br />5318 <br />5114 <br />5114 <br />4'-0" <br />2'-8" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />2038 <br />3722 <br />3722 <br />3598 <br />3598 <br />4'41 <br />3'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />1566 <br />2859 <br />2859 <br />- <br />2772 <br />2772 <br />4'41 <br />3'-4" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />1453 <br />2654 <br />2654 <br />2574 <br />2574 <br />5'-4" <br />4�4- <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />1127 <br />2013 <br />1 2013 <br />2000 <br />2000 <br />5- 10" <br />4'-6" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />964 <br />1636 <br />1636 <br />1712 <br />1712 <br />6'-6" <br />5�2fj <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />796 <br />1454 <br />1454 <br />1435 <br />1435 <br />7-6" <br />6-2" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />639 <br />1167 <br />1167 <br />1152 <br />1152 <br />7-8" <br />6-4" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />619 <br />1130 <br />1130 <br />1115 <br />1115 <br />8'-0" <br />64 <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 />7'-Up <br />PRECAST <br />12) D4.5 WIRE <br />(2) No. 4 <br />548 <br />1001 <br />1001 <br />979 <br />988 <br />74" <br />81-01, <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />467 <br />853 <br />853 <br />759 <br />843 <br />10-4- <br />9'-2-P <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />398 <br />727 <br />727 <br />582 <br />718 <br />11--4` <br />101-01, <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />355 <br />649 <br />649 <br />489 <br />649 <br />12'-9' <br />101-81, <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />329 <br />602 <br />602 <br />430 <br />602 <br />1214t <br />11'-2" <br />PRECAST <br />(2) No.3 <br />(2) No. 5 <br />312 <br />570 <br />570 <br />1 391 <br />570 <br />13'-N' <br />12'-0" <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />287 <br />525 <br />525 <br />337 <br />525 <br />14'-0' <br />12141 <br />PRECAST <br />(2) No. 3 <br />(2) 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) 7116 strand + <br />N.R. <br />522 <br />522 <br />360 <br />499 <br />(2) No. 4 <br />15-4" <br />14'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />N.R. <br />473 <br />473 <br />328 <br />455 <br />(2) No. 4 <br />174" <br />16-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />N.R. <br />357 <br />357 <br />254 <br />352 <br />(2) No. 4 <br />19-4- <br />18'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />N.R. <br />277 <br />277 <br />202 <br />281 <br />(2) No. 5 <br />20'-0" <br />18'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />256 <br />256 <br />188 <br />262 <br />(2) No. 5 <br />N.R. <br />21'-N' <br />20'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />219 <br />219 <br />165 <br />229 <br />(2) No. 5 <br />N.R. <br />22-4- <br />20'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />203 <br />203 <br />155 <br />215 <br />(2) No. 5 <br />N.R. <br />2) 7/16 strand + <br />24'-0" <br />22'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) No. 5 <br />N.R. <br />164 <br />164 <br />124 <br />179 <br />N.R.- NOT RECOMMENDED <br />DETAIL "A" DETAIL "B" <br />DETAIL "C" DETAIL "D" <br />TYPE DESIGNATION <br />F-PLAINLLINTEL/ <br />-1 <br />QUANTITY OF #5 BAR AT <br />S - SOLD NTEL <br />rL--E1UNT1LCAV1Y <br />[8xl 6-P-1 L/I J] <br />NOMINALWTDTHJ <br />LIIIAITII.1#5BAR <br />NOMINAL HEIGHT <br />UPPER LINTEL CAVITY <br />REINFORCING SCHEDULE & LOAD CAPACITIES <br />SAFE WORKING LOADS (PLF) <br />8" X 16" 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 />(0)#5L (1)#5U <br />(1) #5L (1) #5U <br />(1)#5L fl)#5U <br />fl)#5L (2)#5U <br />DETAIL'H' <br />DETAWY <br />DETAIL'H'&'J' <br />DETAILW <br />2'-10" <br />1'-6" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />1 0000 <br />10000 <br />1 10000 <br />10000 <br />_700-00 <br />3'-6" <br />2'-2p' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />10000 <br />10000 <br />10000 <br />*4' <br />2-8" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />9550 <br />10000 <br />10000 <br />10000 <br />N-6" <br />3'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />72D7 <br />10000 <br />9863 <br />10000 <br />4�4' <br />3'-4'p <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />6614 <br />10000 <br />9053 <br />10000 <br />5-4" <br />4'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />4843 <br />6687 <br />6635 <br />7320 <br />5'- 10" <br />4'-6" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No�3 <br />3940 <br />5211 <br />1 5402 <br />5641 <br />6'-6'p <br />5'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />4350 <br />4350 <br />4225 <br />4314 <br />7-6" <br />6-2" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />32D6 <br />3206 <br />3063 <br />3183 <br />7-8" <br />64" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />3071 <br />3071 <br />2916 <br />81-01P <br />6'-8'p <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />2831 <br />2831 <br />2651 <br />-____3049 <br />81 �l <br />64" <br />7-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />2625 <br />2625 <br />2421 <br />2607 <br />9'4' <br />&_01. <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />2153 <br />2153 <br />1881 <br />2139 <br />1 U-6- <br />9'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />1777 <br />1777 <br />1 1448 <br />1766 <br />1 V-4" <br />101-0.1 <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />1568 <br />1568 <br />1222 <br />1568 <br />12P-Or <br />10-4' <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />1439 <br />1439 <br />1075 <br />1439 <br />12-4- <br />11 -2" <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />1354 <br />1354 <br />981 <br />1354 <br />13-4- <br />17-0" <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />1232 <br />1232 <br />849 <br />1232 <br />14'-0" <br />12141 <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />1149 <br />1149 <br />760 <br />1149 <br />14P-8" <br />13'-4" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />1419 <br />1419 <br />850 <br />1347 <br />(2) No. 4 <br />1 <br />164' <br />14'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />1291 <br />1291 <br />775 <br />1270 <br />(2) No. 4 <br />174" <br />16-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />993 <br />993 <br />600 <br />1084 <br />(2) No. 4 <br />19'-4" <br />18'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />1035 <br />1035 <br />478 <br />936 <br />(2) No. 5 <br />20'-0" <br />18'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />961 <br />961 <br />446 <br />872 <br />(2) No. 5 <br />2 F-4" <br />20'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />834 <br />834 <br />390 <br />763 <br />(2) No. 5 <br />1 <br />22'-0" <br />20'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />720 <br />720 <br />366 <br />716 <br />(2) No. 5 <br />(2) 7116 strand + <br />24'-U' <br />22'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) No. 5 <br />642 <br />642 <br />306 <br />599 <br />f <br />P'. <br />DETAIL "H" DETAIL % <br />Ai.` <br />TYPE DESIGNATION <br />QUANTffYOF#5BAR T <br />PLAIN LINTEL/ <br />P <br />S - SOL D LINTEL LOWER LINTEL CAVTYA <br />7 r <br />[8x I 6-P-1 L/ I J] <br />NOMNALWIDTHJ LQ1ANT1YOF151AR <br />UPPER LINTEL CAVITY <br />NOMINAL HEIGHT <br />CHARTS FROM QUALITY PRECAST COMPANY <br />COMMERCIAL CONCRETE PRODUCTS, INC <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />8"X12" RECESS DOOR HEADER <br />TOTAL <br />LENGTH <br />CLEAR <br />SPAN <br />DOOR <br />SIZE <br />LINTELTYPE <br />LINTEL STEEL TOP <br />WIRE/ BAR <br />LINTEL STEEL <br />BOTTOM BAR <br />GRAVITY SAFE LOAD <br />UPLIFT SAFE LOAD <br />PLAIN <br />SCUD <br />#5 (1) U (0) L <br />SOLID <br />#5 (1) U (0) L <br />#5(1)Ufl)L <br />SOLID <br />#5 (2) U (1) L <br />DETAIL'DE' <br />DETAIL'DF' <br />DETAIL'DE'&'DF' <br />DETAIL <br />3-8-- <br />2-4' <br />2�a' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />3764 <br />6455 <br />5637 <br />5637 <br />4'-0" <br />2-4' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No� 3 <br />2970 <br />496,5 <br />4401 <br />4401 <br />4'-Zp <br />2- 10" <br />2'-6' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />2654 <br />4449 <br />3965 <br />3965 <br />4P4' <br />31-01, <br />2'-&' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />2400 <br />4C30 <br />3607 <br />3607 <br />4'-8" <br />3'-4!' <br />3'-a' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />1966 <br />3390 <br />3053 <br />3053 <br />5-8" <br />4-4- <br />4'-G' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />1193 <br />2290 <br />2085 <br />1 <br />2085 <br />6-9' <br />5-4- <br />5'-U' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />1764 <br />1763 <br />1578 <br />1578 <br />7-8" <br />6-4- <br />6-G' <br />PRECAST <br />I (2) D4.5 WIRE <br />(2) No. 4 <br />I <br />1409 <br />1 <br />1409 <br />1188 <br />1267 <br />91-91 <br />8'-4" <br />81-al <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />1000 <br />1000 <br />686 <br />903 <br />TYPE DESIGNATION <br />P: PLAIN LINTEL/ <br />-1 <br />QUANTITY OF #5 BAR AT <br />S SOLDLINTEL <br />r1O-1F1I11E1CAV1T1 <br />[8xl 6-P- I L/1 U] <br />L.1A1T1YOF111A1 <br />NOMINALWIOTHJ <br />NOMINAL HEIGHT <br />UPPER LINTEL CAVITY <br />DETAIL "DE" DETAIL "DIF" DETAIL "DG" <br />REINFORCING SCHEDULE & LOAD CAPACITIES <br />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 />(0)#5L (1)05U <br />(1)#5L (1)#5U <br />(1) #5L (2) #5U <br />(I)#5L (1)#5U <br />DETAIL'E' <br />DETAILT' <br />DETAIL'E' &? <br />DETAIL'G' <br />2'- 10" <br />V-6- <br />PRECAST <br />f2) D4.5 WIRE <br />(2) No. 3 <br />10000 <br />10000 <br />10000 <br />10000 <br />3�41 <br />2--Z' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />9383 <br />10000 <br />10000 <br />10000 <br />4'-0" <br />2'-8" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />6766 <br />8225 <br />9200 <br />9445 <br />4�4' <br />3'-Z' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />5104 <br />5671 <br />6345 <br />6345 <br />4'-8" <br />3'41 <br />PRECAST <br />(2) D4.5 WIRE <br />[2) No.3 <br />4683 <br />5137 <br />5717 <br />5717 <br />54" <br />4'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />f2l No. 3 <br />3428 <br />3727 <br />4091 <br />4091 <br />5'- 10" <br />4'-6" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />2787 <br />3088 <br />3369 <br />3369 <br />6'-6" <br />54' <br />PRECAST <br />(2) D4.5 WIRE <br />f2) No.4 <br />2560 <br />2560 <br />2723 <br />2723 <br />7-6" <br />6'-Z' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />1992 <br />1992 <br />2112 <br />2112 <br />7-8" <br />6-4" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />1921 <br />1921 <br />2035 <br />2035 <br />8'-0" <br />6-13" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />1792 <br />1792 <br />1862 <br />1897 <br />8'-4" <br />71�0r; <br />PRECAST <br />f2) D4,5 WIRE <br />(2) No. 4 <br />1679 <br />1679 <br />1 1699 <br />1776 <br />9'-4-P <br />8'-0"' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />1411 <br />1411 <br />1319 <br />1489 <br />10-4- <br />9'-2'p <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />1186 <br />1186 <br />1014 <br />1251 <br />11-4- <br />101-01, <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />1074 <br />1074 <br />854 <br />1121 <br />12-4- <br />101-81, <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />992 <br />992 <br />751 <br />1035 <br />12P-6" <br />11'-2" <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />937 <br />937 <br />685 <br />978 <br />13' -N. <br />12'-D" <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />859 <br />859 <br />59 1 <br />896 <br />14'-0" <br />12---B" <br />PRECAST <br />(2) No. 3 <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 />14-4' <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'-N' <br />16-4- <br />PRESTRESSED <br />(2) No.. <br />(2j 7116 strand + <br />836 <br />836 <br />426 <br />763 <br />(2) No. 4 <br />191-N, <br />18'-D" <br />PRESTRESSED <br />(2) No. 3 <br />(2� 7/16 stra n d + <br />655 <br />655 <br />340 <br />645 <br />(2) No. 5 <br />20-4- <br />18._81. <br />PRESTRESSED <br />(2) No. 3 <br />(217/16 strand + <br />607 <br />607 <br />317 <br />601 <br />(2) No. 5 <br />21-4- <br />20'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(217116 strand + <br />524 <br />524 <br />277 <br />526 <br />1 <br />1 <br />1 <br />(2) No. 5 <br />22�-O" <br />20--8" <br />PRESTRESSED <br />(2) No. 3 <br />(2] 7116 strand + <br />488 <br />488 <br />260 <br />493 <br />(2) No. 5 <br />(2) 7/16 strand + <br />24'-0 <br />22'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) No. 5 <br />399 <br />1 <br />399 <br />217 <br />1 412 <br />--- <br />.4!.. <br />-4;- <br />F02 <br />DETAIL"E" DETAIL"F" DETAIL"G" <br />TYPE DESIGNATION <br />P - PLAIN LINTEL/ -1 <br />QUANTTYOF#5BAR T <br />S - SOLID LINTEL <br />LOWER LINTEL CAVITYA <br />r <br />[8xl 6-P- I L/1 U] <br />NOMINALWIDTHJ <br />LQIJAIT1101#55ARAT <br />NOMINAL HEIGHT <br />UPPER LINTEL CAVITY <br />REINFORCING SCHEDULE & LOAD CAPACITIES <br />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) #5U <br />(0)#5L (1)#5U <br />(1)#5L (2)#5U <br />DETAIL'U <br />DETAIL'M' <br />(1)#5L (1)45U <br />DETAIL'N' <br />DETAIL'L'&'M' <br />2'-10" <br />1 �-6` <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />10000 <br />10000 <br />10000 <br />10000 <br />3'-6" <br />2'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />10000 <br />10000 <br />10000 <br />10000 <br />4'-0" <br />2'-S" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />10000 <br />10000 <br />10000 <br />10000 <br />4�4" <br />3'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />9313 <br />10000 <br />10000 <br />10000 <br />4'-8" <br />3'4" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />8548 <br />10000 <br />10000 <br />10000 <br />54" <br />4'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />6261 <br />10000 <br />8605 <br />10000 <br />5'-10" <br />4'4' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />5095 <br />8995 <br />7007 <br />9811 <br />64- <br />5-2" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />6871 <br />6871 <br />5482 <br />6814 <br />7-6" <br />6-2" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.4 <br />4693 <br />4693 <br />3976 <br />4661 <br />7-8" <br />64" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />4456 <br />4456 <br />3785 <br />4427 <br />8P-O.. <br />6P-8" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />4047 <br />4047 <br />3443 <br />402 1_ <br />8'-4" <br />7-0" <br />PRECAST <br />(2) D4,5 WIRE <br />(2) No. 4 <br />3706 <br />3706 <br />3144 <br />3683 <br />9'-4" <br />8P-O" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />2954 <br />2954 <br />2445 <br />2937 <br />10--6" <br />9'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />2384 <br />2384 <br />1884 <br />_2371 <br />11-4- <br />101-01. <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />2082 <br />2082 <br />1590 <br />2082 <br />12'-0" <br />1 0'-8'p <br />PRECAST <br />(2) No.3 <br />[2) No. 5 <br />1895 <br />1895 <br />1401 <br />1895 <br />12P-6" <br />1]'-2" <br />PRECAST <br />(2) No.3 <br />(2) No. 5 <br />1775 <br />1775 <br />1279 <br />1775 <br />13'-4" <br />12'_011 <br />PRECAST <br />(2) No.3 <br />(2) No. 5 <br />1605 <br />1605 <br />1107 <br />1605 <br />14�-O-- <br />12'-8" <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />1490 <br />1490 <br />992 <br />1490 <br />14�4' <br />13'-4" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />1948 <br />1948 <br />1093 <br />1591 <br />(2) No. 4 <br />154' <br />1*-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 />174" <br />16-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />1368 <br />1368 <br />771 <br />1264 <br />(2) IN .4 <br />19�4- <br />18'-O'p <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />1084 <br />1084 <br />615 <br />1095 <br />(2) No. 5 <br />2U-0" <br />16-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />1008 <br />1008 <br />573 <br />1048 <br />(2) No. 5 <br />2 V-4" <br />20' -01, <br />PRESTRESSED <br />12) No. 3 <br />(2) 7116 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) 7116 strand + <br />850 <br />850 <br />471 <br />923 <br />(2) No. 5 <br />(2) 7/16 strand + <br />24�-O" <br />22'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) No. 5 <br />740 <br />1 740 <br />1 393 <br />1 772 1 <br />A <br />DETAIL"L" <br />DETAIL"M" <br />DETAIL"N" <br />TYPE DESIGNATION <br />P PLAIN LINTEL/ QUANTITY OF #5 BAR AT <br />5 SOLID -111INTE1.1"ITY <br />L NTEL <br />U. <br />[8xl 6-P-1 L/I J] <br />NOMINALWIDTHJ LQ1A1T1YO1#11ARA <br />NOMINAL HEIGHT UPPER LINTEL CAVITY <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />8"x] 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) L <br />SOLID <br />#5 (1) U (1) L <br />SOLID <br />#5 (1) U (0) L <br />#5 (1) U (1) L <br />SOLID <br />#5 (2) U (1) L <br />DETAIL'DH' <br />DETAIL'DY <br />DETAIL'DH'&'DJ' <br />DEFAIL'DK' <br />3'-8" <br />2'-W' <br />2�-CYP <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />5713 <br />10000 <br />100DO <br />10000 <br />4--011 <br />2�-8" <br />24' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />4511 <br />1 <br />100GO <br />9686 <br />10000 <br />1 <br />4'-2'' <br />2'- 10" <br />2-6" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />4032 <br />10000 <br />8687 <br />9503 <br />- <br />4-4 <br />&-0" <br />2-8" <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 />W-O" <br />PRECAST <br />(2) D4,5 WIRE <br />(2) No. 3 <br />1819 <br />4139 <br />3839 <br />3839 <br />6-13' <br />5-N' <br />5-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />2976 <br />2976 <br />2676 <br />2737 <br />7-6- <br />6-47 <br />6-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />2292 <br />2292 <br />1918 <br />2121 <br />8- <br />F97 <br />&4" <br />81-01, <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />1563 <br />1563 <br />1113 <br />1455 <br />DETAIL "DH" <br />DETAIL "W" <br />DETAIL "DIK" <br />TYPE DESIGNATION <br />P PLAIN LINTEL/ QUANTITY OF #5 BAR AT <br />S:SOLIDLINTEL -1 r LOWER LINTEL CAVITY <br />[8xl 6-P-1 L/1 U] <br />NCMINALWI LIIIAIITffYOF#58ARATI <br />UPPER LINTEL CAVITY <br />NOMINAL HEIGHT <br />GENERAL NOTES: <br />1.),CODES <br />.1 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTIONS <br />R402.2 & R606. <br />1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 & <br />2107. <br />1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE <br />(ACI 318-08). <br />1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN <br />LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE <br />7-10). <br />1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE <br />PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FIL 33567-4556 <br />(813) 659-3707. FLORIDA PRODUCT APPROVAL FLI 774-R3 <br />2.) CONCRETE: <br />2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: <br />2. 1.1 PRE -CAST W/STANDARD REIN FORCEMENT-5000 PSI <br />2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI <br />2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" <br />AGGREGATE, 8" TO 1 V 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 />2.6 D4.5 WIRE PER ASTM A496. <br />3.) MASONRY: <br />3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE <br />SPECIFICATION OF THE NATIONAL CONCRETE MASONRY <br />ASSOCIATION AND ACI 530-08. <br />3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. <br />3.3 MORTAR SHALL BE TYPE S. <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 (202D, RESIDENTIAL) SECTION <br />R606.14 OR FLORIDA BUILDING CODE (2020, BUILDING) <br />SECTION 2104.1.5 <br />4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE <br />LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND <br />SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT <br />4.3 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 />3000 PSI GROUT <br />(PLACED IN FIELD <br />2" <br />T22 �2 <br />LO <br />7 5/8" <br />2" <br />TOP LEG BARS: <br />(SEE SCHEDULE) <br />(1) #5 CONTINUOUS REQ-D. <br />PER STRUCTURAL PLAN <br />-0" cc <br />7/32" STIRRUPS AT 4' <br />(TIED OR WELDED) <br />BOTTOM BARS <br />SEE SCHEDULE <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 />3000 PSI GROUT <br />(PLACED IN FIELD) <br />2" 2" <br />---- Ir <br />ED <br />C') <br />7 5/8" <br />TOP LEG BARS: <br />(SEE SCHEDULE) <br />- (1) #5 CONTINUOUS REQ-D. <br />PER STRUCTURAL PLAN <br />7/32" STIRRUPS AT N-0" cc <br />(TIED OR WELDED) <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 RECESS LINTEL SECTION <br />PRECAST CONCRETE <br />CHARTS FROM QUALITY PRECAST COMPANY <br />COMMERCIAL CONCRETE PRODUCTS, INC <br />REINFORCING SCHEDULE & LOAD CAPACITIES <br />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 />UPLIFF <br />LENGTH <br />SPAN <br />WIRE / BAR <br />BOTTOM BAR <br />CAPACITY <br />CAPACITY <br />CAPACITY <br />CAPACITY <br />(0)#5L (])#5U <br />(1)#5L (1)#5U <br />(0) #5L (1) #5U <br />(I)#5L (2)#5U <br />(1)#4L (1)#5U <br />DETAIL <br />DETAIL'P' <br />DETAIL'O'&'P' <br />DETAIL'Q' <br />2'- 10" <br />V-6" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />10000 <br />10000 <br />10000 <br />10000 <br />3'-6" <br />2-4' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />10000 <br />1 10000 <br />10000 <br />10000 <br />4'-0" <br />2-4' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />10000 <br />10000 <br />10000 <br />10000 <br />4f4j <br />3'-2p' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />10000 <br />10000 <br />10000 <br />10000 <br />*-8" <br />3'-4!' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />10000 <br />10000 <br />10000 <br />10000 <br />64" <br />4'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />7681 <br />10000 <br />10000 <br />10000 <br />5-10" <br />4'-6" <br />PRECAST <br />(2) D4.5 WIRE <br />f2) No.3 <br />6251 <br />10000 <br />8615 <br />10000 <br />6-6" <br />5'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.4 <br />8629 <br />10000 <br />6741 <br />10000 <br />7-6" <br />6-2" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.4 <br />6266 <br />6603 <br />4891 <br />6909 <br />7'-8" <br />64" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />5967 <br />6199 <br />4657 <br />6477 <br />8'-0" <br />6-8" <br />PRECAST <br />(2) D4.5 WIRE <br />f2) No. 4 <br />5430 <br />5524 <br />4236 <br />5756 <br />8'4' <br />7-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.4 <br />4961 <br />4979 <br />3869 <br />5178 <br />74" <br />8--0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />3865 <br />3838 <br />3010 <br />3973 <br />10141 <br />9--2" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />2984 <br />3021 <br />2320 <br />3118 <br />1 I'-4'p <br />10,_011 <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />2699 <br />2699 <br />1959 <br />2699 <br />12[�011 <br />lop-81P <br />PRECAST <br />(2) No. 3 <br />(2) No.5 <br />2436 <br />2436 <br />1727 <br />2436 <br />12'4' <br />11 -z' <br />PRECAST <br />(2) No.3 <br />(2) No. 5 <br />2269 <br />2269 <br />1577 <br />2269 <br />1 3f4pr <br />12'-O'p <br />PRECAST <br />(2) No.3 <br />(2) No. 5 <br />2034 <br />2034 <br />1366 <br />2034 <br />14'-C)" <br />12-8" <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />1878 <br />1878 <br />1 1225 <br />1878 <br />14'-8" <br />13'-N' <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />2413 <br />2413 <br />1338 <br />1974 <br />(2) No. 4 <br />154' <br />IN-O" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 sfrand + <br />2199 <br />2199 <br />1219 <br />1846 <br />(2) No. 4 <br />1 74- <br />16-0" <br />PRESTRESSED <br />(2) No. 3 <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) 7/16 strand + <br />1092 <br />1092 <br />614 <br />1167 <br />1 <br />1 <br />(2) No. 5 <br />1 <br />1 <br />22'-9' <br />20'-B" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />1023 <br />1023 <br />576 <br />1121 <br />(2) No. 5 <br />(2) 7/16 strand + <br />1 24'-0" <br />22-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) No. 5 <br />898 <br />898 <br />481 <br />1 947 <br />% <br />I <br />VIA .11 <br />DETAIL"O" DETAIL"P" DETAIL"Q" <br />TYPE DESIGNATION <br />P - PLAIN LINTEL/ <br />QUANTITY OF #5 BAR AT <br />S SOL D INTEL <br />LOWER LINTEL CAVITY <br />[8xl 6-P- I L/ 1 J] <br />LIIIAITIY.1#1111 <br />NOMINAL WIDTHJ, <br />NOMINALHEIGH <br />UPPER LINTEL CAVITY <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />8"x20" 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) L <br />SOLID <br />#5 (1) U (1) L <br />SOLID <br />#5 ill U (0) L <br />#5 (1) U (1) L <br />SOLID <br />#5 (2) U (1) L <br />DETAIL'DL' <br />DETAIL'DM' <br />DEFAIL'DL'&'DM' <br />DETAIL'DN' <br />3-4' <br />Z-4" <br />2'-9' <br />PRECAST <br />1 <br />(2) D4.5 WIRE <br />(2) No. 3 <br />7665 <br />10000 <br />IODOO <br />10000 <br />4'-0" <br />2'-&' <br />2'-4" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />6054 <br />10000 <br />8442 <br />10000 <br />1 <br />4--2" <br />2p- 19' <br />2-6' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />5413 <br />10000 <br />7552 <br />10000 <br />4P-4" <br />3'-0" <br />2-8" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />4897 <br />10000 <br />6836 <br />10000 <br />4'-8" <br />3'-4" <br />3'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />4017 <br />10000 <br />5613 <br />1 ODOO <br />5P-8" <br />4'-4" <br />4-0-- <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />2448 <br />7050 <br />3434 <br />6540 <br />6.8" <br />5-f <br />S-0-- <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />4569 <br />4569 <br />2302 <br />4235 <br />7'-9' <br />6�4' <br />6-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />3338 <br />1 3338 <br />1 1640 <br />3122 1 <br />9'-8!' <br />L <br />8'-4' <br />8'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) Nb A <br />1 2121A <br />1 2158 <br />1 936 <br />1 2036 1 <br />< <br />DETAIL "DIL" DETAIL "DM" DETAIL "DN" <br />TYPE DESIGNATION <br />2 <br />3" W-1 <br />[8X16-P-1L/1IJ1 <br />J] L <br />UNIT'2216'- 1ST FLOOR PLAN <br />1/811 1 1-011 <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />8"x8" 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 />PLAIN <br />SOLID <br />#5 (1) U (0) L <br />SOLID <br />#5 111 U (1) L <br />SOLID <br />#5 (1) U (I <br />#5 (1) U DI L <br />(1) L <br />SOLID <br />#5 (2) U (1) L <br />DETAIL'DAP <br />DETAIL'DB' <br />DETAIL'DC' <br />DETAIL'DB'&'DC' <br />DETAIL 'DD' <br />3'-8'p <br />2-4' <br />2--0' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />1919 <br />2143 <br />2143 <br />1753 <br />1753 <br />4--0" <br />2'-8" <br />Z-4` <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />1597 <br />1801 <br />1801 <br />1483 <br />1483 <br />4'-2" <br />2'-10" <br />2'-6" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No, 3 <br />1473 <br />1668 <br />1668 <br />1376 <br />1376 <br />4'-4" <br />3P-O" <br />7-8" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />1367 <br />1553 <br />1553 <br />1284 <br />1284 <br />4'-8" <br />3'-4'p <br />1 <br />3-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />1194 <br />1363 <br />1363 <br />1131 <br />1131 <br />5-8" <br />4'-4" <br />4-0" <br />'RECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />864 <br />995 <br />995 <br />831 <br />831 <br />6-8" <br />54- <br />6-0" <br />1 <br />PRECAST <br />1 <br />(2) D4.5 WIRE <br />(2) No. 4 <br />662 <br />816 <br />816 <br />650 <br />654 <br />1 <br />7'-8" <br />6P-4!' <br />6-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />542 <br />669 <br />669 <br />462 <br />537 <br />8. <br />F9- <br />1 8'-4" <br />8'-0" <br />PRECAST <br />D4.5 WIR <br />(2) E <br />(2) No. 4 <br />1 396 <br />1 489 <br />489 <br />261 <br />393 <br />- _.. 0_1 <br />DETAIL "DA" DETAIL "DB" DETAIL "DC' DETAIL "DD" <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />8"X24" 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 IT) U (0) L <br />SOLID <br />#5 (1) U (1) L <br />SOLID <br />#5 (1) U (0) L <br />#5 (1) U (11 L <br />SOLID <br />#5 (2) U (1) L <br />DETAIL'DO' <br />DETAIL'DP' <br />DETAIL PDO' & <br />DETAIL'DQ' <br />3'-8" <br />2'-4" <br />1 <br />2-a' <br />PRECAST <br />1 <br />(2) D4.5 WIRE <br />(2) No. 3 <br />9620 <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 />7599 <br />10000 <br />1 OOCV) <br />10000 <br />4'-2" <br />2'- 1 G' <br />2-6" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />6796 <br />10000 <br />9505 <br />10000 <br />4P-4-P <br />31 -01, <br />2�8" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />6149 <br />10000 <br />8604 <br />10000 <br />4'-8" <br />3'-4" <br />1 <br />3'-G' <br />PRECAST <br />1 <br />(2) D4.5 WIRE <br />f2) No. 3 <br />5044 <br />10000 <br />7066 <br />10000 <br />5'-8" <br />44" <br />4'-U' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />3077 <br />1 ODOO <br />4325 <br />100 <br />6-8" <br />54' <br />5�G' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />3765 <br />7387 <br />2901 <br />6831 <br />7-8" <br />6'-4!' <br />&-G' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />2693 <br />4979 <br />1 2069 <br />4671 1 <br />�9--8" <br />1 8'-4" <br />8'-a' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />1 1552 <br />2996 <br />1 1183 <br />1 2844 1 <br />I ­', <br />r <br />.7.. <br />DETAIL"DO" <br />DETAIL"DP" <br />DETAIL"DQ" <br />TYPE DESIGNATION <br />F%WLAVOW <br />[8XI6-P-1L/1Uj <br />%,=J L <br />TYPE DESIGNATION <br />P - PLAIN LINTEL/ QIANT Y 01 #5 BAR AT <br />S-SOLIDLINTEL LOWERITLINTEL CAVITY <br />[8xl 6-P-1 L/1 U] <br />NOMINAL WIDTHJ L OUPANTFY OF #5 BAR AT <br />NOMINAL HEIGHT Up ER LINTEL CAVITY <br />SAFE WORKING LATERAL LOADS (PLF) <br />8" X 8" LINTELS <br />Total <br />Length <br />Type <br />8 "x8" <br />PLAIN <br />8"x8" <br />SOLID <br />2'- 10" <br />Precast <br />2082 <br />9235 <br />3'-6" <br />Precast <br />1325 <br />4624 <br />4'-Op' <br />Precast <br />1041 <br />3358 <br />4'-6" <br />Precast <br />858 <br />2635 <br />4-8'p <br />Precast <br />810 <br />2459 <br />54" <br />Precast <br />663 <br />1940 <br />5- 10" <br />Precast <br />583 <br />1624 <br />6-6" <br />Precast <br />486 <br />1396 <br />7-6" <br />Precast <br />403 <br />1134 <br />7-8" <br />1 Precast <br />392 <br />1100 <br />81-01, <br />Precast <br />363 <br />1037 <br />8'-4" <br />Precast <br />318 <br />981 <br />9'-4" <br />Precast <br />222 <br />772 <br />10'-6" <br />Precast <br />156 <br />600 <br />11'-4!' <br />Precast <br />132 <br />651 <br />12�-Op' <br />Precast <br />Ill <br />593 <br />12'-6' <br />Precast <br />98 <br />544 <br />13'4' <br />Precast <br />82 <br />475 <br />Precast <br />71 <br />429 <br />14-8" <br />Prestressed <br />N.R. <br />417 <br />164" <br />Prestressed <br />N.R. <br />369 <br />17'-4" <br />Prestressed <br />N.R. <br />257 <br />19-4- <br />Prestressed <br />N.R. <br />184 <br />20'-O'p <br />Prestressed <br />N.R. <br />167 <br />Prestressed <br />N.R. <br />138 <br />Prestressed <br />N.R. <br />127 <br />Prestressed <br />N.R. <br />100 <br />N.R. Not Recommended <br />VIRTUAL REVIEW ASSIST <br />Virtual Review Assist, Inc. <br />Plans Review completed and a ed <br />for compliance with the 2020 - C 7th <br />Edifion by Debr,, (',nne K�,ahr PX2300 <br />C14 <br />0 <br />04 <br />IN <br />­65 � k, <br />LO <br />C) <br />00 <br />LO <br />< <br />z <br />Z' <br />LU <br />0 <br />0 <br />LLJ <br />0� <br />0 <br />z <br />< <br />V) <br />(D <br />(1) L0 E <br />.�! (D o <br />�,o 0� j <br />(y), -,It <br />CO N <br />a �_) <br />ce) <br />Cl) <br />0 <br />0 0 <br />2 <br />E: 0 a 0 <br />0 < <br />Z U < <br />10 <br />U LU <br />0c) E c� <br />co <br />.2) <br />0 <br />�o ('D <br />CL -0 <br />LU LU <br />0 W <br />ow W wol­- <br />LLl �_ LU W�20 <br />Uj I-- < Q� Q�<-zo� <br />0 2 < 0 < < 0� Y <br />LL 0 0 <br />z <br />0 0 <br />< < <br />Z) <br />_j U) <br />C) >< -1 <br />Z) 0 Z LWL U_ -0 z 2 0 <br />10 <br />acp�gzoxoomzz <br />r1r LU <br />ILL. L_ <br />l__ < <br />0 <br />'0 <br />0 0 <br />0 z <br />D_ > zo LXL X < <br />0 0- 0 Z �e 0 LU Z 0 LU <br />< Lu U3 20 <br />_j <br />EL. <br />LL <br />E� <br />0 LU z < <br />0 Of < X <br />LL < 0 < <br />< <br />< <br />LL <br />C) <br />Z UJ <br />0 <br />- <br />U) 0 <br />z <br />(0 C) <br />C) M 5 <br />< U) CO I,*- <br />Lq <br />0- co _j <br />U) LL <br />< Uj < <br />z <br />0� n <br />0- 2 <br />cyj <br />T - <br />00 <br />< >- <br />< <br />z <br />Wz <br />W <br />C) <br />(0 <br />LO <br />0 <br />0`1 <br />C) <br />CD <br />" <br />CD <br />C) <br />CN <br />CD <br />N <br />0 <br />N <br />0 <br />Q <br />CD <br />- <br />0 <br />- <br />CID <br />C) <br />CD <br />I <br />i <br />z <br />LD <br />L.0 <br />W <br />C:) <br />0 <br />0 <br />0 <br />C) <br />> <br />C,� <br />vi <br />4 <br />6 <br />CT <br />CO U) <br />Z F- <br />0 4_0 <br />_f_j <br />Uj <br />< Z <br />LU <br />Z CO <br />z z <br />0 <br />CI 00 <br />LIJ - <br />U) <br />0 <br />z 5; <br />0111- <br />0 r <br />< <br />z <br />W <br />IL ry IL <br />%-0 <br />LIJ Z� 2 <br />- < <br />W <br />z: <br />(D <br />F- <br />Uj LU <br />0 0 <br />z <br />Uj <br />U) <br />F- Z) <br />2 ;E 2 <br />ZWO <br />W <br />< <br />W U_ <br />Z <br />z <br />z <br />CL <br />z <br />Ln < <br />0 <br />0 <br />co <br />S12 <br />< <br />z <br />z <br />Uj <br />W <br />U-) <br />C:) <br />> <br />LAST PLOT DATE <br />N <br />zA­j <br />0 <br />STRUCTURAL DETAILS <br />B <br />