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Last modified
3/21/2025 10:58:14 AM
Creation date
2/19/2025 10:21:04 AM
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Building Plans
Street #
36582
Location
Smithfield Ln
Contractor
Lennar
Building Plans - Permit #
5569
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REINFORCING SCHEDULE & LOAD CAPACITIES <br />SAFE WORKING LOADS (PLF) <br />8" x 8" LINTELS <br />LINTEL <br />CLEAR <br />LINTEL TYPE <br />LINTEL STEEL TOP <br />LINTEL STEEL <br />UNFILLED <br />GRAVITY <br />GRAVITY <br />UPLIFT <br />UPLIFT <br />LENGTH <br />SPAN <br />WIRE / BAR <br />BOTTOM BAR <br />GRAVITY <br />CAPACITY <br />CAPACITY <br />CAPACITY <br />CAPACITY <br />CAPACITY <br />(0) #51- (1) #5U <br />(1)#5L (])#5U <br />(0)*5L (])#5U <br />fl)#5L (2)#5U <br />DETAIL'A' <br />DETAIL'B' <br />DETAIL'C' <br />(I)*5L (1)#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 />1 9462 <br />V46Y <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 />1 5318 <br />5318 <br />5114 <br />5114 <br />4'-U' <br />7-8" <br />PRECAST <br />[2) D4.5 WIRE <br />(2) No. 3 <br />2038 <br />3722 <br />170') <br />3722 <br />3598 <br />3598 <br />4'-6" <br />3'-2" <br />PRECAST <br />f2) D4.5 WIRE <br />(2) No. 3 <br />1566 <br />2859 <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 />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'- 1 T' <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 />1454 <br />1454 <br />1435 <br />1435 <br />7-6' <br />6'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />639 <br />1167 <br />1167 <br />1152 <br />1152 <br />7-8" <br />6-4" <br />PRECAST <br />f2) D4.5 WIRE <br />(2) No- 4 <br />619 <br />1130 <br />1130 <br />1115 <br />1115 <br />81-91 <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 ---1001 <br />979 <br />988 <br />9'-4" <br />6-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />467 <br />853 <br />853 <br />759 <br />843 <br />101-6, <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'-47 <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'-U' <br />101-81, <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 />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) 7116 strand + <br />N.R. <br />522 <br />522 <br />360 <br />499 <br />(2) No. 4 <br />15'-4" <br />14'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />N.R. <br />473 <br />473 <br />328 <br />455 <br />(2) No. 4 <br />17-4" <br />16-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />N.R. <br />357 <br />357 <br />254 <br />352 <br />(2) No. 4 <br />174" <br />18'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />N.R. <br />277 <br />27� <br />202 <br />281 <br />(2) No. 5 <br />20'-0" <br />18'-9' <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 V-4" <br />20'-U' <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) 7116 strand + <br />203 <br />203 <br />155 <br />215 <br />(2) No. 5 <br />N.R. <br />(2) 7/16 strand + <br />2*-;7t22'-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 />I LLIJ I <br />DETAIL "A!' DETAIL "B" <br />Lki Lill) <br />DETAIL "C" DETAIL I'D" <br />TYPE DESIGNATION <br />I -PLAIN LINTEL/ QUANTITY OF #5 BAR T <br />I - SOLID LINTEL LO-IR UNTIL CAVITY <br />[8xl6-P-1L/1Uj <br />NOMINALWIDTHJ L IIIA14TIl OF III BAR AT <br />NOMINAL HEIGHT UPPER LINTEL CAVIFY 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/ BAR <br />BOTTOM BAR <br />CAPACITY <br />CAPACITY <br />CAPACITY <br />CAPACITY <br />(0) #5L (1) #5U <br />(01#5L (1)#5U <br />fl)#5L (1)#5U <br />(1)#5L (1)#5U <br />(1)#5L (2)#5U <br />DETAIL'IT <br />DETAIL7 <br />DETAIL'H' &'Y <br />DETAILK <br />2'- 10" <br />11-6, <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'-U' <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 />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />7207 <br />10000 <br />9863 <br />10000 <br />4'-g' <br />-3'-Z' <br />3'-,V' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />6614 <br />10000 <br />9053 <br />10000 <br />5'-N' <br />N-17' <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'-Z' <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 />7'-9' <br />64' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />3071 <br />3071 <br />2916 <br />3049 <br />81-91 <br />6-9' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />2831 <br />2831 <br />2651 <br />2811 <br />8'47 <br />7'-U' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />2625 <br />2625 <br />2421 <br />2607 <br />9'-4!' <br />81-91 <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />2153 <br />2153 <br />1881 <br />2139 <br />10'-6" <br />91-71 <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 />12'-0" <br />10'-8" <br />PRECAST <br />(2) No�3 <br />(2) No.5 <br />1439 <br />1439 <br />1075 <br />1439 <br />12'-6" <br />11'-2" <br />PRECAST <br />(2) No. 3 <br />(2) No.5 <br />1354 <br />1354 <br />981 <br />1354 <br />13'-4" <br />17-0" <br />PRECAST <br />(2) No.3 <br />(2) No.5 <br />1232 <br />1232 <br />849 <br />1232 <br />14'-0" <br />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) 7/16 strand + <br />1419 <br />1419 <br />850 <br />1347 <br />(2) 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) 7/16 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'-U' <br />181-91 <br />PRESTRESSED <br />(2) No.3 <br />(2) 7116 strand + <br />961 <br />961 <br />446 <br />872 <br />(2) No. 5 <br />21'-4!' <br />20'-9' <br />PRESTRESSED <br />(2) No.3 <br />(2) 7116 strand + <br />834 <br />834 <br />390 <br />763 <br />(2) No. 5 <br />22'-U' <br />20'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />720 <br />720 <br />366 <br />716 <br />(2) No. 5 <br />(2) 7116 strand + <br />24'-U' <br />22'-9' <br />PRESTRESSED <br />(2) No. 3 <br />(2) No. 5 <br />642 <br />642 <br />306 <br />599 <br />A: <br />DETAIL "H" DETAIL "T DETAIL "K" <br />TYPE DESIGNATION <br />P -PLAIN LINTEL/ QUANTITY OF #5 BAR AT <br />S-SOHDUNTEL -] [L.-EILINTELCA-Y <br />[8xl 6-P-1 L/I U] <br />NOMINALWIDTHI L Q�Arl 11 .111 BAR <br />NOMINAL HEIGHT U PEER LINTEL CAVITY <br />CHARTS FROM QUALITY PRECAST COMPANY. <br />COMMERCIAL CONCRETE PRODUCTS, INC <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />8"1 RECESS DOOR HEADER <br />TOTAL <br />LENGTH <br />CLEAR <br />SPAN <br />DOOR <br />S17E <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 (0) L <br />#5 (1) U (1) L <br />SOLID <br />#5 (2) U (1) L <br />DETAIL'DE' <br />DETAILDF' <br />DETAIL'DE'&'DF' <br />DETAIL'DG' <br />3'-8" <br />2'-4" <br />2'-U' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />3764 <br />6455 <br />5637 <br />5637 <br />4'-0" <br />74' <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 />Z-10" <br />7-6' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />2654 <br />4449 <br />3965 <br />3965 <br />44" <br />3-0" <br />7-9' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />2400 <br />4030 <br />3607 <br />3607 <br />4'-&' <br />31,11 <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 />1 2290 <br />2085 <br />2085 <br />6-9' <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 />7-8" <br />64" <br />6-0" <br />PRECAST <br />(2) D4.5 WIRE <br />)NO. 4 <br />1409 <br />1409 <br />1188 <br />1267 <br />7-81, <br />8'-4" <br />8'-0" <br />PRECAST <br />(2) D4�5 WIRE <br />(2) No. 4 <br />1 oco <br />1000 <br />686 <br />903 <br />J <br />DETAIL "DE" DETAIL "DF" DETAIL "DG" <br />TYPE DESIGNATION <br />P - PLAIN FINTEL/ <br />-1 <br />QUANTITY OF #5 BAR T <br />I - SOLID LINTEL <br />F I.-IR UNTIL CAVITY <br />[8x16-P-lL/1Uj <br />NOMINAL WIDTHJ ] <br />L QUANTITY OF 11 1A1 <br />NOMINALH-IGHT <br />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 />CAPACITY <br />CAPACITY <br />CAPACITY <br />CAPACITY <br />(0)#5L (])#5U <br />(1)#5L (])#5U <br />(0)#5L (])#5U <br />(1) #5L (2) #5U <br />DETAIL'E' <br />DETAIL? <br />DETAIL'E'& 'F' <br />DETAIL'G' <br />2'- 10" <br />Y-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 />(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 />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'-8" <br />3'-4" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />4683 <br />513/ <br />5717 <br />5717 <br />5-4" <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'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />2560 <br />2560 <br />2723 <br />2723 <br />7-6" <br />6-2" <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 />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 />81-0" <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 />11'4' <br />101-01' <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />1074 <br />1074 <br />854 <br />1121 <br />12'-U' <br />101-81, <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />992 <br />992 <br />751 <br />1035 <br />1 2'� 6' <br />1 V-2" <br />PRECAST <br />(2) No. 3 <br />(2) No. 5_ <br />937 <br />937 <br />685 <br />978 <br />134' <br />12'-0" <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />859 <br />859 <br />591 <br />896 <br />1 4'-U' <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) 7116 strand + <br />1207 <br />1207 <br />605 <br />938 <br />(2) No. 4 <br />15'-4" <br />14'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 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) 7116 strand + <br />836 <br />836 <br />426 <br />763 <br />(2) No. 4 <br />174" <br />181-01, <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />655 <br />655 <br />340 <br />645 <br />(2) No. 5 <br />20'-0" <br />18'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />607 <br />607 <br />317 <br />601 <br />(2) No. 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) 7/16 strand + <br />488 <br />488 <br />260 <br />493 <br />(2) No. 5 <br />-1 <br />(2) 7116 strand + <br />24'-0" <br />22'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) No. 5 <br />399 <br />399 <br />217 <br />412 <br />TYPE DESIGNATION <br />F PLAIN LINTEL/ QUANTITY OF #5 BAR T <br />5 - SOLID LINTEL UD-ER UNTE1 AV- <br />[8x] 6-P-1 L/I U) <br />NOMINALVVIDTHI L'.'I'Al'IT[T1.11111111AT <br />NOMINAL HEIGHT , LINTEL CAVUY I <br />DETAIL "E" DETAIL 'IF" 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) #51- (1) #5U <br />(1)#5L (])#5U <br />(0)#5L (1)#5U <br />[1)#5L (2)#5U <br />DETAIL'L' <br />DETAIL'M' <br />[I) *5L (1)#5U <br />DETAIL'N' <br />DETAIL'L' &'M' <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 />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 />64" <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 />6-6" <br />6-2" <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 />8'-0" <br />6'-8" <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 />7-4" <br />81-01, <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />2954 <br />2954 <br />2445 <br />2937 <br />10'-6" <br />9'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />2384 <br />1 2384 <br />1884 <br />2371 <br />11'-4" <br />101-01, <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />2082 <br />2082 <br />1590 <br />2082 <br />12'-0" <br />10'-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'-B" <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 />154" <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 />174' <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 />181-01, <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />1084 <br />1084 <br />615 <br />1095 <br />(2) No. 5 <br />20'-0" <br />18'-8" <br />PRESTRESSED <br />(2) No.3 <br />(2) 7/16 strand BE <br />1008 <br />1008 <br />573 <br />1048 <br />(2) No. 5 <br />21'-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'-81, <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 />24'-0" <br />22'-8" <br />1 <br />PRESTRESSED <br />(2) No. 3 <br />(2) No. 5 <br />740 <br />740 <br />393 <br />772 <br />TYPE DESIGNATION <br />I - I LA:N E:NTEL/ QUANTITY OF #5 BAR AT <br />S-SOLD NTEL L--ER CAVITY <br />[8x1 6-P-1 L/I U1 <br />NOMINALVVIDTH] ITY OF #5 BAR AT <br />j L TTY Or 15 BAR AT <br />N MINALHEIGHT UPPER LINTEL CAVITY I <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />8"16" RECESS DOOR HEADER <br />TOTAL <br />LENGTH <br />CLEAR <br />SP N <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 IS) L <br />#5 (1) U (1) L <br />SOLID <br />#5 (2) U (1) L <br />DFFAIL'DH' <br />DETAILDS <br />DEFAIL'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 />2'-4" <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 />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'-0" <br />2'-8" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />3647 <br />9133 <br />7835 <br />8173 <br />4'-8" <br />3'-N' <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 />4-41' <br />4'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />1819 <br />4139 <br />3839 <br />3839 <br />6'-8" <br />5-4' <br />5-011 <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />2976 <br />2976 <br />2676 <br />2737 <br />T-8" <br />6'-4" <br />6-011 <br />PRECAST <br />(2) D4.5 WIRE <br />(21 No. 4 <br />2292 <br />2292 <br />1 1918 <br />2121 <br />9'-8" <br />8'-N' <br />8'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />1563 <br />1563 <br />1 1113 <br />1455 <br />a <br />w., <br />E <br />DETAIL "DH" DETAIL "DY' DETAIL "DK" <br />TYPE DESIGNATION <br />P - PLAIN LINTEL/ QUANTITY OF III BAR AT <br />S -SOLID LINTEL L.-El LINTELCAIFFY <br />j8x16-P-1L/1U] I <br />NOMINALWIDTH-] ] L.�PETIP.I.SBARAI <br />NOMINAL HEIGHT Up R 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 # 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 GROUFT 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 />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 />R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION (2020) <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 />ijul <br />(PLACED IN Fl�!D) (SEE SCHEDULE) <br />2 2 E� 2" <br />(1) #5 CONTINUOUS REQ'D. <br />PER STRUCTURAL PLAN <br />00 713Z' STIRRUPS AT F-0" cc <br />00 00 rn (TIED OR WELDED) <br />;�r . Ln <br />Ln BOTTOM BARS <br />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 />II' <br />3. STANDARD FOR REINF. STEEL - ASTM A615 <br />TYPICAL LINTEL SECTION_ <br />PRECAST CONCRETE <br />3000 PSI GROUT <br />(PLACED IN FIEL17 <br />2" 2" <br />00 <br />7 5/8" <br />TOP LEG BARS: <br />(SEE SCHEDULE) <br />- (1) #5 CONTINUOUS REQ'D. <br />PER STRUCTURAL PLAN <br />7/3Z' STIRRUPS AT 4'-0" cc <br />(TIED OR WELDED) <br />NOTES: <br />1. MINIMUM COVERAGE OF STEEL - 1.5" <br />2. MIN. BEARING REQUIRED AT EA. END - 4" <br />3. STANDARD FOR REINF. STEEL - ASTM A615 <br />TYPICAL RECESS LINTEL SECTION <br />PRECAST CONCRETE <br />CHARTS FROM QUALITY PRECAST COMPANY <br />COMMERCIAL CONCRETE PRODUCTS, INC <br />REINFORCING SCHEDULE & LOAD CAPACITIES <br />SAFE WORKING LOADS (PLF) <br />8" X 24" COMPOSITE LINTELS <br />LINTEL <br />CLEAR <br />LINTEL TYPE <br />LINTEL STEEL TOP <br />LINTEL STEEL <br />GRAVITY <br />GRAVITY <br />UPLIFT <br />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 />(])#5L (1)#5U <br />(0)#5L (1)#5U <br />(1) #5L (2) #5U <br />DETAIL'O' <br />DETAIL'P' <br />(1) #4L (1) #5U <br />DETAIL'Q' <br />DETAIL'O'&'P' <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'-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 />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 />5-2" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />8629 <br />10000 <br />6741 <br />10000 <br />7-6" <br />6-2" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4_ <br />6266 <br />6603 <br />4891 <br />6909 <br />7-8" <br />64" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />5967 <br />6199 <br />4657 <br />6477 <br />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 />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 />1 uz' <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />2699 <br />2699 <br />1959 <br />2699 <br />12'-0" <br />101-91 <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 />1 2269 <br />1577 <br />2269 <br />13'-4" <br />12'-U' <br />PRECAST <br />0. <br />(2) No. 5 <br />2 <br />2034 <br />1366 <br />1 <br />14'-0" <br />12'-8" <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />1878 <br />1878 <br />1225 <br />1878 <br />14'-8" <br />13'-4" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />2413 <br />2413 <br />1338 <br />1974 <br />(2) No. 4 <br />15'-4" <br />14'-U' <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'-9' <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />1698 <br />1698 <br />944 <br />1546 <br />(2) No. 4 <br />19'-4" <br />181-9, <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />1348 <br />1348 <br />753 <br />1330 <br />(2) No. 5 <br />20'-011 <br />181-91 <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />1254 <br />1254 <br />702 <br />1271 <br />(2) No. 5 <br />21'-4" <br />20'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 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 />(2) 7/16 strand + <br />1023 <br />1023 <br />576 <br />1121 <br />(2) No. 5 <br />(2) 7116 strand + <br />24'-0" <br />22'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) No. 5 <br />898 <br />898 <br />481 <br />1 <br />947 <br />TYPE DESIGNATION <br />P -PLAIN UNTEU QUANTITYOF# BARAT <br />5 -SOLID LINTEL LQ-ER LINTEL CAVITY <br />[8x16-P-1L/1U] <br />NOMINALWIDTHJ j L QUANTITY 11 4t5 BAR <br />NOMINAL HEIGHT UPPER LINTEL CAVITY <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />8"x20" RECESS DOOR HEADER <br />TOTAL <br />LENGTH <br />CLEAR <br />SPAN <br />DOOR <br />SIZE <br />LINTELTYPE <br />LINTEL STEEL TOP <br />WIRE/ BAR <br />LINTEL STEEL <br />BOTTOM BAR <br />GRAVITY SAFE LOAD <br />UPLIFT SAFE LOAD <br />1) <br />SOLID <br />#5 (1) U (1) IF <br />SOLID <br />#5 (1) U (0) L <br />#5 (1) U (1) L <br />SOLID <br />#5 (2) U (1) L <br />DETAIL'DM' <br />DETAIL'DL'&'DM' <br />DETAILDN' <br />3'-8" <br />2'4" <br />2'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No� 3 <br />7665 <br />10000 <br />10000 <br />10000 <br />4-0" <br />7-8" <br />2'4" <br />PRECAST <br />f2) D4.5 WIRE <br />(2) No. 3 <br />6054 <br />10000 <br />8442 <br />10000 <br />4'-2" <br />2'_1 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 />3'-0" <br />2'-8" <br />PRECAST <br />(2) D4.5 WIFE <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 />5'-8" <br />44' <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 />51-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />4569 <br />4569 <br />2302 <br />4235 <br />7 <br />6'-0'* <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />3338 <br />3338 <br />1640 <br />3122 <br />8'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />2158 <br />2158 <br />936 <br />2036 <br />FoR -I > (H <br />01 <br />CD (D <br />UNIT'1871'- 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 ALE L AD <br />SOLID <br />#5 (1) IT (0) IF <br />SOLID <br />#5 (1) U (1) L <br />SOLID <br />#5 (1) U (1) L <br />SOLID <br />#5 (2) U (1) L <br />DETAIL'DA' <br />DEFAIL'DB' <br />DETAIL'DC' <br />DEFAIL'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 />1753 <br />1753 <br />4'-U' <br />2'-8" <br />74" <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_5WIRE <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 />6-13" <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 />7-9' <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 />9'-8" <br />8'-4" <br />8'-0" <br />PRECAST <br />�2) D4-5 WIRE <br />(2) No. 4 <br />396 <br />489 <br />489 <br />261 <br />393 <br />- wi <br />DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />8"x24" RECESS DOOR HEADER <br />TOTAL <br />LENGTH <br />CLEAR <br />SPAN <br />DOOR <br />SIZE <br />LINTEL TYPE <br />LINTEL STEEL TOP <br />WIRE/ BAR <br />LINTEL STEEL <br />BOTTOM BAR <br />GRAVITY SAFE LOAD <br />UPLIFT SAFE LOAD <br />SOLID <br />#5 (1) U (0) L <br />SOLID <br />#5 1]) U (1) IF <br />SOLID <br />,1511 <br />��)L L <br />(�)U'10 <br />SOLID <br />#5 (2) U (1) IF <br />DETAIL'DO' <br />DETAIL'DP' <br />DETAIL'DD'&'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'-U' <br />2'-8" <br />2'-4" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />1 7599 <br />10000 <br />1 L000 <br />10000 <br />4'-2" <br />2-10" <br />7-6" <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 />1 DOOO <br />8604 <br />10000 <br />N-8" <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'-B' <br />44" <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 />54" <br />6-9' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />3765 <br />7387 <br />2901 <br />6831 <br />7-8" <br />6'1"' <br />6-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />2693 <br />4979 <br />2069 <br />4671 <br />9'-8" <br />8'-4" <br />8'-G' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />1552 <br />2996 <br />1183 <br />2844 <br />TYPE DESIGNATION <br />nA11N <br />P W-16VIXIAT <br />S01.10 <br />[8x16-P-1L/1U1 <br />Jj L <br />4uWK Hmfr <br />DETAIL "DL" <br />DETAIL "DM" <br />I IN' <br />DETAIL <br />"DO" DETAIL "DP" DE <br />TYPE DESIGNATION <br />P PLAIN LINTEU QUANTITY W f5 BAR AT <br />S SOLIE LINTEL ]LIVER LINTM CAVITY <br />[8x16-P-1L/1U1 <br />4kNAL VIDTHIJ L OF #5 BAR AT <br />NU66K InaiT I&III".0TEL CAVITY I <br />TYPE DESIGNATION <br />P - PLA:N UNTEL/ QUANTITY OF #5 BAR AT <br />I -SOL D LINTEL -1 F ER JI1TI1 1.1111Y <br />[8x16-P-JL/1Uj <br />NOMNALWIDTH ] ] L QUANTITY OF III PIP 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 <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 />Pre cast <br />858 <br />2635 <br />4-8" <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 />81-01, <br />Precast <br />363 <br />1037 <br />8'-4" <br />Precast <br />318 <br />981 <br />9'-4" <br />Precast <br />222 <br />772 <br />10'-6" <br />Precast <br />156 <br />600 <br />11'4' <br />Precast <br />651 <br />12'-0" <br />Precast <br />111 <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 />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'- <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 />C14 <br />C14 <br />C:� <br />04 <br />C:) <br />00 <br />LO <br />'l-k <br />A <br />< <br />V) <br />w <br />;N". <br />V" <br />0 <br />V <br />w <br />z <br />V) (D LO E <br />0 <br />j <br />CY) 04 <br />4-U <br />V) 70 ISO 0 01 <br />E co') <br />0 U 0 <br />-2 <br />0 LL 0 0 <br />CD - <br />-2 <br />Cj >' <br />V) U LU D- <br />C: <br />(D c00 E c".1 <br />1�1-1 �COL -'0 <br />ui w W <br />0 LLi w F- <br />LU w U) w 2 0 0 <br />F- <br />w z z <br />it 0 2 -j 00 <br />::) - 0 it LL 0 <br />< < <br />F- <br />10 <br />a x Of <br />z 0 Z 2 0 < < <br />j F <br />CY U) 0 0 L-L LOL Q� 0 0 co z z <br />LU LU - - w - (r :D 2 <br />0 0 <br />U) Z <br />U) (D > U) w W �- W U- W < 0 -1 <br />_j<10-ozy-azz Owc-)H <br />-i F- < w z Q <br />75- w <br />20 " <br />LL <br />w 6 <br />< 0 w z * < < <br />< <br />LL < 0 LL <br />C) <br />C) <br />r*4 <br />LU <br />O� <br />F- <br />=j <br />> C) <br />t.0 C) <br />in C) <br />F re) r*-. <br />z <br />v) Ln <br />10- <br />V) LL <br />ur) <br />z <br />< LU < Ln <br />F- cl� rij <br />< U>- < 00 <br />F- <br />z 3: <br />w <br />-j C) <br />C) <br />C\1 <br />C:) <br />C14 <br />C� <br />C:) <br />00 <br />C) <br />CD <br />CO <br />'00 <br />C) <br />C) <br />C) <br />0 <br />N <br />C) <br />N <br />c) <br />N <br />C:) <br />N <br />C) <br />N <br />06 <br />(N <br />M <br />C, <br />6 <br />- <br />6 <br />- <br />Cb <br />C1 <br />C� <br />T- <br />A <br />C) <br />4 <br />a <br />- <br />a <br />d) <br />C) <br />& <br />C) <br />6 <br />6 <br />c� <br />C) <br />C) <br />0 <br />.F <br />n <br />LO <br />"0 <br />> <br />T- <br />1-: <br />C) <br />0� <br />CD <br />C6 <br />C) <br />4. <br />C) <br />L6. <br />C) <br />(6. <br />C:) <br />r--� <br />LO <br />w <br />Z Z <br />z 0 <br />0 LLJ FD <br />-1-i <br />w <br />w 5; <br />4-1 <br />0 <br />M <br />L <br />F- <br />< <br />0 <br />0 <br />W W <br />a- x <br />Z <br />w P F:: <br />F- <br />w <br />co 0 z <br />�- = z <br />LD <br />O!Z w <br />z <br />w <br />2 Z <br />-ZZLL <br />CY) <br />w <br />0 <br />< <br />2 Z <br />C) <br />00 <br />< <br />U) <br />Z <br />z Tq <br />Z <br />< 0 <br />z <br />0 0 <br />S12 <br />z <br />z <br />z <br />Lu <br />w <br />C:) <br />C14 <br />c) <br />@ <br />LAST PLOT DATE <br />> <br />Jul. 15,22 <br />STRUCTURAL DETAILS <br />'0 <br />MI <br />
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