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Last modified
3/24/2025 5:56:34 PM
Creation date
2/19/2025 10:14:23 AM
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Building Plans
Street #
6640
Location
Back Forty Lp
Contractor
Lennar
Building Plans - Permit #
6614
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II 1 1 1 1 1 I 11 1 1 II 11 1 <br />REINFORCING SCHEDULE & LOAD CAPACITIES <br />SAFE WORKING LOADS (PLF) <br />8" x 8" LINTELS <br />LINTEL <br />CLEAR <br />LINTEL TYPE <br />LINTEL STEEL TOP <br />LINTEL STEEL <br />UNFILLED <br />GRAVITY <br />GRAVITY <br />UPLIFT <br />UPLIFT <br />LENGTH <br />SPAN <br />WIRE / BAR <br />BOTTOM BAR <br />GRAVITY <br />CAPACITY <br />CAPACITY <br />CAPACITY <br />CAPACITY <br />CAPACITY <br />(0)#5L(1)#5U <br />(1)#5L(1)#5U <br />(0)#5L(1)#5U <br />(1)#5L(2)#5U <br />DETAIL'A' <br />DETAIL'B' <br />DETAIL'C' <br />(1)#5L(1)#5U <br />DETAIL'D' <br />DETAIL'B' &'C' <br />2'-10" <br />Y-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 />414" <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'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.3 <br />1127 <br />2013 <br />2013 <br />2000 <br />2000 <br />5-10" <br />4'-6" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.3 <br />964 <br />1636 <br />1636 <br />1712 <br />1712 <br />614" <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 N D. 4 <br />639 <br />1167 <br />1167 <br />1152 <br />1152 <br />7'-8" <br />64' <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.4 <br />619 <br />1130 <br />1130 <br />1115 <br />1115 <br />8'-0" <br />6-8" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.4 <br />581 <br />1062 <br />1062 <br />1048 <br />1048 <br />814" <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 />74' <br />8'-01, <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.4 <br />467 <br />853 <br />853 <br />759 <br />843 <br />10'4" <br />1 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 />10'-0" <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'-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 />11'-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 />(2) 7/16 strand + <br />14'-8" <br />13'-4" <br />PRESTRESSED <br />(2) No. 3 <br />N.R. <br />522 <br />522 <br />360 <br />499 <br />2 No. <br />154" <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) 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) 7116 strand + <br />N.R. <br />277 <br />277 <br />202 <br />281 <br />2 No.S <br />20'-0" <br />18'-8" <br />PRESTRESSED <br />(2) No.3 <br />(2) 7116 strand + <br />256 <br />256 <br />188 <br />262 <br />2 No. S <br />N.R. <br />21'-4" <br />20'-0" <br />PRESTRESSED <br />(2) No.3 <br />(2) 7/26Nta + <br />219 <br />219 <br />165 <br />229 <br />Sd <br />R <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 />N.R. <br />(2) 7/16strand + <br />24'-0" <br />22'-8" <br />PRESTRESSED <br />(2) No.3 <br />(2) No. 5 <br />N.R. <br />164 <br />64 <br />124 <br />79 <br />N.R.- NOT RECOMMENDED <br />DETAIL "A" DETAIL "B" <br />- L" ; � J <br />DETAIL "C" DETAIL I'D" <br />TYPE DESIGNATION <br />41N LLINE <br />Q ANT: OF #5 BAR AT <br />[8x16-P-1 L/1 U] <br />NOMINA WIDT:^J La Af 45 BAR <br />INCMINA• HEIGHT U. °E, _[ AV'IT' <br />REINFORCING SCHEDULE & LOAD CAPACITIES <br />SAFE WORKING LOADS (PLF) <br />8" X 16" COMPOSITE LINTELS <br />LINTEL <br />CLEAR <br />LINTEL TYPE <br />LINTEL STEEL TOP <br />LINTEL STEEL <br />GRAVITY <br />GRAVITY <br />UPLIFT <br />UPLIFT <br />LENGTH <br />SPAN <br />WIRE / BAR <br />BOTTOM BAR <br />CAPACITY <br />CAPACITY <br />CAPACITY <br />CAPACITY <br />(0)#5L(1)#5U <br />(0)#5L(1)#5U <br />(1)#5L(1)#5U <br />(1)#5L(2)#5U <br />(1)#5L (1)#5U <br />DETAIL'H' <br />DETAIL'Y <br />DETAIL'H'&'Y <br />DETAILX <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 />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 />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" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />4843 <br />6687 <br />6635 <br />7320 <br />5'-10" <br />4'-6" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />3940 <br />5211 <br />5402 <br />5641 <br />6-6' <br />5-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />4350 <br />4350 <br />4225 <br />4314 <br />7-6" <br />6-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />3206 <br />3206 <br />3063 <br />3183 <br />7'-8" <br />64" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />3071 <br />3071 <br />2916 <br />3049 <br />EI <br />6-8" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />2831 <br />2831 <br />2651 <br />2811 <br />814" <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 />(21 No. 4 <br />2153 <br />2153 <br />1881 <br />2139 <br />10'4" <br />9'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />1777 <br />1777 <br />1448 <br />1766 <br />11'4' <br />10'-01, <br />PRECAST <br />(2) No.3 <br />2 No. 5 <br />1568 <br />1568 <br />1222 <br />1568 <br />12'-C" <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 />1 V-2" <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />1354 <br />1354 <br />981 <br />1354 <br />1314" <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 />(21 No. 5 <br />1149 <br />1149 <br />760 <br />1149 <br />14'-8" <br />134" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />1419 <br />1419 <br />850 <br />347 <br />2 No. <br />(2) 7/16 strand + <br />15'4" <br />14'-0" <br />PRESTRESSED <br />(2) No. 3 <br />1291 <br />1291 <br />775 <br />1270 <br />2 No.4 <br />(2) 7116 strand + <br />17'-4" <br />16-0" <br />PRESTRESSED <br />(2) No. 3 <br />993 <br />993 <br />600 <br />1084 <br />2 No.4 <br />19'-4" <br />18'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />1035 <br />1035 <br />478 <br />936 <br />2 No. <br />20'-0" <br />18'-81, <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) 7116 strand + <br />2V-4" <br />20'-0" <br />PRESTRESSED <br />(2) No. 3 <br />834 <br />834 <br />390 <br />763 <br />2 No.5 <br />22'-0" <br />20'-8" <br />PRESTRESSED <br />2 N3 <br />()o. <br />(2) 7/16 strand + <br />720 <br />720 <br />366 <br />716 <br />2 No.S <br />and + <br />(2) 7/16 strand <br />F270-T22'4' <br />PRESTRESSED <br />(2) No. 3 <br />(2) 5 <br />642 <br />642 <br />306 <br />599 <br />1 <br />DETAIL "H" DETAIL "J" <br />DETAIL "K" <br />TYPE DESIGNATION <br />5 PLAIN IN:EL/ <br />QL ANTFYOF#59A.R A' <br />SOLIC IN. EL I <br />r.OWPRLIITELCA.,7" <br />[8xl6-P-1 L/1 U] <br />NOMINALWIC-HJ <br />LQu.. PY O°#j BAR <br />NOMI.NA_'+EIGL+ <br />'JP ER LINTE. CAN Pr <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />8''xl2" RECESS DOOR HEADER <br />TOTAL <br />LENGTH <br />CLEAR <br />SPAN <br />DOOR <br />SIZE <br />LINTEL TYPE <br />LINTEL STEEL TOP <br />WIRE/ BAR <br />LINTEL STEEL <br />BOTTOM BAR <br />GRAVITY SAFE LOAD <br />UPLIFT SAFE LOAD <br />PLAIN <br />SOLID <br />#5(1)U(0)L <br />SOLID <br />(11 UIO) L <br />#5# 1 U 1 L <br />SOLID <br />#5(2)UI1)L <br />DETAIL'DE' <br />DETAIL'DF' <br />DETAIL'DE' &'DF <br />DETAIL'DG' <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 />2'-8" <br />24" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />2970 <br />1 4965 <br />4401 <br />4401 <br />4'-27' <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'-8" <br />34- <br />3'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />1966 <br />3390 <br />3053 <br />3053 <br />5-8" <br />4'-4" <br />4'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />1193 <br />2290 <br />1 2085 <br />2085 <br />6-8" <br />5'4" <br />5'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.4 <br />1764 <br />1763 <br />1578 <br />1578 <br />T-8" <br />6'-4" <br />6-0" <br />PRECAST <br />(2) D4.5 WIRE <br />12) No.4 <br />1409 <br />1409 <br />1188 <br />1267 <br />9'-8" <br />8'4' <br />8'-01, <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.4 <br />IOC) <br />1000 <br />686 <br />903 <br />TYPE DESIGNATION <br />- °LAIN LNTE'-/ OUA Ni7Y OF #j BARA- <br />S-SOLIC LINTEL r LOWER LINTE'_ CAVITY <br />[8x16-P-1 L/l U] <br />NOMINAL WIDTHJ L Q-ANI-Y OF #5 BAR AT <br />NOMINAL NEIGH' J UPPER LINTE'. CAV ITY <br />DETAIL "DE" DETAIL "DF" DETAIL "DG" <br />REINFORCING SCHEDULE & LOAD CAPACITIES <br />SAFE WORKING LOADS (PLF) <br />8'' X 12" COMPOSITE LINTELS <br />LINTEL <br />CLEAR <br />LINTEL TYPE <br />LINTEL STEEL TOP <br />LINTEL STEEL <br />GRAVITY <br />GRAVITY <br />UPLIFT <br />UPLIFT <br />LENGTH <br />SPAN <br />WIRE/ BAR <br />BOTTOM BAR <br />CAPACITY <br />CAPACITY <br />CAPACITY <br />CAPACITY <br />(0)#5L (1)#5U <br />(0)#5L (1)#5U <br />(1)#5L (1)#51J <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 />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 />214" <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 />5137 <br />5717 <br />5717 <br />6 4" <br />4'-0" <br />PRECAST <br />12) 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 />6'-4" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.4 <br />1921 <br />1921 <br />2035 <br />2035 <br />8'-0" <br />6$44 <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.4 <br />1792 <br />1792 <br />1862 <br />1897 <br />8'-4" <br />7-0" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.4 <br />1679 <br />1679 <br />1699 <br />1776 <br />9'4" <br />8'-D" <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 />12) D4.5 WIRE <br />2 No.4 <br />1186 <br />1186 <br />1014 <br />1251 <br />11'-4" <br />10'-0" <br />PRECAST <br />(2) No.3 <br />2 No.5 <br />1074 <br />1074 <br />854 <br />1121 <br />12'-0" <br />10'-8" <br />PRECAST <br />(2) No.3 <br />2 No.5 <br />992 <br />992 <br />751 <br />1035 <br />12'-6" <br />1 V-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 />12'4" <br />PRECAST <br />(2) No.3 <br />2 No.5 <br />804 <br />804 <br />529 <br />838 <br />14'-8" <br />13'-4" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />1207 <br />1207 <br />605 <br />938 <br />2 No.4 <br />154" <br />14'-0" <br />PRESTRESSED <br />(2) No.3 <br />(2) 7116 strand + <br />095 <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. <br />19'-4" <br />18'-01, <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />655 <br />655 <br />340 <br />645 <br />2 No. <br />(2) 7116 strand + <br />20'-0" <br />16-8" <br />PRESTRESSED <br />(2) No. 3 <br />607 <br />607 <br />317 <br />601 <br />2 No. <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. <br />(2) 7/16strand + <br />22'-0" <br />2D'-8" <br />PRESTRESSED <br />12) No.3 <br />488 <br />488 <br />260 <br />493 <br />2 No. <br />(2) 711 strand + <br />24'-0" <br />22'-8" <br />PRESTRESSED <br />(2) No.3 <br />((2)2) No. 5 <br />399 <br />399 <br />217 <br />412 <br />i•4•': •• �• • •:'4 <br />DETAIL "E" DETAIL "F" DETAIL "G" <br />TYPE DESIGNATION <br />°-PLAIN FN QLA. =#53AR AT <br />[8x16-P-1 L/1 U] <br />DT�J L <br />C nIIN ' 01 EFJNTEL CA',F1 <br />REINFORCING SCHEDULE & LOAD CAPACITIES <br />SAFE WORKING LOADS (PLF) <br />8" X 20" COMPOSITE LINTELS <br />LINTEL <br />CLEAR <br />LINTEL TYPE <br />LINTEL STEEL TOP <br />LINTEL STEEL <br />GRAVITY <br />GRAVITY <br />UPLIFT <br />UPLIFT <br />LENGTH <br />SPAN <br />WIRE / BAR <br />BOTTOM BAR <br />CAPACITY <br />CAPACITY <br />CAPACITY <br />CAPACITY <br />(0)#5L(1)#5U <br />(1)#5L(1)#5U <br />(0)#SL(1)#5U <br />(1)#5L(2)#5U <br />DETAIL L' <br />DETAIL'M' <br />(1)#5L(1)#5U <br />DETAIL'N' <br />DETAIL'L' &'M' <br />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 />" <br />2'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.3 <br />10000 <br />10000 <br />10000 <br />10000 <br />" <br />2'-8" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />10000 <br />10000 <br />10000 <br />10000 <br />" <br />P <br />3'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.3 <br />9313 <br />10000 <br />10000 <br />10000 <br />" <br />3'-4' <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />8548 <br />10000 <br />10000 <br />10000 <br />" <br />4'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />6261 <br />10000 <br />8605 <br />10000 <br />" <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 />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 />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 />6 4" <br />7'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />3706 <br />3706 <br />3144 <br />3683 <br />9'-4" <br />8'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />2954 <br />2954 <br />2445 <br />2937 <br />10'-6" <br />9'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />2384 <br />2384 <br />1884 <br />2371 <br />1l'-4" <br />10'-0" <br />PRECAST <br />(2) No.3 <br />2 No. 5 <br />2082 <br />2082 <br />1590 <br />2082 <br />12'-0" <br />10'-81, <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />1895 <br />1895 <br />1401 <br />1895 <br />12'-6" <br />1l'-2" <br />PRECAST <br />(2) No.3 <br />2 No. 5 <br />1775 <br />1775 <br />1279 <br />1775 <br />134" <br />12'-0" <br />PRECAST <br />(2) No.3 <br />2 No. 5 <br />1605 <br />1605 <br />1107 <br />1605 <br />14'-0" <br />12'-8" <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />1490 <br />1490 <br />992 <br />1490 <br />14'-8" <br />13'-4" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />1948 <br />1948 <br />1093 <br />1591 <br />2 No.4 <br />154" <br />14'-0" <br />PRESTRESSED <br />(2) No.3 <br />(2) 7116 strand +2 <br />774 <br />1774 <br />996 <br />494 <br />No. <br />1 T-4" <br />16'-0" <br />PRESTRESSED <br />2 <br />(1 No. 3 <br />(2) 7116 strand + <br />1368 <br />1368 <br />771 <br />1264 <br />2 No. 4 <br />9'-4" <br />18'-0" <br />PRESTRESSED <br />2 <br />O No. 3 <br />(2) 7/16 strand + <br />1084 <br />1084 <br />615 <br />095 <br />2 No. <br />20'-0" <br />8'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand +2 <br />1008 <br />1008 <br />573 <br />1048 <br />No. <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. <br />22'-0" <br />20'-8" <br />PRESTRESSED <br />2 <br />O No. 3 <br />12) 7116 strand +2 <br />850 <br />850 <br />471 <br />923 <br />No. <br />(2) 7116 strand +(2) <br />24'-0" <br />22'-8" <br />PRESTRESSED <br />(2) No. 3 <br />No. 5 <br />740 <br />740 <br />393 <br />772 <br />qm-, <br />PY <br />A <br />DETAIL "L" DETAIL "M" DETAIL "N" <br />TYPE DESIGNATIIc, <br />L I �Ir.IEL Nlr. _F. C[8xl 6-P-1 L/1 U] <br />NOMI JA I,. HJ L. ANTINC1 W-,EIG-� _. <br />GENERAL NOTES: <br />1.) CODES <br />1.1 FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTIONS <br />R402.2 & R606. <br />1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 & <br />2107. <br />1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE <br />(ACI 318-08). <br />1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN <br />LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE <br />7-10). <br />1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE <br />PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 <br />(813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 <br />2.) CONCRETE: <br />3000 PSI GROUT <br />(PLACED IN FIELD) <br />2 M <br />� M <br />� M <br />-f� <br />M <br />1Pill <br />" <br />7 5/8" <br />TOP LEG BARS: <br />(SEE SCHEDULE) <br />2" <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 />2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: NOTES: <br />2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 1. MINIMUM COVERAGE OF STEEL- 1.5" <br />2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2. MIN. BEARING REQUIRED AT EA. END - 4" <br />2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" 3. STANDARD FOR REINF. STEEL - ASTM A615 <br />AGGREGATE,"T011"SLUMP <br />2.2 REINFORCINGINGBARS: TYPICAL RECESS LINTEL SECTION <br />BA <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 7TH EDITION (2020), RESIDENTIAL SECTION <br />R606.14 OR FLORIDA BUILDING CODE 7TH EDITION (2020), BUILDING) <br />SECTION 2104.1.5 <br />4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE <br />LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND <br />SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT <br />4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST <br />BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED <br />UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. <br />PRECAST <br />CONCRETE <br />3000 PSI GROUT <br />TOP LEG BARS: <br />(PLACED IN FIELD) <br />(SEE SCHEDULE) <br />2" 2" <br />(1) #5 CONTINUOUS REQ'D. <br />-co <br />PER STRUCTURAL PLAN <br />°� <br />7/32" STIRRUPS AT 4'-0" cc <br />50 <br />� <br />(TIED OR WELDED) <br />Ln <br />u') <br />n <br />'n <br />BOTTOM BARS <br />N <br />SEE SCHEDULE <br />Otte <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 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(1)#5U <br />(0)#5L(1)#5U <br />(1)#5L(2)#5U <br />(1)#4L(1)#5U <br />DETAIL'O' <br />DETAIL'P' <br />DETAIL'O' &'P' <br />DETAIL'Q' <br />2-10" <br />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 />1 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 />100D0 <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 />54" <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 />6'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.4 <br />6266 <br />6603 <br />4891 <br />6909 <br />6'-4" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.4 <br />5967 <br />6199 <br />4657 <br />6477 <br />6'-8" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />5430 <br />5524 <br />4236 <br />5756 <br />:8'-0'* <br />T-0" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />4961 <br />4979 <br />3869 <br />5178 <br />8'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />3865 <br />3838 <br />3010 <br />3973 <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 />10'-01, <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'-6" <br />1l'-2" <br />PRECAST <br />(2) No.3 <br />2 No. 5 <br />2269 <br />2269 <br />1577 <br />2269 <br />13'-4" <br />12'-0" <br />PRECAST <br />(2) No.3 <br />2 No. 5 <br />2034 <br />2034 <br />1366 <br />2034 <br />14'-0" <br />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. <br />(2) 7116 strand + <br />15-4" <br />14'-0" <br />PRESTRESSED <br />12) No. 3 <br />2199 <br />2199 <br />1219 <br />1846 <br />2 No. <br />1 T-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 />19'-4" <br />18'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />1348 <br />1348 <br />753 <br />1330 <br />2 No.5 <br />20'-0" <br />18'-8" <br />PRESTRESSED <br />(2) No.3 <br />(2) 7116 strand + <br />1254 <br />1254 <br />702 <br />1271 <br />2 No. <br />2Y-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) 7116 strand +2 <br />1023 <br />023 <br />576 <br />1121 <br />No. <br />(2) 7116 strand + <br />24'-0" <br />22'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) No. 5sp <br />898 <br />898 <br />481 <br />947 <br />�•••f i <br />y�i � lilyi <br />;,r;., <br />�.;•.. ;. •u TYPE DESIGNATION <br />:•�t ;: <br />+•givl �•!(q'� -°B>R <br />P -LAIN LINTEL; GUANTIT`'C IT <br />A SOLIC Jti.c. r.-Jv„Ea LINTc_..4�1'• <br />•.�.[8x16-P-1L/IU] <br />{. <br />�. <br />LQ'„AN <br />1JOIIIIALAIDJ r #5 BAR AT <br />ICMJIA. EIGHT ..°°ER <br />DETAIL 0" DETAIL <br />"P" DETAIL I Q" <br />CHARTS FROM QUALITY PRECAST COMPANY <br />COMMERCIAL CONCRETE PRODUCTS, INC. <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />8"x] 6" RECESS DOOR HEADER <br />TOTAL <br />LENGTH <br />CLEAR <br />SPAN <br />DOOR <br />SIZE <br />LINTEL TYPE <br />LINTEL STEEL TOP <br />WIRE/ BAR <br />LINTEL STEEL <br />BOTTOM BAR <br />GRAVITY SAFE LOAD <br />UPLIFT SAFE LOAD <br />SOLID <br />#5 (1) U (0) L <br />SOLID <br />#5 (1) U (1) L <br />SOLID <br />#5 (1) U (0) L <br />#5 1 U 1' L <br />SOLID <br />#5 12) U (1) L <br />DETAIL'DH' <br />DETAIL'DJ <br />DETAIL DH' &'DJ' <br />DETAIL'DK' <br />3'-8' <br />2'4' <br />2'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />5713 <br />10000 <br />10000 <br />1D000 <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'-4" <br />3'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />12) No.3 <br />2990 <br />7025 <br />6382 <br />6382 <br />5-8" <br />4-4" <br />4-0- <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />1819 <br />4139 <br />3839 <br />3839 <br />6'-8'' <br />5'4" <br />5'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.4 <br />2976 <br />2976 <br />2676 <br />2737 <br />7'-8" <br />6-4' <br />6-0" <br />PRECAST <br />(2) D4.5 W:RE <br />(2) No.4 <br />2292 <br />2292 <br />1918 <br />2121 <br />9'-5" <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 "DH" DETAIL "DJ" DETAIL "DK" <br />TYPE DESIGNATION <br />PAR N•TE., 3L:AN'I�' -53ARA- <br />s-SOLID.I'TEL r.OWER JN[ CA✓ITY <br />[8xl 6-P-1 L/l U] <br />NOMINAL1174 LCANC c a5 31R AT <br />NOMINAL HEIGH' J,R LINT;. CAV7Y <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(I)UIC) L <br />SOLID <br />#5(1)U(1)L <br />SOLID <br /># 11)U(0)LL <br />SOLID <br />#5(2)U(1)L <br />DETAIL'DL <br />DETAIL'DM' <br />DETAIL'DL' &'DM' <br />DETAIL'DN' <br />3-81, <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 />a-0" <br />2'-8' <br />2'-4 <br />PRECAST <br />12) D4.5 WIRE <br />(2) No.3 <br />6054 <br />10000 <br />8442 <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 />10000 <br />7552 <br />10000 <br />4-4" <br />3'-0 <br />2'-8" <br />PRECAST <br />'2 D4. WIRE <br />I I 5 <br />2 N <br />O 0 3 <br />4 89 <br />1 0000 <br />6836 <br />1 0000 <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 />4'-4 <br />4'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />2448 <br />7050 <br />3434 <br />6540 <br />6'-8" <br />5'-4' <br />5'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.4 <br />4569 <br />4569 <br />2302 <br />4235 <br />7-8" <br />b'-4 <br />6'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.4 <br />3338 <br />3338 <br />1640 <br />3122 <br />9$' <br />8'-4' <br />8'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.4 <br />2158 <br />1 2158 <br />936 <br />2036 <br />TYPE DESIGNATION <br />[8x16-P-IL/IU] <br />= J� L <br />D <br />DH <br />UNIT '1450' - 1ST FLOOR PLAN ELEV B <br />1 /811 = 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 (11 U III L <br />SOLID <br />#5 (2) U (1) L <br />DETAIL'DA' <br />DETAIL'DB' <br />DETAIL'DC' <br />DETAIL'DB' &'DC' <br />DETAIL 'DD- <br />3-8" <br />2'4' <br />2'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />1919 <br />2143 <br />2143 <br />1753 <br />1753 <br />4'-0" <br />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 />1553 <br />1284 <br />1284 <br />4'-8" <br />34" <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 />54" <br />5'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />662 <br />816 <br />816 <br />650 <br />654 <br />7'-8" <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'-81, <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 />Aj <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 (1) U (0) L <br />SOLID <br />#5 (1) U (1) L <br />SOLID <br />#5 (1) U (0) L <br /># 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'-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 />2'-4 <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />7599 <br />10000 <br />10000 <br />10000 <br />4'-2" <br />210" <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 />10000 <br />8604 <br />10000 <br />4'-8" <br />34" <br />3'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />5044 <br />10000 <br />7066 <br />10000 <br />5'-8" <br />4'-4' <br />4'-0' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />3077 <br />10000 <br />4325 <br />10000 <br />6-8" <br />5-4" <br />5-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />3765 <br />7387 <br />2901 <br />6831 <br />7'-8" <br />6-4 <br />1 6'-0' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.4 <br />2693 <br />4979 <br />2069 <br />4671 <br />8'-4' <br />8'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) 1o.4 <br />1552 <br />2996 <br />83 <br />2844 <br />TYPE DESIGNATION <br />[8x16-P-IL/lU ] - <br />TYPE DESIGNATION <br />P -,LAINLINTEL' QUANTITY OF#5 BAR A- <br />S - SOLID JN7-L r-CWER LINTEL: AV7Y <br />[8xl6-P-1 L/1 U] <br />NOMINAL WIDTHJ L QUANT7Y Or #5 BAR AT <br />NCMINAL HEIGHT UPPER LINTEL CAVITY <br />JUN 2 7 2023 <br />Virtual Review Assist In <br />C. <br />Plans Review completed and approved <br />"ar compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />SAFE WORKING LATERAL LOADS (PLF) <br />8" X 8'' LINTELS <br />Total <br />Length <br />Type <br />8"x8" <br />PLAIN <br />8"x8" <br />SOLID <br />2'-10" <br />Precast <br />2082 <br />9235 <br />3'-6" <br />Precast <br />1325 <br />4624 <br />4'-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 />1 1100 <br />8'-9' <br />1 Precast <br />363 <br />1037 <br />8'-4" <br />Precast <br />318 <br />981 <br />9'-4" <br />Precast <br />222 <br />772 <br />10'-6" <br />Precast <br />156 <br />600 <br />11'4' <br />Precast <br />132 <br />651 <br />12'-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 />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'-0" <br />Prestressed <br />N.R. <br />167 <br />2V-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 />N.R. = Not Recommended <br />N <br />000 <br />LO <br />6 <br />� k•3 <br />:,7 <br />1 <br />o <br />4°• <br />l° T< <br />p�� <br />LO <br />LO <br />V <br />W <br />J, <br />"y <br />0 <br />W <br />Z <br />Q <br />V) <br />N LO E <br />0 <br />i 0 <br />W <br />L o <br />M `V 6 <br />N <br />M -6 <br />m U co <br />0, <br />� <br />A r, C L <br />�N C <br />2 Op <br />•. 0 M: 8 ON Q <br />•N <br />tUa-T� <br />W Q.� <br />W <br />V <br />1♦ E ch •9) <br />I� O n m <br />,W^ <br />LLj r/j W 0 <br />F- W of < z � <br />z <br />0JXx 0UaCY�0Z2 <br />Z) 0<ZW LL-J0HaO <br />0cnxx0zox00mzz <br />LL <br />QQ <br />U <br />fn W IL W 0 W W W 0 x <br />Q�x <, <br />zz0�oa <br />wQ�w <br />J <br />°X aZ8 <br />�U' <br />LL <br />o <br />oX o oQ z �¢ <br />LLQ O �QLL <br />■ <br />0 <br />Z04 <br />W <br />O <br />vJ J <br />Q U) M L0 <br />CIO <br />I-- <br />fNN- 5� M_ <br />ZV00 <br />� <br />z <br />W <br />W� <br />J 0 <br />i <br />' <br />I <br />I <br />I <br />I <br />i <br />ON <br />Cl) <br />o <br />N <br />0 <br />N <br />N <br />0 <br />Q <br />N <br />e\- <br />0 <br />M <br />O <br />N <br />' <br />M <br />N <br />1 <br />Z <br />o <br />.- <br />o <br />! <br />o <br />0 <br />Nw <br />U') <br />> <br />o <br />0 <br />09 <br />o <br />I <br />I <br />� / <br />co <br />z� <br />QZ <br />W <br />O <br />Z <br />A-a-zz <br />}0 <br />O <br />W <br />U <br />0Lij00 <br />() V S2 <br />) <br />Z <br />a��a <br />L/1 <br />Q <br />W <br />rn <br />V <br />m�W <br />� <br />T� <br />0 <br />z0= <br />Q F D <br />C� <br />O <br />Zwo <br />>- <br />CV <br />U <br />Lu <br />�Zu- <br />• • <br />z <br />az <br />F <br />0 <br />U� <br />_p <br />W <br />z <br />z <br />z <br />J <br />WNI,- <br />0 <br />O <br />LAST PLOT DATE <br />z <br />. . <br />4-a <br />0 <br />- <br />STRUCTURAL DETAILS <br />ELEV. B <br />
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