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Last modified
3/21/2025 2:46:39 PM
Creation date
2/27/2025 1:09:22 PM
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Building Plans
Street #
36515
Location
Smithfield Ln
Contractor
Lennar Homes LLC
Building Plans - Permit #
6082
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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 (l)#5U <br />(1) #5L (1) #5U <br />(0)#5L (1)#5U <br />(])#5L (2)#5U <br />DETAIL'A' <br />DETAIL'B' <br />DETAIL'C' <br />f 1) #5L 11) #5U <br />DETAIL'D' <br />DETAIL'B'&'C' <br />2'- 19' <br />1 V-6' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />6740 <br />9462 <br />9462 <br />10000 <br />10000 <br />3-6" <br />2'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />2912 <br />5318 <br />5318 <br />5114 <br />4--g- <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'-Z' <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 />(2) D4.5 WIRE <br />(2) No. 3 <br />1453 <br />2654 <br />2654 <br />2574 <br />2574 <br />54' <br />4'4' <br />__LRECAST <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />1127 <br />2013 <br />2013 <br />2000 <br />2000 <br />5'- 19' <br />4'-6" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />964 <br />1 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 />71-81' <br />6'-W' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />619 <br />1130 <br />1130 <br />1115 <br />1115 <br />8'-U' <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" <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 />11'4" <br />1 01-al <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />355 <br />649 <br />649 <br />489 <br />649 <br />12'-0" <br />101-91 <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />329 <br />602 <br />602 <br />430 <br />602 <br />12'-6" <br />ll'-Z' <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />312 <br />570 <br />1 570 <br />391 <br />570 <br />134" <br />12'-U' <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'-g' <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'-W' <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />N . 4R <br />522 <br />522 <br />360 <br />499 <br />(2) No. 4 <br />154" <br />14'-U' <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 />17'-4" <br />16-9' <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 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) 7/16 strand + <br />N.R. <br />277 <br />277 <br />202 <br />281 <br />(2) No. 5 <br />20'-U' <br />18'-g' <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 />2 l'-4!' <br />20'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />219 <br />219 <br />165 <br />229 <br />(2) No. 5 <br />N.R. <br />27-9' <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 />N.R. <br />(2) 7116 strand + <br />24'-0" <br />1 1 <br />22'-8" <br />PRESTRESSED <br />1 <br />(2) No. 3 <br />1 <br />1 (2) No. 5 <br />N.R. <br />164 <br />164 <br />124 <br />179 <br />N.R.- NOT RECOMMENDED <br />d <br />DETAIL "A" DETAIL "B" <br />DETAIL "C" DETAIL "D" <br />TYPE DESIGNATION <br />P PLIN LINTEL/ QUANTITY OF #5 BAR AT <br />S-SOLD NTEL -1 FL.-IlLINTEL <br />j8x16-P-1L/1lJj <br />"CMINALWIDTHJ j L QUANTITY .1 #5 BAR A <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 />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 fl)#5U <br />(1)#5L (1)#5U <br />(I I #5L (1) #5U <br />(1)#5L (2)#5U <br />DETAIL'H' <br />DETAIL'J' <br />DETAIL'H'&'J' <br />DETAILK <br />2--1 0" <br />V-6" <br />I PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />10000 <br />10000 <br />10000 <br />10000 <br />3'41 <br />2'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />10000 <br />10000 <br />10000 <br />10000 <br />4'-a' <br />2'-8" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />9550 <br />10000 <br />10000 <br />10000 <br />4P4" <br />3-4- <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />7207 <br />10000 <br />9863 <br />10000 <br />4'4' <br />3'-4" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />6614 <br />10000 <br />9053 <br />10000 <br />5'-4" <br />4'-0.1 <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />4843 <br />6687 <br />6635 <br />7320 <br />51�!(Yp <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 />1 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 />73-811 <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 />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 />81-01, <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 />1 PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />1777 <br />1777 <br />1 1448 <br />1766 <br />11 '-4" <br />10.-0.1 <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />1568 <br />1568 <br />1222 <br />1568 <br />12'-0" <br />10'-8" <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />1439 <br />1439 <br />1075 <br />1439 <br />12441 <br />1 l'-2" <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />1354 <br />1354 <br />981 <br />1354 <br />13'-4" <br />12'-U' <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />1232 <br />1232 <br />849 <br />1232 <br />14'-0" <br />12'-&' <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) 7/16 strand + <br />1291 <br />1291 <br />775 <br />1270 <br />(2) No. 4 <br />17'-4" <br />16'-U' <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.-Ol. <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />1035 <br />1035 <br />478 <br />936 <br />(2) No. 5 <br />20'-U' <br />18'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />961 <br />961 <br />446 <br />872 <br />(2) No. 5 <br />2 1'-4" <br />20'-a' <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />834 <br />834 <br />390 <br />763 <br />(2) No. 5 <br />22'-a' <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'Z' <br />1 <br />22'-8" <br />1 <br />PRESTRESSED <br />1 <br />(2) No. 3 <br />1 1 <br />(2) No. 5 <br />642 <br />642 <br />306 <br />599 <br />DETAIL "H" DETAIL "J" DETAIL W' <br />TYPE DESIGNATION <br />P : PLAIN LINTEL/ QUA NTIFFY OF #5 BAR AT <br />S SOLID LINTEL '� FL.-IRLI-EL CAVITY <br />[8xl 6-P-1 L/I U] <br />NOMINALWIGTHJ j L QUANT11 .111 BAR AT <br />NOMINAL HEIGHT UPPER LINTEL CAVITY I <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />8"xl 2" 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 11) U (0) 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'DE' <br />DETAIL'DF' <br />DETAIL'DE' &'DF' <br />DETAIL'DG' <br />3'-6' <br />74" <br />2-0' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />3764 <br />6455 <br />5637 <br />5637 <br />4-9' <br />2'-8" <br />24' <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 />31-al <br />2-81, <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />2400 <br />4030 <br />3607 <br />3607 <br />4'-&' <br />3'-4' <br />3-al <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-al <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />1193 <br />2290 <br />2085 <br />2085 <br />5-4- <br />S-01 <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />1764 <br />1763 <br />1578 <br />1578 <br />6'-4" <br />6-U' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />1409 <br />1409 <br />1188 <br />1267 <br />8'-4" <br />8-U' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />1000 <br />1000 <br />686 <br />903 <br />I L"i J. I <br />DETAIL "DE" DETAIL "DF" DETAIL "DG" <br />TYPE DESIGNATION <br />P -PLAIN LINTEL/ QUANTITY OF #5 BAR AT <br />I - SOLID LINTEL -1 r LOWER LINTEL CAVITY <br />[8x16-P-1L/1lJ] <br />NOMINALWIDTH j j L 111ANT11 OF III BAR A <br />NOMINAL HEIGHT UPPER LINTEL CAVITY <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 />CAPACITYU <br />CAPACITY <br />CAPACITY <br />(0)#5L (1)#5U <br />(0) #5L (1) #5 <br />(lCAPACITY <br />#5L (1) #5U <br />(1)#5L (2)#5U <br />(1)#5L (1)#5U <br />DETAIL'E' <br />DETAIL'F' <br />DETAIL'E'&'F' <br />DETAIL'G' <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 />3141 <br />2j�7 <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 />12) No. 3 <br />6766 <br />8225 <br />9200 <br />9445 <br />4'-6" <br />3'-2F' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />5104 <br />5671 <br />6345 <br />6345 <br />4'-8" <br />3'-4" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />4683 <br />5137 <br />5717 <br />5717 <br />5'-4" <br />4'_OFI <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />3428 <br />3727 <br />4091 <br />4091 <br />5'- 10" <br />1 4'-6" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />2787 <br />3088 <br />3369 <br />3369 <br />6!4$ <br />5-2" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />2560 <br />2560 <br />2723 <br />2723 <br />7-6" <br />6'-2FI <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 />81-01, <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 />8J_OFI <br />PRECAST <br />(2) D4.5 WIRE <br />J2) 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 />ll'-4" <br />1 01_0F1 <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />1074 <br />1074 <br />854 <br />1121 <br />12'-0" <br />101-W <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />992 <br />992 <br />751 <br />1035 <br />1214L <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'-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 />13'-4" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />1207 <br />1207 <br />605 <br />938 <br />(2) No. 4 <br />15'-4" <br />14'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />1095 <br />1095 <br />551 <br />887 <br />(2) No. 4 <br />17'-4" <br />16-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />836 <br />836 <br />426 <br />763 <br />(2) No. 4 <br />19'-4" <br />18F_011 <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 />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 />1 <br />1 <br />(2) No. 5 <br />22'-0'. <br />20'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />:r� <br />88 <br />488 <br />260 <br />493 <br />(2) No. 5 <br />(2) 7/16 strand + <br />24'-0" <br />22F-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) No. 5 <br />399 <br />217 <br />412 <br />41 M 4; * <br />DETAIL "E" DETAIL "F" DETAIL "G" <br />TYPE DESIGNATION <br />P - PLAIN L -1 F111ANTITY01 *1 BAR AT <br />LINTEL/ <br />S-5OLD NTEL LOWER LINTEL CAVITY <br />[8xl 6-P-1 L/I U] <br />NOMINAI ' WIDTHJ L Q1ANT1Y 0115 BAR AT <br />NOMINAL HEIGHT UPPER 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 (1)#5U <br />(1) #51- (1) #5U <br />(0)#5L (1)#5U <br />(1; #51- (2) #5U <br />DETAILV <br />DETAIL'M' <br />(1)#5L (])#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 />1 OGOO <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 />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'-6" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />5095 <br />8995 <br />7007 <br />9811 <br />6141 <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 />6'-4" <br />PRECAST <br />(2) D4.5 WIRE <br />[2) No. 4 <br />4456 <br />4456 <br />3785 <br />4427 <br />81-011 <br />6�-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 />81-01, <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 />11 '-4" <br />10.-0.1 <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />2082 <br />2082 <br />1590 <br />2082 <br />17-0" <br />10'-8" <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />1895 <br />1895 <br />1401 <br />1895 <br />12'-6" <br />111-21 <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 />17-13" <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. 4 <br />15'-4" <br />14'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />1774 <br />1774 <br />996 <br />1494 <br />(2) No. 4 <br />17'-4" <br />16-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />1368 <br />1368 <br />771 <br />1264 <br />(2) No. 4 <br />19'-4" <br />18T_0.1 <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />1084 <br />1084 <br />615 <br />1095 <br />(2) No. 5 <br />20�-O" <br />18'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/1 Tstra nd + <br />1008 <br />1008 <br />573 <br />1048 <br />(2) No. 5 <br />2 V-4" <br />20'-0" <br />PRESTRESSED <br />(2) 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) 7/16 strand + <br />850 <br />850 <br />471 <br />923 <br />(2) No. 5 <br />(2) 7116 strand + <br />2'-8" <br />PRESTRESSED <br />(2) No. 3 <br />1 (2) No. 5 <br />740 <br />1 <br />740 <br />1 <br />393 <br />1 <br />772 <br />1 1 <br />41 <br />DETAIL "L" <br />.1 M" <br />DETAIL "N" <br />TYPE DESIGNATION <br />P - FLA IN LINTEL/ -1 QUANTITY OF #5 BAR AT <br />I - SOLID LINTEL r LOWER LINTEL AVrY <br />[8xl 6-P-1 L/I U) <br />NOMINAL1111TH j j L QUANTITY OF III BAR AT <br />NOMINAL HEIGHT UPPER LINTEL CAVITY I <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# FL1 774-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 WTH ACI STANDARDS. <br />2.6 D4.5 W RE 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"(WTH A MINIMUM ACCEPTABLE BEARING OF 4" <br />PER FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTION <br />R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION (2020) BUILDING <br />SECTION 2104.1 <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 TOP LEG BARS: <br />(PLACED IN FIELD (SEE SCHEDULE) <br />2" 2" <br />(1) #5 CONTINUOUS REQ'D. <br />PE <br />f R STRUCTURAL PLAN <br />7/3z" S IRRUPS AT 4'-0" Cc <br />I E <br />E'o (TIED OR WELDED) <br />LO T TOM BARS <br />Lo <br />BOT <br />2 . <br />Cq SEE SCHEDULE <br />7 5/8" <br />NOTES: <br />1. MINIMUM COVERAGE OF STEEL - 1.5" <br />2. M N. 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 TOP LEG BARS: <br />(PLACED IN FIELD (SEE SCHEDULE) <br />2" 2" <br />-f�7 (1) #5 CONTINUOUS REQ'D. <br />c2f R STRUCTURAL PLAN <br />PE <br />ED CO 7/32" STIRRUPS AT 4'-0" cc <br />(TIED OR WELDED) <br />BOTTOM BARS <br />SEE SCHEDULE <br />C0 04 <br />7 5/8" <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 (])#5U <br />(1)#5L (1)#5U <br />(0)#5L (1)#5U <br />(1) #5L (2) #5U <br />DETAIL'O' <br />DETAIL'P' <br />(1)#4L (I)*5U <br />DETAiL'Q' <br />DETAIL'O'&'P' <br />2'-1 0" <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 />41-0" <br />2141 <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 />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 />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'-Z' <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 />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 />81-1f, <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 />1 3838 <br />3010 <br />3973 <br />10'-6" <br />7-2" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />2984 <br />3021 <br />2320 <br />3118 <br />1 V-4" <br />1 01-9� <br />PRECAST <br />No. <br />f9l No 5 <br />2699 <br />2699 <br />1959 <br />2699 <br />IZ-0" <br />101-81, <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />2436 <br />2436 <br />1727 <br />2436 <br />12'-6" <br />1 l'-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 />l4t�011 <br />12'-8" <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />1878 <br />1878 <br />1225 <br />1878 <br />14'-8" <br />13'-4" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />2413 <br />2413 <br />1338 <br />1974 <br />(2) No. 4 <br />15-f <br />14'-D" <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 />16-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />1698 <br />1698 <br />944 <br />1546 <br />(2) No. 4 <br />I . 9'-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. 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 1'-4" <br />20'Z' <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />1092 <br />1092 <br />614 <br />1167 <br />(2) No. 5 <br />22'-9' <br />20'-8" <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 />24'-9' <br />22'-9' <br />PRESTRESSED <br />(2) No. 3 <br />(2) No. 5 <br />898 <br />898 <br />481 <br />947 <br />P <br />.4 <br />TYPE DESIGNATION <br />P PLAIN LINTEL/ QUANTITY OF #5 BAR AT <br />S-SOLIDLINTEL -� rL--ER1II1TEL.A1FY <br />[8x16-P-1L/1U] <br />NOMINALWIDTHJ LQIANTII.F#51ARAI <br />NOMINAL HEIGHT UPPER LINTEL CAVITY <br />DETAIL"O" DETAIL"P" <br />DETAIL"Q" <br />CHARTS FROM QUALITY PRECAST COMPANY. <br />COMMERCIAL CONCRETE PRODUCTS, INC. <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />8"xl 6" RECESS DOOR HEADER <br />TOTAL <br />LENGTH <br />CLEAR <br />SPAN <br />DOOR <br />SIZE <br />LINTEL TYPE <br />LINTEL STEEL TOP <br />WIRE/ BAR <br />LINTEL STEEL <br />BOTTOM BAR <br />GRAVITY SAFE LOAD <br />UPLIFT SAFE LOAD <br />SOLID <br />#5 (1) U (0) L <br />SOLID <br />#5 (1) U (1) L <br />SOLID <br />#' "' U '0' L <br />#5 0 1 U III L <br />SOLID <br />#5 (2) U (1) L <br />DETAIL'DH' <br />DETAIL'DJ' <br />DETAIL'DH'&'DJ' <br />DETAIL'DK' <br />3'-8" <br />2'-4" <br />2'-CY' <br />PRECAST <br />(2) D4.5 WIRE <br />�2) No. 3 <br />1 5713 <br />10000 <br />10000 <br />10000 <br />4'-a' <br />2-8" <br />2'-1' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />4511 <br />10000 <br />9686 <br />10000 <br />4'-2" <br />2'- 10" <br />7-6" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />4032 <br />10000 <br />8687 <br />9503 <br />4'-4' <br />3'4Y' <br />2'-&' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />3647 <br />9133 <br />7835 <br />8173 <br />4-15' <br />3'-4" <br />31-01, <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />2990 <br />7025 <br />6382 <br />6382 <br />5'-&' <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 />6-9' <br />5'-4" <br />5-10" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />2976 <br />2976 <br />2676 <br />2737 <br />7�-811 <br />1 64" <br />6-0" <br />PRECAST <br />2) D4.5 WIRE <br />(2) No. 4 <br />1 2292 <br />1 2292 <br />1918 <br />2121 <br />8'.1' <br />8'-0" <br />PRECAST <br />�21 D4.5 WIRE <br />No. 4 <br />1 1563 <br />1 1563 <br />1113 <br />1455 <br />DETAIL "DH" <br />DETAIL "DJ" <br />DETAIL "DK" <br />TYPE DESIGNATION <br />P PLAIN LINTEL/ QUANTITY OF #5 BAR AT <br />I -SOLD LINTEL -i r WIR LINTEL CAVITY <br />[8xl 6-P-1 L/1 U] <br />NOMINALWIDTH j j LQ1A1T1YOF#5BARA <br />NOMINAL HEIGHT UPPER LINTEL CAVITY <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />8"x2O" 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 fl) U (0) L <br />#5 fl) U (1) L <br />SOLID <br />#5 (2) U �I) L <br />DETAIL'DL' <br />DETAIL'DM' <br />DETAIL'DL'&'DM' <br />DETAIL'DN' <br />3',8" <br />2'-4* <br />2'-0" <br />PRECAST <br />f2) D4.5 WIRE <br />(2) No. 3 <br />7665 <br />10000 <br />10000 <br />10000 <br />N-O" <br />2'-8" <br />2'-4" <br />PRECAST <br />f2) D4.5 WIRE <br />(2) No. 3 <br />6054 <br />10000 <br />a442 <br />10000 <br />4--2" <br />7-10" <br />2'-6" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />5413 <br />1 DODO <br />7552 <br />10000 <br />4'4" <br />3'-U' <br />7-8" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />4897 <br />10000 <br />6836 <br />10000 <br />41_8TI <br />3'4' <br />3-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />4017 <br />1 D000 <br />5613 <br />10000 <br />5'-8'' <br />4'4' <br />4-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />2"B <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 />7'-8" <br />6'-4" <br />6-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />3338 <br />3338 <br />1640 <br />3122 1 <br />4" <br />8'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />2158 <br />2158 <br />936 <br />2036 1 <br />UNIT'2551'- 1ST FLOOR PLAN_ <br />11811 = 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 />W IRE / BAR <br />LINTEL STEEL <br />BOTTOM BAR <br />GRAVITY SAFE LOAD <br />UPLIFT SAFE LOAD <br />PLAIN <br />I <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 (11 L <br />SOLID <br />#5 (2) U (1) L <br />DETAiL'DA'1 <br />DETAIL'DB' <br />DETAIL'DC' <br />DETAIL'DB'&'DC' <br />DETAIL'DD' <br />3'-8" <br />2'-4" <br />7-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />1919 <br />2143 <br />2143 <br />1 1753 <br />1753 <br />4'-0" <br />2'-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'-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 />3'-0" <br />2'-8" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />1367 <br />1553 <br />1 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 />1 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 />6'-4" <br />1 <br />6-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />542 <br />1 669 <br />669 <br />1 462 <br />537 <br />9'-8" <br />8'-4" <br />8'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />396 <br />1 489 <br />489 <br />1 261 <br />393 <br />A <br />DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" <br />GRAV1TY & 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 (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'DO' <br />DETAIL'DP' <br />DETAIL'DO'&'DP' <br />DETAIL'DQ' <br />3'-&' <br />74' <br />2'-G' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />9620 <br />10000 <br />10000 <br />10000 <br />4'-a' <br />2--a" <br />2'-4' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />7599 <br />10000 <br />1 DOOO <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 />4'-4' <br />3'-0" <br />7-8" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />6149 <br />10000 <br />1 8604 <br />1 DD00 <br />4'-W <br />3'-4" <br />3'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />5044 <br />10000 <br />7066 <br />10000 <br />5-9' <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 />51-01, <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 />6-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />2693 <br />4979 <br />2069 <br />4671 <br />7-8" <br />1 <br />8'-4" <br />1 <br />8'-a' <br />1 <br />PRECAST <br />- <br />(2) D4.5 WIRE <br />I <br />(2) No. 4 <br />1552 <br />I <br />2996 <br />1183 <br />2844 <br />TYPE DESIGNATION <br />q <br />0 <br />[8x16-P-1L/1U1 <br />L <br />DETAIL "DL" <br />DETAIL "DM" <br />DETAIL "DN" <br />D" <br />DETAIL "DP' <br />Q'I <br />TYPE DESIGNATION <br />[8x16-P-1L/1U1 <br />TYPE DESIGNATION <br />P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT <br />I - SOLID L NTEL -1 FLOWIRINTIL.AVITY <br />[8x16-P-1L/1U] <br />NCMjNALWIDTHJ j L QUANTITY OF III BAR AT <br />NOMINAL HEIGHT UPPER LINTEL CAVITY <br />SAFE W�RKING LATERAL LOADS (PLF) <br />X 8" LINTELS <br />Total <br />Length <br />Type <br />9'x8l' <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'-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 />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 />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 />10'-6" <br />Precast <br />156 <br />600 <br />11-4- <br />Precast <br />132 <br />651 <br />17-0" <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 />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 />17'-4" <br />Prestressed <br />N.R. <br />257 <br />19'4' <br />Prestressed <br />N.R. <br />184 <br />20'-U' <br />Prestressed <br />N.R. <br />167 <br />21 1411 <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 />N.R. = Not Recommended <br />04 <br />0 <br />u') <br />CD <br />LL <br />4K <br />00 <br />LID <br />Lu <br />Cx <br />�e, <br />w <br />0 <br />Lu <br />w <br />0 <br />z <br />U1 <br />(1) LO, E <br />> 0 N 0 <br />*= -0 q u <br />n (y) �! <br />C') P; <br />4- <br />'p, Cl) <br />C) Cl) <br />00 u <br />E u <br />00 <br />0 <br />0 LL c) < <br />< <br />Lu <br />co E c-'i <br />0 <br />rz, 000 a') <br />) <br />I v <br />uj w <br />LU <br />- <br />0 ULF LU 0 <br />LU w w <br />1-- z <br />w 0 < < 2 <Q��eoo <br />cg =) � 0 LL 0 <br />W z <br />0 <br />F- <br />C) <br />P: <br />-j CO) w <br /><ax- W 0z200"--l` <br />::) 0<zLLh -j 0 <br />z 0 M 0 0 m z <br />LL <br />< < <br />z � L) <br />0 <br />0 <br />0 <br />0 CL > Z �e 0 F Z-OWOX <br />-J�<Ow�ozwz <br />0 0 (L <br />CL <br />W LL <br />< 0 w U-1 amo <br />00� 0�ezg <br />< 0 < <br />< < <br />LL LL <br />0 <br />0 <br />z C114 <br />w <br />> q <br />C'0 0 <br />z <br />CY) 0 <br />cy) r�- <br />< W Lo <br />-j <br />a- (/) <br />LL <br />2 U) <br />z <br />< w Lq <br />cy) <br />oo <br />< < <br />z 0 <br />z <br />w <br />C) <br />CIO <br />C) <br />CNI <br />z <br />0 <br />Rub <br />L0 <br />> <br />(-4 <br />cli <br />.1i <br />I <br />00 <br />Z F- <br />Z <br />w <br />0 <br />w <br />zu) <br />z z <br />0*) <br />0 <br />000 <br />w - <br />00w <br />Lo0 <br />z 5; <br />or< <br />Z <br />W-a. <br />wi�m <br />< <br />w F-� <br />X: <br />(!) <br />W = W <br />M F- <br />2 <br />Lr) <br />�- 1.- <br />0 <br />z <br />w <br />>- <br />IL <br />< F- D <br />2�2 <br />00 <br />0 <br />zwo <br />C:) <br />< <br />0 <br />!Sww <br />Z U. <br />0� <br />z <br />Z <br />a. <br />U) z <br />a! § <br />0 <br />L) <br />0 <br />:� <br />q- <br />F- <br />z <br />S12 <br />of <br />z <br />w <br />W <br />0-) <br />> <br />C) <br />LAST PLOT DATE <br />C14 <br />4-j <br />z <br />0 <br />STRUtTRUAL DETAIL <br />B <br />
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