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�i1 1 -1 1 _ 1 <br />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)45L(1)#5U <br />(0)#5L(I)#5U <br />(1)#5L(21#5U <br />DETAIL'A' <br />DETAIL'B' <br />DETAIL'C' <br />(1)#5L(1)#5U <br />DETAIL'D' <br />DETAIL'B' & 'C' <br />2'-10" <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 />314' <br />2'-7' <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 />41-6" <br />3'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />1566 <br />2859 <br />2859 <br />2772 <br />2772 <br />4'-8" <br />34" <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'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />1127 <br />2013 <br />2013 <br />2000 <br />2000 <br />5'-10" <br />4'-6" <br />PRECAST <br />(2) D4.5 `NIRE <br />2 No. 3 <br />964 <br />1636 <br />1636 <br />1712 <br />1712 <br />6'-6" <br />5-2" <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 />64" <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 />C-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 />7'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />548 <br />1001 <br />1001 <br />979 <br />988 <br />9'-4" <br />8'-W <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />467 <br />853 <br />853 <br />759 <br />843 <br />1014" <br />9'-2" <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 />10•-0" <br />PRECAST <br />(2) No.3 <br />2 No. 5 <br />355 <br />649 <br />649 <br />489 <br />649 <br />17-9' <br />10'-8" <br />PRECAST <br />(2) No.3 <br />2 No. 5 <br />329 <br />602 <br />602 <br />430 <br />602 <br />12'-6" <br />11'-7' <br />PRECAST <br />(2) No.3 <br />2 No. 5 <br />312 <br />570 <br />570 <br />391 <br />570 <br />13'-4" <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 />12'-8" <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) 7/16 strand + <br />N.R. <br />522 <br />522 <br />360 <br />499 <br />2 No.4 <br />154' <br />14'-0' <br />PRESTRESSED <br />(2) No.3 <br />(2) 7/16strand + <br />N.R. <br />473 <br />473 <br />328 <br />455 <br />2 No. <br />17'-4" <br />16'-W <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />N.R. <br />357 <br />357 <br />254 <br />352 <br />2 No. <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. S <br />20'-0" <br />19-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />256 <br />256 <br />188 <br />262 <br />2 No. S <br />N.R. <br />21'-4" <br />20'-0 <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand +2 <br />219 <br />219 <br />165 <br />229 <br />No. <br />N.R. <br />22'-0" <br />20'-g" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />203 <br />203 <br />155 <br />215 <br />2 No. <br />N.R. <br />(2) 7116 strand + <br />270- <br />27-8" <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 />;w <br />DETAIL "A' DETAIL "B" <br />•.A� . M�ti <br />DETAIL "C" DETAIL "D" <br />TYPE DESIGNATION <br />P - PLAIN LINTEL/ QUANTITY OF#5 BAR AT <br />S-SOLID LINTEL LOWER LINTEL CAVITY <br />[8x16-P-1L/1U] <br />NOMINAL WIDTH I LQUANTITY OF #5 BAR AT <br />NOMINAL HEIGHT 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 />UNTEL 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 />10)#5L(1)#5U <br />(0)#5L(1)#5U <br />(1)#SL(1;#5U <br />(1)#5L(2)#5U <br />DETAIL'H' <br />DETAIL'J' <br />(1)#5L(1)#5U <br />DETAIL'H' &'J' <br />DETAIL'K' <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 />1 10000 <br />10000 <br />4'-0' <br />2'4" <br />PRECAST <br />(21 D4.5 WIRE <br />2 No. 3 <br />9550 <br />10000 <br />10000 <br />10000 <br />4'-6" <br />3'-7' <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />7207 <br />10000 <br />9863 <br />10000 <br />4'-8" <br />3'-4" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.3 <br />6614 <br />10000 <br />9053 <br />10000 <br />54' <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 />5402 <br />5641 <br />6'-6" <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 />3206 <br />3206 <br />3063 <br />3183 <br />T-8" <br />6'-4" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />3071 <br />3071 <br />2916 <br />3049 <br />8'-0" <br />6'-8" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />2831 <br />2831 <br />2651 <br />2811 <br />8'-4" <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 />81-0" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />2153 <br />2153 <br />1881 <br />2139 <br />10'-6' <br />9'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />1777 <br />1777 <br />1448 <br />1766 <br />11'-4" <br />10'-0" <br />PRECAST <br />(2) No.3 <br />2 No.5 <br />1568 <br />1568 <br />1222 <br />1568 <br />12'-0" <br />101-8" <br />PRECAST <br />(2) No.3 <br />2 No. 5 <br />1439 <br />1439 <br />1075 <br />1439 <br />12'-6" <br />1 V-2" <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />1354 <br />1354 <br />981 <br />1354 <br />13'-4" <br />17-9' <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />1232 <br />1232 <br />849 <br />1232 <br />14'-0' <br />12'-8" <br />PRECAST <br />(2) No.3 <br />2 No. 5 <br />1149 <br />1149 <br />760 <br />1149 <br />14'-8" <br />13'-4" <br />PRESTRESSED <br />(2) No.3 <br />(2) 7116 strand + <br />1419 <br />1419 <br />850 <br />1347 <br />2 No.4 <br />15'-4" <br />14'-0" <br />PRESTRESSED <br />(2) No.3 <br />(2) 7116strand+ <br />1291 <br />1291 <br />775 <br />1270 <br />2 No.4 <br />174" <br />16-7' <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />993 <br />993 <br />600 <br />1084 <br />2 No. <br />19'-4" <br />18'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand +2 <br />1035 <br />1035 <br />478 <br />936 <br />No. <br />20'-0" <br />18' 8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand +2 <br />961 <br />961 <br />446 <br />872 <br />No. 5 <br />21' 4" <br />20'-0' <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand +2 <br />834 <br />834 <br />390 <br />763 <br />No. 5 <br />22'-0' <br />20'4' <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand +2 <br />720 <br />720 <br />366 <br />716 <br />No. S <br />(2) 7/16 strand + <br />24'-0" <br />22'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) No. 5 <br />642 <br />642 <br />306 <br />599 <br />/ 1 <br />• •i7. ' :iq. • i1. <br />.•, .. ;.� <br />DETAIL "H" DETAIL "J" DETAIL "K" <br />TYPE DESIGNATION <br />P - PLAIN LINTEL/ rQUANTITY OF #5 BAR AT <br />S - SOLID LINTEL 1 LOWER LINTEL CAVITY <br />[8x16-PI-1 L/1 U] <br />NOMINAL WIDTH j L QUANTRY OF #5 BAR AT <br />NOMINAL HEIGHT UPPER LINTEL CAVITY <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />8"xl2" 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 />UPUFT SAFE LOAD <br />PLAIN <br />SOLID <br />#5 (1) U (0) L <br />SOUD <br />#5 (1) U (0) L <br /># 1 I L <br />SOLID <br />#5 (2) U (1) L <br />DETAIL'DE' <br />DETAIL'DF' <br />DETAIL'DE' &'DF <br />DETAIL'DG' <br />3'-8" <br />2'-4" <br />7-9' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />3764 <br />6455 <br />5637 <br />5637 <br />4'-0" <br />7-8" <br />2'-4" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />2970 <br />4965 <br />4401 <br />4401 <br />4'-7' <br />7-10" <br />2'-6" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />2654 <br />4449 <br />3965 <br />3965 <br />4'4' <br />3-0" <br />7-6" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />2400 <br />4030 <br />3607 <br />3607 <br />4'-8" <br />a-4" <br />3-0" <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'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />1193 <br />2290 <br />2085 <br />2085 <br />5-4" <br />54" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.4 <br />1764 <br />1763 <br />1578 <br />1578 <br />T 8" <br />6'-4" <br />6'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />1409 <br />1409 <br />1188 <br />1267 <br />9' 8" <br />8'-4" <br />a-0" <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 LIMEU QUANTITY OF #5 BAR AT <br />S-SOLIDLINTEL -1 r1-WER1INTFLCAVIT1 <br />[8x16-P-1 L/1 U] <br />NOMINALWIDTH j LQUANTRYOF#5BAR <br />NOMINAL HEIGHT UPPER LINTEL CAVITY <br />DETAIL "DE" DETAIL "DF" 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 />11)#SL (1)#5U <br />(0)#5L (1)#5U <br />(l)#5L (2)#5U <br />(1)#SL(1J#SU <br />DETAIL'E' <br />DETAIL'F' <br />DETAIL'E' &'F' <br />DETAIL'G' <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 />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'-6" <br />3-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.3 <br />5104 <br />5671 <br />6345 <br />6345 <br />4'-6' <br />3'-4" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />4683 <br />5137 <br />5717 <br />5717 <br />514" <br />4'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />2 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 />5'-71 <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />2560 <br />2560 <br />2723 <br />2723 <br />7-6" <br />6'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.4 <br />1992 <br />1992 <br />2112 <br />2112 <br />7'-8" <br />64' <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />1921 <br />1921 <br />2035 <br />2035 <br />8'-0' <br />6-8" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />1792 <br />1792 <br />1862 <br />1897 <br />8'4' <br />7-0" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />1679 <br />1679 <br />1699 <br />1776 <br />9'-4" <br />8'-0' <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.4 <br />1411 <br />1411 <br />1319 <br />1489 <br />10'-6' <br />9'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />1186 <br />1186 <br />1014 <br />1251 <br />1 V-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 />(2) No.3 <br />(21 No. 5 <br />992 <br />992 <br />751 <br />1035 <br />12'-6" <br />11'-2 <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />937 <br />937 <br />685 <br />978 <br />13'-4" <br />12'-0' <br />PRECAST <br />(2) No.3 <br />2 No.5 <br />859 <br />859 <br />591 <br />896 <br />14'4Y' <br />17-8" <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 />154" <br />14'-0' <br />PRESTRESSED <br />(2) No.3 <br />(2) 7116 strand + <br />1095 <br />1095 <br />551 <br />887 <br />2 No. <br />17'-4" <br />16'4r <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />836 <br />836 <br />426 <br />763 <br />2 No. <br />174' <br />18'4y" <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) 7116 strand +2 <br />607 <br />607 <br />317 <br />601 <br />No. 5 <br />21'-4" <br />20'-0' <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />524 <br />524 <br />277 <br />526 <br />2 No.5 <br />22'-0' <br />20'-8 <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand +2 <br />488 <br />488 <br />260 <br />493 <br />No 5 <br />(2) 7116 strand +(2) <br />24'-0' <br />22' 8" <br />PRESTRESSED <br />l2 1 No. 3 <br />No. 5 <br />399 <br />399 <br />217 <br />412 <br />TYPE DESIGNATION <br />P: PLAIN LINTEL/ QUANTITY OF #5 BAR AT <br />S-SOLID LINTEL LOWER LINTEL CAVITY <br />[8x1I6-P-1 L/1IU] <br />NOMINALWIDTH H `QUANTI(Y OF#5 BAR AT <br />NOMINAL HEIGHT UPPER LINTEL CAVITY <br />DETAIL "E" DETAIL "F" DETAIL "G" <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'L' <br />DETAIL'M' <br />(1)#5L(1)#5U <br />DETAIL'N' <br />DETAIL'L' &'M' <br />7-10" <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 />15M <br />4'-0' <br />2'-8" <br />PRECAST <br />(21 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 />5'-4" <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 />1 4'-6" <br />PRECAST <br />12) D4.5 WIRE <br />2 No. 3 <br />5095 <br />8995 <br />7007 <br />9811 <br />6-6" <br />5'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.4 <br />6871 <br />1 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 />6'-4" <br />PRECAST <br />12) D4.5 WIRE <br />2 No.4 <br />4456 <br />4456 <br />3785 <br />4427 <br />81-0" <br />6'-8" <br />PRECAST <br />(2) D4,5 WIRE <br />2 No.4 <br />4047 <br />4047 <br />3443 <br />4021 <br />&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 />8'-0' <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.4 <br />2954 <br />2954 <br />2445 <br />2937 <br />10'4' <br />9'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />2384 <br />2384 <br />1884 <br />2371 <br />1 V-4" <br />10'-0' <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />2082 <br />2082 <br />1590 <br />2082 <br />17-9' <br />101-8" <br />PRECAST <br />(2) No.3 <br />2 No.5 <br />1895 <br />1895 <br />1401 <br />1895 <br />12'-6" <br />11'-2' <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />1775 <br />1775 <br />1279 <br />1775 <br />13'-4" <br />12'-0" <br />PRECAST <br />(2) No.3 <br />2 No.5 <br />1605 <br />1605 <br />1107 <br />1605 <br />14'-0" <br />12'-8" <br />PRECAST <br />(2) No. 3 <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) 7116 strand + <br />1948 <br />1948 <br />1093 <br />1591 <br />2 No. <br />15-4" <br />14'-U. <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />1774 <br />1774 <br />996 <br />1494 <br />2 No. <br />17'4' <br />16-0" <br />PRESTRESSED <br />12) No. 3 <br />(2) 7116 strand + <br />1368 <br />1368 <br />771 <br />1264 <br />2 No.4 <br />19'-4" <br />18'-0" <br />PRESTRESSED <br />2 N3 <br />() o. <br />(2) 7116 strand + <br />1084 <br />1084 <br />615 <br />1095 <br />2 No.5 <br />(2) 7116 strand + <br />20'-0' <br />18'-8" <br />PRESTRESSED <br />(2) No. 3 <br />1008 <br />1008 <br />573 <br />1048 <br />2 No.5 <br />21'-4" <br />20'-0' <br />PRESTRESSED <br />l2 l No. 3 <br />(2) 7116 strand +2 <br />877 <br />877 <br />501 <br />966 <br />No. <br />22'-0' <br />20'-8" <br />PRESTRESSED <br />2 No. 3 <br />() <br />(2) 7116 strand + <br />850 <br />850 <br />471 <br />923 <br />2 No. <br />(2) 7116 strand + <br />-T <br />24'-0" <br />22'-8" <br />PRESTRESSED <br />12) No. <br />(2) No. 5 <br />740 <br />740 <br />393 <br />772 <br />Ygiy1 <br />`�i� <br />;1 <br />DETAIL "L" <br />DETAIL "M" <br />DETAIL "N" <br />TYPE DESIGNATION <br />P - PLAIN LINTEL/ r QUANTITY OF #5 BAR AT <br />5-SOLID LNTEL I LOWER LINTEL CAVITY <br />[8x16-P-1 L/1 U] <br />NOMINAL WIDTH j LQUANTITY OF #5 BAR <br />NOMINAL HEIGHT UPPER LINTEL CAVITY <br />GENERAL NOTES: <br />1.) CODES <br />1.1 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, FL 33567-4556 <br />(813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 <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 REINFORCEMENT-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 />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 />3000 PSI GROUT <br />(PLACED IN FIELD) <br />- 2" � 2" <br />m M <br />co <br />N M <br />r N <br />M <br />11/" 111 <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 4'-0" cc <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 RECESS LINTEL SECTION <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 7TH EDITION (2020), RESIDENTIAL SECTION <br />R606.14 OR FLORIDA BUILDING CODE 7TH EDITION (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 />PRECAST CONCRETE <br />3000 PSI GROUT <br />(PLACED IN FIELD <br />2" 2" <br />7 5/8" <br />TOP LEG BARS: <br />(SEE SCHEDULE) <br />- (1) #5 CONTINUOUS REQ'D. <br />CH <br />PER STRUCTURAL PLAN <br />7/37' STIRRUPS AT 4'-0" cc <br />(TIED OR WELDED) <br />BOTTOM BARS <br />SEE SCHEDULE <br />H <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 />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 />UPLIFT <br />LENGTH <br />SPAN <br />WIRE / BAR <br />BOTTOM BAR <br />CAPACITY <br />CAPACITY <br />CAPACITY <br />CAPACITY <br />(0)#5L (I)#5U <br />(1)#5L (1)#5U <br />(0)#5L (1)#5U <br />(1)#5L (2)#5U <br />(1)#4L(1)#5U <br />DETAIL'O' <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'-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'-8" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />10000 <br />10000 <br />10000 <br />10000 <br />4'-6" <br />3'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />10000 <br />10000 <br />10000 <br />10000 <br />41-8" <br />3'4' <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.3 <br />10000 <br />10000 <br />10000 <br />10000 <br />5'-4" <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 />2 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 />69M <br />7'-8" <br />6'4' <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />5967 <br />6199 <br />4657 <br />6477 <br />6-8" <br />PRECAST <br />(2) D4.5 WIRE <br />2 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 />9'-4" <br />8'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />3865 <br />3838 <br />3010 <br />3973 <br />10'-6" <br />9'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />2984 <br />3021 <br />2320 <br />3118 <br />11'-4" <br />19-91 <br />PRECAST <br />(2) No.3 <br />2 No. 5 <br />2699 <br />2699 <br />1959 <br />2699 <br />17-0" <br />101-8" <br />PRECAST <br />(2) No.3 <br />2 No. 5 <br />2436 <br />2436 <br />1727 <br />2436 <br />12'-6' <br />11'-2" <br />PRECAST <br />(2) No.3 <br />2 No. 5 <br />2269 <br />2269 <br />1577 <br />2269 <br />13'4' <br />12'-0" <br />PRECAST <br />(2) No• 3 <br />2 No. 5 <br />2034 <br />2034 <br />1366 <br />2034 <br />14'-0' <br />17-8" <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) 7116 strand + <br />2413 <br />2413 <br />1338 <br />1974 <br />2 No. <br />15'-4" <br />14'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand +2 <br />2199 <br />2199 <br />1219 <br />1846 <br />No. <br />1T-4" <br />16'-0" <br />PRESTRESSED <br />2 <br />1) No. 3 <br />(2) 7116 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) 7116 strand + <br />1348 <br />1348 <br />753 <br />1330 <br />2 No. <br />20'-0" <br />18' B" <br />PRESTRESSED <br />l2 l No. 3 <br />(2) 7116 strand +2 <br />1254 <br />1254 <br />702 <br />1271 <br />No. 5 <br />21'-4" <br />20'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />1092 <br />1092 <br />614 <br />1167 <br />2 No.5 <br />22'-0' <br />20' 8" <br />PRESTRESSED <br />2 No. 3 <br />(1 <br />(2) 7116 strand + <br />1023 <br />1023 <br />576 <br />1121 <br />2 No. 5 <br />(2) 7116 strand + <br />24'-0" <br />22'-B" <br />PRESTRESSED <br />(2) No. 3 <br />(2) No. 5 <br />898 <br />898 <br />481 <br />947 <br />1 <br />e•�t <br />e•�7 <br />r�v1 <br />A#q� <br />:•�tY1 <br />CA451 <br />DETAIL "O" <br />DETAIL <br />"P" <br />DETAIL IW <br />CHARTS FROM QUALITY PRECAST COMPANY <br />COMMERCIAL CONCRETE PRODUCTS, INC. <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />81Ixl 6" RECESS DOOR HEADER <br />TOTAL <br />LENGTH <br />CLEAR <br />SPAN <br />DOOR <br />SIZE <br />LINTEL TYPE <br />LINTELSTEEL 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)LL <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 />2'4" <br />7-0" <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 />74' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />4511 <br />10000 <br />9686 <br />10000 <br />4'-7' <br />7-10" <br />2'-6" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />4032 <br />10000 <br />8687 <br />9503 <br />4'4" <br />3'-g' <br />7-8" <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 />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 />51-C" <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 />2111 <br />r--8" <br />8'-V <br />8'-0' <br />PRECAST <br />1 (2) D4.5 WIRE <br />(2) No.4 <br />1563 <br />1563 <br />1113 <br />1455 <br />t: x <br />DETAIL "DH" DETAIL "DJ" DETAIL "DK" <br />TYPE DESIGNATION <br />P - PLAIN LINTEL/ r QUANTITY OF #5 BAR AT <br />S-SOLIDLINTEL 1 LOWERUNTELCAVRY <br />[8x1 I6-P-1 L/ 1 U] <br />NOMINALWIDTH J LQUANTITYOF#SBAR <br />NOMINAL HEIGHT UPPER LINTEL CAVTTY <br />TYPE DESIGNATION <br />P - PLAIN LNTEU r QUANTITY OF #5 BAR AT <br />S - SOLID LINTEL I LOWER LINTEL CAVITY <br />[8x16-P-1 L/1 U] <br />NOMINAL WIDTH+ILQUANT1Y OF 15 BAR <br />NOMINAL HEIGHT UPPER LINTEL CAVITY <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />81Ix201' 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)LL <br />SOLID <br />#5(2)U(1)L <br />DETAIL'DL' <br />DETAIL'DM' <br />DETAIL'DL' &'DM' <br />DETAIL'DN' <br />3'-8" <br />2'-4" <br />7-a' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />7665 <br />10000 <br />10000 <br />10000 <br />4'-0" <br />2'-B" <br />7-4" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />6054 <br />10000 <br />8442 <br />10000 <br />4'-7' <br />2'-10" <br />7-6" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />5413 <br />10000 <br />7552 <br />10000 <br />4'-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 />]DODO <br />5613 <br />10000 <br />5-8" <br />N-C <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'-4" <br />5-0" <br />PRECAST <br />(2) D4:5 WIRE <br />(2) No.4 <br />4569 <br />4569 <br />2302 <br />4235 <br />7-8" <br />64" <br />6-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />3338 <br />3338 <br />1640 <br />1 3122 <br />9' 8" <br />8'4" <br />8'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />2158 <br />2158 <br />936 <br />2036 <br />DETAIL "DL" DETAIL "DM" DETAIL "DN" <br />TYPE DESIGNATION <br />Y I'I AIN INI•I rl�i WCR lIwE L LINII 111 NAP Ai <br />S III ;I] LINTEL I LOIrI CA:IlY <br />[8x16-P-IL/IU] <br />TL' I.L- W11 J1 LSIIlJ N L !F :, <br />VI V4NPI �T ii iHl I LI`.11. t <br />DH <br />DB <br />UNIT '1450' - 1ST FLOOR PLAN ELEV B <br />1 /811 = 1 '-! 11 <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />8"x8TI RECESS DOOR HEADER <br />TOTAL <br />LENGTH <br />CLEAR <br />SPAN <br />DOOR <br />SIZE <br />LINTEL TYPE <br />LINTEL STEEL TOP <br />WIRE / BAn <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(1)U(1)L <br />SOLID <br />#61)U(0)LL <br />SOLID <br />#5(2)U(1)L <br />DETAIL'DA' <br />DETAIL'DB' <br />DETAIL 'DC' <br />DETAIL'DB' &'DC' <br />DETAIL'DD' <br />3'-8" <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 />7-8" <br />2'-4" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />1597 <br />1801 <br />1801 <br />1483 <br />1483 <br />4'-7' <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 />3'-0' <br />2'-8" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />1367 <br />1553 <br />1553 <br />1284 <br />1284 <br />4'-" <br />3'-e <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 />5'4r <br />4'-4" <br />4'-0' <br />PRECAST <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 />5-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.4 <br />662 <br />816 <br />816 <br />650 <br />654 <br />7'-W <br />6'-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 />7-8" <br />8'-4" <br />1 8'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />1 396 <br />489 <br />1 489 <br />1 261 <br />1 393 <br />U'-iiio; -4 1 7.0; .4 1 4�­ Al <br />' u <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 />UPUFT 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)LL <br />SOLID <br />#5(2)U(1)L <br />DETAIL'DO' <br />DETAIL'DP' <br />DETAIL'DO' &'DP' <br />DETAIL'DQ' <br />3'-8" <br />2'-4" <br />7-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />9620 <br />10000 <br />10000 <br />10000 <br />4'-0" <br />2-8" <br />7 4" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />7599 <br />10000 <br />10000 <br />10000 <br />4'-2" <br />7-10" <br />7-6" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />6796 <br />10000 <br />9505 <br />10000 <br />41" <br />3'-0" <br />7-8" <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 />3-G, <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />5044 <br />10000 <br />7066 <br />10000 <br />5-8" <br />4'-4" <br />4'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />3077 <br />10000 <br />4325 <br />10000 <br />6'-8" <br />5'-4" <br />6-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.4 <br />3765 <br />7387 <br />2901 <br />6831 <br />7-8" <br />6'-N' <br />6'4" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.4 <br />2693 <br />4979 <br />2069 <br />4671 <br />7-8" <br />8'-4" <br />8'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.4 <br />15521 <br />2996 <br />1183 <br />28" <br />TYPE DESIGNATION <br />S' PI IN LINT' / UUNTI T' OF B5 B1R Al <br />- SD-m Li,TEL LOVER LINTEL CAVITY <br />[8ft-P-VIU] <br />VTININAI vi'1 yj LUUANIIi` IV a` lA. AI <br />NUMINPL IILIL I I"PFR TNIFI CAVITY <br />TYPE DESIGNATION <br />P - PLAIN LINTEL/ r QUANTITY OF #5 BAR AT <br />S -SOLID LINTEL I LOWER LINTEL CAVITY <br />[8x1 j <br />6L/1U] <br />NOMINALWIDTHrIL QUANTITY OF #5 BAR AT <br />NOMINAL HEIGHT UPPER 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"W <br />SOLID <br />2'-10" <br />Precast <br />2082 <br />9235 <br />3'-b" <br />Precast <br />1325 <br />4624 <br />4'-0" <br />Precast <br />1041 <br />3358 <br />4'-6" <br />Precast <br />858 <br />2635 <br />4 8 <br />Precast <br />810 <br />2459 <br />64" <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 />Precast <br />392 <br />1100 <br />8'-0" <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 />19-6" <br />Precast <br />156 <br />600 <br />11'4" <br />Precast <br />132 <br />651 <br />12'-W <br />Precast <br />111 <br />593 <br />12'4' <br />Precast <br />98 <br />544 <br />13'-4" <br />Precast <br />82 <br />475 <br />14'-0" <br />Precast <br />71 <br />429 <br />14-8" <br />Prestressed <br />N.R. <br />417 <br />15'4' <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'-0" <br />Prestressed <br />N.R. <br />167 <br />21'-4" <br />Prestressed <br />N.R. <br />138 <br />22'-0' <br />Prestressed <br />N.R. <br />127 <br />24'4r <br />Prestressed <br />N.R. <br />100 <br />N.K. = M? ecommended <br />R/\" AEG 2 6 202ZSSIli 1C• vlaTUAL aEv.rW ' <br />Virtual Review ASS' rued <br />P ns Re`liew co1r� .�12o FBC 7th <br />1a ith the 1 <br />for comp►ianc2 w Anne Klahr PX2300 <br />edition by nehr`' <br />N <br />N <br />O <br />N <br />LO <br />rf � •�� <br />\ <br />LO <br />LO <br />I <br />' <br />' <br />T <br />ti <br />?s <br />1 <br />p -.,- <br />Z <br />LLJW <br />O <br />W <br />cr' <br />0 <br />Z <br />Q <br />OE <br />F, D <br />(Y) CN <br />7 <br />co <br />f7' <br />/�� i L <br />Y/ Z) 0 u <br />O <br />go-LL o <br />TSB o� O o Q <br />•f/;I/�i <br />u W Q� <br />of <br />W <br />L p �? <br />d 0 N <br />-o <br />I- a <br />V,. <br />U' W <br />W <br />W P W J w 2� 0 <br />H Wf Lr Z w Z <br />Q <br />��2��O�w '()000 <br />Q Q U <br />�- <br />moo ZLLLL0z2°o1-aa <br />CY COU)w <br />JO <br />� <br />U) 0 Z <br />wozoxoomzz <br />w W- w-X <br />m CD W w vJ <br />QoW°w�u5ZWWOW��IL <br />o oQZa <br />Oa 0 <br />ILL t- a LL <br />C) <br />Z w <br />o� <br />z <br />C)�MO <br />Q�(Ml0 <br />IT <br />G vJ - <br />FNN-�a_M <br />L.I. 00 <br />ZU� <br />w <br />w� <br />JQ <br />0 <br />J <br />I <br />) <br />[ <br />) <br />) <br />1 <br />I <br />) <br />) <br />1 <br />I <br />O <br />O <br />O <br />� <br />0 <br />N"" <br />0 <br />0 <br />N <br />- <br />M <br />� <br />CD <br />C <br />\ <br />t <br />C) <br />1 <br />1 <br />1 <br />z <br />0 <br />NO <br />O <br />O <br />1 <br />I <br />1 <br />I <br />I <br />1 <br />I <br />'rA ' <br />w <br />r• <br />N <br />M <br />i <br />1 <br />M <br />}F <br />ZZ <br />w <br />W <br />C)Z <br />CD <br />O <br />W <br />U <br />_ <br />WOO <br />UUU5 <br />0 <br />DZj <br />0 <br />O <br />Z <br />I- <br />a~< <br />= <br />W Q <br />m~w <br />H <br />TI <br />ZOM <br />W <br />a <br /><sD <br />. N <br />QZwo <br />Z <br />U <br />�LL <br />LL <br />Z <br />aZ <br />• • <br />T <br />H <br />OU O <br />EL <br />ML <br />W <br />z <br />Q' <br />W <br />W <br />J <br />CDo <br />0 <br />LAST PLOT DATE <br />CNI <br />O <br />z 0 <br />STRUCTURAL DETAILS <br />'= <br />ELEV. B (LEFT) <br />