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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 />[O)#5L (1)#5U <br />(1)#5L (I)#5U <br />[O)#5L (1)#5U <br />(1)#5L (2)#5U <br />DETAILA' <br />DETAIL'B' <br />DETAIL'C' <br />(1)#5L (])#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 />3-4- <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'-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 />3-4" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />1453 <br />2654 <br />2654 <br />2574 <br />2574 <br />54" <br />4'-01- <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 WIRE <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 />1 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 />1 1167 <br />1167 <br />1152 <br />1152 <br />714" <br />6-4' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />619 <br />1 1130 <br />1130 <br />1115 <br />1115 <br />81-01, <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 />7-0-1 <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'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />467 <br />853 <br />853 <br />759 <br />843 <br />10'-6" <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 />1 V-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 />12-0" <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 />1 V-2" <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />312 <br />1 570 <br />570 <br />391 <br />570 <br />13'-4" <br />12'-0" <br />PRECAST <br />(2) No. 3 <br />(21 No. 5 <br />287 <br />1 525 <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) 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) 7116 strand + <br />N.R. <br />473 <br />473 <br />328 <br />455 <br />(2) No. 4 <br />174' <br />16-10" <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 />1 B'-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'-4" <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'-0" <br />20'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />203 <br />203 <br />155 <br />215 <br />(2) No. 5 <br />1 <br />N.R. <br />(2) 7116 strand + <br />24'-0" <br />22'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) No. 5 <br />N.R. I <br />I t,4 <br />164 <br />124 <br />179 <br />N.R.- NOT RECOMMENDED <br />DETAIL "A" DETAIL "B" <br />DETAIL "C" DETAIL I'D" <br />TYPE DESIGNATION <br />P - PLAIN LINTEL/ -1 QUANTITY OF #5 BAR AT <br />S - SOL D NTEL r L.-El LINTEL A11Y <br />[8xl 6-P-1 L/I J] <br />NOMINAL VVIDT'j j LQUA TITYOF#58ARAT <br />NOMINAL HEIGHT UPPER LINTEL CAVITY I <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 I BAR <br />BOTTOM BAR <br />CAPACITY <br />CAPACITY <br />CAPACITY <br />CAPACITY <br />(0)#5L (])#5U <br />(I)#5L (1)#5U <br />(0)#5L (1)#5U <br />I I #5L (2) #5U <br />(1)#5L fl)#5U <br />DETAILW <br />DETACY <br />DETAlL'H'&7 <br />DETAILK <br />2'- 10" <br />l'-6" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />10000 <br />10000 <br />10000 <br />10000 <br />3-4- <br />2-2" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />10000 <br />10000 <br />10000 <br />10000 <br />41�Opl <br />2'-8" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />9550 <br />10000 <br />10000 <br />10000 <br />4'-6" <br />3�-2" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />7207 <br />10000 <br />9863 <br />10000 <br />4--8" <br />34' <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 />614' <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 />7'-8" <br />64' <br />PRECAST <br />(2) 54.5 WIRE <br />(2) No. 4 <br />3071 <br />3071 <br />2916 <br />3049 <br />Bi�O" <br />6-8" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />2831 <br />2831 <br />2651 <br />2311 <br />81-4" <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 />8'-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 />101-01, <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />1568 <br />1568 <br />1222 <br />1568 <br />121�011 <br />101-81, <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 />1134" <br />12'-0" <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) �'o. 5 <br />1149 <br />1149 <br />760 <br />1149 <br />141-8.� <br />13'-4" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />1419 <br />1419 <br />850 <br />1347 <br />J2) No. 4 <br />154" <br />14'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />1291 <br />1291 <br />775 <br />1270 <br />(2) No. 4 <br />17'-4" <br />16-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />993 <br />993 <br />600 <br />1084 <br />(2) No, 4 <br />19-4- <br />181-01, <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 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 l'-4" <br />20'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />834 <br />834 <br />390 <br />763 <br />(2) No. 5 <br />22'-0" <br />20'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />720 <br />720 <br />366 <br />716 <br />(2) No. 5 <br />(2) 7/16 strand + <br />24'-0" <br />1 <br />22'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) No. 5 <br />642 <br />642 <br />306 <br />1 <br />599 <br />m <br />DETAIL' D I <br />TYPE DESIGNATION <br />P - PLAIN LINTEL/ -1 <br />QUANTITY Of #5 BAR AT <br />5 - SOLID LINTEL <br />r LOWER LINTEL CAVITY <br />[8xl 6-P-1 L/1 J] <br />NOMINALWIDTH j j <br />LIQLA1111Y.1 11 BAR <br />NOMINAL HEIGHT <br />UPPER LINTEL CAVITY <br />CHARTS FROM QUALITY PRECAST COMPANY <br />COMMERCIAL CONCRETE PRODUCTS, INC <br />L <br />GRAVITY & UPLIFT SAFr- LOADS (PLF) <br />8"x`12" 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 />B070M 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 (0) L <br />#5 111 U (1) L <br />SOLID <br />#5 (2) U (I� L <br />DETAl' DE <br />DETAIL'DF' <br />DETAIL'DE' &'DF' <br />DETAIL <br />3'-8" <br />2-4" <br />2-0" <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 />4-2" <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 />4-4" <br />3-0" <br />2-8" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />2400 <br />4030 <br />3607 <br />3607 <br />4' _BT1 <br />3'4" <br />3'-0" <br />PRECAST <br />�2) D4.5 WIRE <br />(2) No. 3 <br />1966 <br />3390 <br />3053 <br />3053 <br />51-81, <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 />6-8" <br />54" <br />5-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />1764 <br />1763 <br />1578 <br />1578 <br />7 <br />6-4 <br />6-0" <br />PRECAST <br />�2) D4.5 WIRE <br />(2) No. 4 <br />1409 <br />1409 <br />11 M <br />1267 <br />9--S" <br />8'-4" <br />8'-011 <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/ -1 QUANTITY OF 5 BAR AT <br />S-SOUDLINTEL FL.-EIIIIIELCAIIITY <br />[8x16-P-1L/1Uj <br />NOMINAIWI�T��J LQLANTITYCIIIIAI <br />NO., ALP UPPER LINTEL CAVITY <br />DETAIL "DF" <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 (])#5U <br />(1)#5L (1)#5U <br />(I)#5L (2)#5U <br />(I)#5L (1)4A5U <br />DETAIL'E' <br />DETAIL'F' <br />DETAIL'E' &'F' <br />DETAIL'G' <br />2'-id, <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'-B" <br />3'-4!' <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 />(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 />1 3088 <br />3369 <br />3369 <br />6�4' <br />64" <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 />6'4' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />1921 <br />1921 <br />2035 <br />2035 <br />8.-Ol. <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 />9141 <br />80.Ori <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 />111' 4" <br />101-01, <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />1074 <br />1074 <br />854 <br />1121 <br />12'-0" <br />101-81, <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />992 <br />992 <br />751 <br />1035 <br />12'-6" <br />11'-2 r, <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'-0" <br />12'-8" <br />PRECAST <br />(2) No. 3 <br />[2) No. 5 <br />804 <br />804 <br />529 <br />838 <br />14'-8" <br />134' <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. 4 <br />17 <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 />1 gr -4" <br />18r_o,, <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strond + <br />655 <br />655 <br />340 <br />645 <br />(2) No. 5 <br />20'-0" <br />181-81, <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 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 />(2) 7116 strand + <br />524 <br />524 <br />277 <br />526 <br />(2) No. 5 <br />20-4' <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />488 <br />488 <br />260 <br />493 <br />(2) No. 5 <br />(2) 7116 strand + <br />22'-8" <br />PRESTRESSED <br />(2) No. 3 <br />1 (2) No. 5 <br />399 <br />1 <br />399 <br />1 <br />217 <br />412 <br />1 1 <br />M m <br />DETAIL "E" DETAIL 'IF" DETAIL "G" <br />TYPE DESIGNATION <br />P : PLAINLL:NTELL/ -1 F111ANTITIOF111AIRAT <br />I SOLD NY LOWER LINTEL CAVITY <br />[8xl 6-P-1 L/ I J] <br />NOWNALWIDTIJ j L QUA TITI .1 �I BAR IT <br />NOMINAL HEIGHT , PPER LINTEL CAVITY I <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 (])#5U <br />(I)#5L (1)#5U <br />(0)#5L (])#5U <br />(1)#5L (2)#5U <br />DETAIL'L' <br />DETAIL'M' <br />(1)#5L (1)#5U <br />DETAIL I N <br />DETAIL'L' &'M' <br />2'- 10" <br />1'4' <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 />41�0" <br />2'-8" <br />PRECAST_ <br />(2) D4.5 WIRE <br />(2) No. 3 <br />10000 <br />10000 <br />1 OODO <br />10000 <br />4'-6" <br />3-2" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />9313 <br />10000 <br />10000 <br />10000 <br />*�811 <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 />4-4" <br />PRECAST <br />(2) 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 />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 />3Q76 <br />4661 <br />7'-B" <br />6'-4" <br />PRECAST <br />t2) D4.5 WIRE <br />(2) No. 4 <br />4456 <br />4456 <br />3785 <br />4427 <br />&�Ori <br />61�811 <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />4047 <br />4047 <br />3443 <br />4021 <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 />8.-0.1 <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 />1 V-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 />101-81, <br />P RECAST <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) 7/16 strand + <br />1948 <br />1948 <br />1093 <br />1591 <br />(2) No. 4 <br />(2) 7116 strand + <br />15'-4" <br />14'-0" <br />PRESTRESSED <br />(2) No. 3 <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 />(2) 7/16 strand + <br />19'-4" <br />181-01, <br />PRESTRESSED <br />(2) No.3 <br />1084 <br />1094 <br />615 <br />1095 <br />(2) No. 5 <br />20'-0" <br />18'-8" <br />PRESTRESSED <br />(2) No.3 <br />(2) 7116 Strand + <br />1008 <br />1008 <br />573 <br />1048 <br />(2) No. 5 <br />(2) 7/16 strand + <br />21'-4" <br />20'-0" <br />PRESTRESSED <br />(2) No.3 <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 T <br />850 <br />471 <br />923 <br />1 <br />�2) No. 5 <br />(2) 7/16 strand + <br />24'-0" <br />22'-8" <br />I <br />PRESTRESSED <br />1 <br />(2) No.3 <br />1 <br />(2) No. 5 <br />7.4n <br />74n <br />DETAIL "L" <br />DETAIL I'M" <br />DETAIL 'IN" <br />TYPE DESIGNATION <br />P -PLAIN LINTEL/ QUANTITY OF #5 BAR AT <br />S - SOLID LINTEL -1 r L.-Il LINTEL CAVITY <br />[8xl 6-P-1 L/1 U] <br />NOMINAL WI1T'j j L QUANTITY 01 #1 BAR AT <br />NOMINAL HEIGHT UPPER LINTEL CAVITY I <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />8"16" 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 />10711M BAR <br />GRAVITY SAFE LOAD <br />UPLIFT SAFE LOAD <br />LID <br />#5 (1) U (0) L <br />SOLID <br />#5 (1) U (1) L <br />SOLID <br />#5 (1) U (0) L <br />#5 11) U 11) L <br />SOLID <br />#5 �2) U fl) L <br />DETAIL'DH' <br />DETAIL'DS <br />DETAIL'DH'&'-DJ' <br />DETAILYDK' <br />3'-S" <br />1 2'4" <br />2-0" <br />1 PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />5713 <br />10000 <br />10000 <br />10000 <br />41-0" <br />2'-8" <br />24" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />4511 <br />10000 <br />9686 <br />10000 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 />4-41 <br />3�-O-' <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 />44" <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 />54" <br />51-01, <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />2976 <br />2976 <br />2676 <br />2737 <br />7-8" <br />64' <br />6-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />2292 <br />2292 <br />1918 <br />2121 <br />9'-8" <br />8'-4" <br />8'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />1563 <br />1563 <br />1113 <br />1455 <br />DETAIL "DI <br />Y' <br />DETAIL "DK" <br />TYPE DESIGNATION <br />P - PLAIN LINTELI QUAr4fiTYOF#S8AR T <br />S-SCLIDLINTEL -1 r1.-111I1T11CA1IT1 <br />[8x I 6-P- I L/I J1 <br />NOMINALWIDTHJ LGIAINTrry OF III BAR AT <br />NOMINAL— - 11 UPPER LINTEL CAVITY <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, FL 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-CASTW/PRESTRESS REINFORCEMENT-6000 PSI <br />2.1.3 GROUT PER ASTCM C476 - 3000psi W1 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 />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 (2020, 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 />LO Lo <br />r- LID -Y4 <br />1 P11 ILI <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. M N. BEARING REQUIRED ,T 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 FIE,D <br />2" 2" <br />7 <br />Eo <br />Cl) <br />m <br />CID <br />co <br />7 5/8" <br />TOP LEG BARS: <br />(SEE SCHEDULE) <br />- (1) #5 CONTINUOUS REQ'D <br />PER STRUCTURAL PLAN <br />7/37'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 />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 (1)#5U <br />(1)#5L (])#5U <br />(0)#5L( )#5U <br />(I)#5L (2)#5U <br />DETAIL'O' <br />DETAIL'P' <br />(I)#4L (�)#51LJ <br />DETAIL'Q' <br />DETAIL'O'&'P' <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 />2'-2' <br />PRECAST <br />(2) D4.5 WIRE <br />f2) No. 3 <br />10000 <br />10000 <br />10000 <br />10000 <br />4�-O" <br />2'-6-- <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 />10000 <br />10000 <br />10000 <br />10000 <br />N3'-6" <br />4'-8" <br />3'-4" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />10000 <br />10000 <br />10000 <br />10000 <br />54" <br />4--0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />7681 <br />10000 <br />10000 <br />10000 <br />]O" <br />5- <br />W-6" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />6251 <br />10000 <br />8615 <br />10000 <br />6-4- <br />1 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) 74.5 WIRE <br />(2) No. 4 <br />6266 <br />6603 <br />4891 <br />6909 <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 />81-01, <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 />81-0.1 <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 />1141 <br />1 Oi�O" <br />PRECAST <br />(2) No.3 <br />�2) No. 5 <br />2699 <br />2699 <br />1959 <br />2699 <br />12'-0" <br />10'-8" <br />PRECAST <br />(2) No.3 <br />(2) No. 5 <br />2436 <br />2436 <br />1727 <br />2436 <br />12-4- <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 />12) 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 />134" <br />PRESTRESSED <br />(2) No.3 <br />(2) 7116 strand + <br />2413 <br />2413 <br />1338 <br />1974 <br />(2) No. 4 <br />15-4" <br />14'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />2199 <br />2199 <br />1219 <br />1846 <br />(2) No. 4 <br />17'-4" <br />1 C-O" <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 />181-01, <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 />2 V-4" <br />20'-0" <br />PRESTRESSED <br />(2) No.3 <br />(2) 7/16 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 />(2) 7116 strand + <br />1023 <br />1023 <br />576 <br />1121 <br />(2) No. 5 <br />(2) 7116 strand + <br />r2TO <br />22'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) No. 5 <br />898 <br />898 <br />481 <br />947 <br />f <br />r Z ii.,11; <br />TYPE DESIGNATION <br />it 2 P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT <br />5 - SOLID LINTEL LOWER UNTIL A111 <br />4 <br />[8xl 6-P- I L/ I J1 <br />NOMINAL WIDTH L QUANTITY OF #5 BAR AT <br />NOMINAL HEIGHT UPPER LINTEL CAVITY <br />'0" DETAIL <br />"R <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 (1) U f0) L <br />#5 (1) U (I L <br />SOLID <br />#5 (2) U (1) <br />DETAIL'DL' <br />DETAIL'DM' <br />DETAIL'DL'&'DM' <br />DETAIL'DN' <br />3,41 <br />2'-4" <br />2'-D" <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 />2'-4" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />6054 <br />10000 <br />8442 <br />10000 <br />4'-2'' <br />2'-] 0" <br />2'-6" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />5413 <br />10000 <br />7552 <br />10000 <br />4'4' <br />31-01, <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 />10000 <br />6-8" <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 />54" <br />5-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />4569 <br />4569 <br />2302 <br />4235 <br />71-81, <br />64" <br />1 6-0" <br />PRECAST <br />(2) D4.5 WIRE <br />No. 4 <br />3338 <br />3338 <br />1 1640 <br />3122 <br />7-8" <br />8'-4" <br />1 6-0" <br />PRECAST <br />�2) D4.5 WIRE <br />2 <br />�2� <br />2158 <br />2158 <br />936 <br />2036 <br />DETAIL "DL" DETAIL "DM" DETAIL "DN" <br />TYPE DESIGNATION <br />[8x16-P-1L/1U1 <br />lum ij L MAW <br />0 <br />CD <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 (1) U (1) L <br />SOLID <br />#5 (1) U (0) L <br />#5 (1) U (1) L <br />SOLID <br />#5 (2) U (I I 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--Z' <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'-8" <br />3'-4" <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 />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />864 <br />995 <br />995 <br />831 <br />831 <br />6-8" <br />5-4" <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'-8" <br />64' <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 />9'-8" <br />8'4' <br />81-01, <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />396 <br />489 <br />F 489 <br />261 <br />DETAIL 'IDA!' 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 fl) U (0) L <br />SOLID <br />#5 (1) U (1) L <br />SOLID <br />#5 (1) U (0) L <br />#5 (1) U III L <br />SOLID <br />#5 (2) U (1) L <br />DETAIL'DO' <br />DETAIL01" <br />DETAIL'DO' &'DP' <br />DETAIL'DQ' <br />3'-8" <br />24" <br />2'-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 />24" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />7599 <br />1 10000 <br />10000 <br />10000 <br />4'-2" <br />2-10" <br />2'-6" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />6796 <br />10000 <br />9505 <br />10000 <br />4-4' <br />3'-0" <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 />3'-U' <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 />1 10000 <br />4325 <br />1 OOSID <br />6-8" <br />54" <br />51-01, <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />3765 <br />7387 <br />2901 <br />6831 <br />T-8" <br />64" <br />6'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />2693 <br />4979 <br />1 2069 <br />4671 <br />L978- <br />8'-4" <br />8'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />1552 <br />2996 <br />1 1183 <br />2844 <br />H, <br />DETAIL "DO" DETAIL "DP" DETAIL "DQ" <br />TYPE DESIGNATION <br />[8x16-P-1L/1U1 <br />TYPE DESIGNATION <br />P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT <br />I - SOLID LINTEL LOWER LINTEL CAVITY <br />[8xl 6-P-1 L/I U] <br />NOMINALWIDTHJ j L 13�1 ITITY OF �I BAR <br />NOMINAL H EIGHT UPPER LINTEL CAVITY <br />SAFE WORKING LATERAL LOADS (PLF) <br />8" X 8" LINTELS <br />Total <br />Length <br />Type <br />81IX811 <br />PLAIN <br />9'x8" <br />SOLID <br />2'- 10" <br />Precast <br />2082 <br />9235 <br />3'-6" <br />Precast <br />1325 <br />4624 <br />4'-0" <br />Precast <br />1041 <br />3358 <br />4'-6" <br />Precast <br />858 <br />2 635 <br />441 <br />Precast <br />810 <br />2459 <br />5-4- <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 />74" <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'-0" <br />Precast <br />111 <br />593 <br />17-6' <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 />154" <br />Prestressed <br />N.R. <br />369 <br />74" <br />Prestressed <br />N.R. <br />257 <br />19-4- <br />Prestressed <br />N.R. <br />84 <br />20'-0" <br />Prestressed <br />N.R. <br />67 <br />21'-4" <br />Prestressed <br />N.R. <br />138 <br />22'-0" <br />Prestressed <br />N.R. <br />127 <br />24'-0" <br />Prestressed <br />N.R. <br />100 <br />NX = Not Kecommenaec <br />for <br />V) <br />C*4 <br />0) <br />RX LO <br />.1C <br />LID <br />C) <br />CID <br />LO <br />< <br />k <br />Z <br />Cy Uj <br />0 <br />R4 1"!� <br />W <br />z <br />V) a) LO E <br />0 <br />U <br />>1 M Cq <br />4- Cq <br />CID U <br />-a- 2 C', <br />E -= :E 81 <br />0 U 0 <br />0 LL < <br />U 60 0) < <br />LU _N c <br />cO E " 0) <br />0 �-o <br />7U C) 0 CL <br />LLJ LU <br />W <br />LLT (1i LU 0 F- <br />LU I.- LU LU 2 0 <br />LU F- �< x x z z <br />02 < < < <br />0� Z) 0 LE c) 0 OL, _j 0 <br />X <br />< C) <br />- -1 U) 00 <br />< a >< -.1 U) 0 z 2 <br />J O<ZLLLL -, C) �- <br />:D <br />0 0 <br />awc)�mozowoomzz 0 <br />j) LL1 LU - Lu U5 a-, Z) <br />CL (n LU Uj _ x < <br />0- z LL 0 CL <br />Z Y in 0 <br />U) 0 z <br />Z LIJ 0 0 <br />< LU m-LIjz 0- <br />< 2�lf- 2W2520 < <br />U- <br />0 LLJ <br />0 0� n 5�ezg< <br />< 0 < <br />LL <br />0 <br />0 <br />z IN <br />W <br />W 5 <br />> q <br />(0 0 <br />(y) 0 <br />(y) [�- <br />W LO <br />-j <br />(/) IT <br />LL <br />U) - 1%- <br />z <br />U <br />< < Lq <br />0� 0- co <br />L 0- <br />00 <br />< <br />< <br />Z <br />z <br />W <br />W <br />0 <br />0 <br />(0 <br />JUL <br />2 <br />12023" <br />Virtual Reviev <br />Assist, <br />Ine, <br />ansReviewcomip <br />tedand <br />j <br />pprove.d <br />imptiance with th <br />2020 <br />hi <br />79 <br />Ek <br />io <br />ra Anne <br />1 PA <br />J00 <br />0 <br />N <br />0 <br />N <br />CD <br />c\1 <br />C14 <br />C11 <br />C14 <br />CY) <br />C14 <br />U,0) <br />C) <br />Q <br />r- <br />(:) <br />iz�4 <br />C14 <br />C) <br />CQ <br />C14 <br />CD <br />Q <br />CD <br />C=) <br />Q <br />- <br />C=) <br />Q <br />It <br />CD <br />- <br />CD <br />Q <br />CD <br />- <br />CD <br />00 <br />C) <br />C) <br />C) <br />04 <br />C) <br />04 <br />C) <br />I <br />z <br />0 <br />CN U-) <br />U) <br />W <br />WOOC)C)C)CD <br />NT <br />> <br />N <br />m <br />v <br />L6 <br />(6 <br />Cr <br />Z <br />W <br />4-0 <br />4-0 <br />W <br />Z(/) <br />0 zz <br />0 <br />Q <br />0 C) <br />W- <br />Lr) <br />0 <br />Owl- <br />0�-o <br />Z <br />wtz< <br />a- <br />1110 <br />W <br />m W <br />coll.- <br />F- 1.- <br />r*4 <br />02 <br />0::) <br />zom <br />W <br />>-=U) <br /><ll.-=) <br />0 <br />z of 0 <br />< <br />-�Ww <br />Z <br />z <br />z <br />< <br />z <br />Mm <br />F- <br />< <br />0 0 <br />F- 00 <br />z <br />S12 <br />z <br />z <br />W <br />W <br />o <br />C:) <br />> <br />LAST PLOT DATE <br />C14 <br />@ <br />4-0 <br />STRUCTURAL DETAILS <br />B (LEFT) <br />- - --T--T-- - ----- T-T-1 <br />I IIIII-ET1 -TIT-TV-1 1 1- F­U--I-IIRT71` IL 1 1 Ili " �I i ';-I I I, I t I I <br />