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3059 Kinsterbrooke Ln
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3059 Kinsterbrooke Ln
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Last modified
3/4/2025 8:41:54 AM
Creation date
2/25/2025 4:09:32 PM
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Building Plans
Street #
3059
Location
Kinsterbrooke Ln
Contractor
Lennar Homes
Building Plans - Permit #
19699
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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)#SL(1)#5U <br />(1)#5L(1)#5U <br />(0)#5L(1)#5U <br />(1)#5L(2)#5U <br />DETAIL'A' <br />DETAIL'S' <br />DETAIL'C' <br />(1)#5L (1)#5U <br />DETAIL'D' <br />DETAIL'B' &'C' <br />2'-10" <br />1'-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'-7 <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />2912 <br />5318 <br />5318 <br />5114 <br />5114 <br />4'-0' <br />2'-8" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />2038 <br />3722 <br />3722 <br />3598 <br />3598 <br />4'-6" <br />3'-7 <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />1566 <br />2859 <br />2859 <br />2772 <br />2772 <br />4'-g" <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'-T <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />1127 <br />1 2013 <br />2013 <br />2000 <br />2000 <br />5'-1(Y <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 />5-7 <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'-7' <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 />(2) D4.5 WIRE <br />2 No. 4 <br />619 <br />1130 <br />1130 <br />1115 <br />1115 <br />8'4Y' <br />6'-&" <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 />1 853 <br />853 <br />759 <br />843 <br />101-6" <br />9'-7' <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />398 <br />1 727 <br />727 <br />582 <br />718 <br />i 1'-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 />101-8" <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />329 <br />602 <br />602 <br />430 <br />602 <br />12'-6" <br />11'-7' <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />312 <br />570 <br />570 <br />391 <br />570 <br />1 Y-4" <br />17-9. <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />287 <br />525 <br />525 <br />337 <br />525 <br />i NV' <br />120 <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />270 <br />449 <br />449 <br />286 <br />451 <br />IN-8" <br />IN-4" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />N.R. <br />522 <br />522 <br />360 <br />499 <br />2 No.4 <br />164' <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 />174' <br />16-0' <br />PRESTRESSED <br />(2) No.3 <br />(2) 7/16strand + <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'-0' <br />18'-&" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 711and + <br />2) <br />256 <br />256 <br />188 <br />262 <br />No <br />N.R. <br />21'-4" <br />20'-U' <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />219 <br />219 <br />165 <br />229 <br />2 No. <br />N.R. <br />22'-0' <br />20'-W <br />PRESTRESSED <br />(2) No.3 <br />1 <br />(2) 7/16 <br />203 <br />203 <br />155 <br />215 <br />Noa5d+ <br />N.R. <br />(2) 7/16 stand + <br />24'4' <br />27-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) No. 5 <br />N.R. <br />164 <br />164 <br />124 <br />179 <br />N.R: NOT RECOMMENDED <br />DETAIL "A" DETAIL "B" <br />DETAIL"C" DETAIL"D" <br />TYPE DESIGNATION <br />P - PLAIN LNTH/ r QUANTITY OF #5 BAR AT <br />S-SOLD UNTEL LOWER UNTEL CAVITY <br />[8x1I6-P-1L/1IU] <br />NOMINAL WIDTH] <br />J ` QUANTITY OF #5 BAR AT <br />NOMINAL HEIGHT UPPER UNTEL 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 />(1)#5L (1)#5U <br />(0)#5L (1)#5U <br />(i)#5L (2)#5U <br />(1)#SL (1)#SIT <br />DEfAIL'H' <br />DETAIL']' <br />DETAII'H' &'J' <br />DETAIL'K' <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 />10000 <br />4'-0' <br />74' <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 />4'4r <br />3'-4" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />6614 <br />10000 <br />9053 <br />10000 <br />64" <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 />5-7' <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 />8'-0' <br />6'-8" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />2831 <br />2831 <br />2651 <br />2811 <br />8'4' <br />7'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />2625 <br />2625 <br />2421 <br />2607 <br />914, <br />8'-T <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />2153 <br />2153 <br />1881 <br />2139 <br />10'-6" <br />9'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.4 <br />1777 <br />1777 <br />1448 <br />1766 <br />111-4" <br />10'-0' <br />PRECAST <br />(2) No.3 <br />2 No. 5 <br />1568 <br />1568 <br />1222 <br />1568 <br />12'-0' <br />10'�" <br />PRECAST <br />2 No.3 <br />O <br />2 No.S <br />1439 <br />1439 <br />i 5 <br />07 <br />1439 <br />11'-7' <br />PRECAST <br />(2) No.3 <br />2 No. 5 <br />1354 <br />1354 <br />981 <br />1354 <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 />174' <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />1149 <br />1149 <br />1 760 <br />1149 <br />IX-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) 7/16 strand + <br />1291 <br />1291 <br />775 <br />1270 <br />(2) No. 4 <br />174' <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 />191-4" <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. 5 <br />20'-0' <br />18'$" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />961 <br />961 <br />446 <br />872 <br />2 No.5 <br />21'4' <br />20'-0' <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 stand + <br />834 <br />834 <br />390 <br />763 <br />2 No.5 <br />27-0' <br />20'4' <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />720 <br />720 <br />366 <br />716 <br />2 No.5 <br />(2) 7116 stand + <br />24-0' <br />27-9' <br />PRESTRESSED <br />(2) No. 3 <br />(2) No. 5 <br />642 <br />642 <br />306 <br />599 <br />DETAIL "H" DETAIL "I" DETAIL "K" <br />TYPE DESIGNATION <br />P - PLAIN LNTIV --I r QUANTITY OF #5 BAR AT <br />S-SOLID LINTEL I I LOWER UNTEL CAVITY <br />[I8x16-P-1L/1IU] <br />NOMINAL WDTHJ j ` w,., I' OF #5 BAR AT <br />NOMINAL HEIGHT UPPER UNTEL CAVITY <br />CHARTS FROM QUALITY PRECAST COMPANY <br />COMMERCIAL CONCRETE PRODUCTS, INC <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 />##51) U (0) LL <br />SOLID <br />#5 (2) U (1) L <br />DETAIL'DE' <br />DETAIL'DF <br />DETAIL'DE &'DF <br />DETAIL'DG' <br />3'-8" <br />2'4' <br />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'-g" <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 />7-10" <br />2'-C <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />2654 <br />4449 <br />3965 <br />3965 <br />N-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 />Nor <br />3'-4" <br />3'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />1966 <br />3390 <br />3053 <br />3053 <br />51-T <br />V41 <br />NAY' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />1193 <br />2290 <br />2085 <br />2085 <br />6'4r <br />64' <br />54r <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 />61-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />1409 <br />1409 <br />1188 <br />1267 <br />91-8" <br />8' 4' <br />8'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />1000 <br />1000 <br />686 <br />903 <br />TYPE DESIGNATION <br />P - PLAIN UNTEL/ <br />r QUANTITY OF #5 BAR AT <br />5 - SOLID UNTEL <br />I LOWER LINTEL CAVITY <br />[8x1I6-P-1L/1IU] <br />J <br />NOMINAL. WIDTH] <br />NOMINAL HEGHT <br />`QUANTITY OF #5 BAR <br />UPPER LINTEL CAVITY <br />DETAIL "DE" DETAIL "DF" DETAIL "DG" <br />REINFORCING SCHEDULE & LOAD CAPACITIES <br />SAFE WORKING LOADS (P .F) <br />8" X 12" COMPOSITE LINTEL 3 <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 />CAPACIT` <br />CAPACITY <br />CAPACITY <br />CAPACITY <br />(0)#SL (1)# U <br />(1)#SL (1)#5IT <br />(0)#5L (1)#5U(1)#5L <br />(2)#5IT <br />(1)#5L (1)#5U <br />DETAIL'E' <br />DETAIL'F' <br />DETAIL'E' &'F' <br />DETAIL'G' <br />2'-10" <br />i'-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'-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 />2 No. 3 <br />6766 <br />8225 <br />9200 <br />9445 <br />4'4" <br />3'-7' <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 />54' <br />4'-0' <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.3 <br />3428 <br />3727 <br />3088 <br />2560 <br />4091 <br />3369 <br />2723 <br />4091 <br />3369 <br />2723 <br />5-17' <br />4'4' <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />2787 <br />6'4" <br />5-7' <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.4 <br />2560 <br />7-6" <br />6-7 <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'-8" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.4 <br />1792 <br />1792 <br />1862 <br />1897 <br />81-4" <br />7-0' <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />1679 <br />1679 <br />1699 <br />1776 <br />91-4" <br />8'-0' <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.4 <br />1411 <br />1411 <br />1319 <br />1489 <br />10'-6" <br />9'-7' <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.4 <br />1186 <br />1186 <br />1014 <br />1251 <br />1114, <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 />19-8" <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />992 <br />992 <br />937 <br />751 <br />685 <br />1035 <br />978 <br />17-6" <br />11'-2" <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />937 <br />IN-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 />17-8" <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />804 <br />804 <br />529 <br />838 <br />14'-g" <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) 7/16 strand + <br />1095 <br />1095 <br />551 <br />887 <br />(2) No. 4 <br />174' <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 />191-4" <br />18'-0' <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />655 <br />655 <br />340 <br />645 <br />(2) No.5 <br />29-M <br />18'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />607 <br />607 <br />317 <br />601 <br />2 No.5 <br />2U-4" <br />20'-0' <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />524 <br />524 <br />277 <br />526 <br />2 No.5 <br />22'-0' <br />20'-&" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />488 <br />488 <br />260 <br />493 <br />2 No.5 <br />(2) 7/16 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 DESI 3NATION <br />P - PLAIN UNTEL/ C IANTITV OF #5 BAR AT <br />$- SOLID UNTEL I WER UNTEL CAVITY <br />[I8x1 I6-P-i L/ I U] <br />NOMINAL WIDTH] J L QUANTITY OF #5 BAR AT <br />NOMINAL HEIGHT UPPER UNTEL CAVITY <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 />G AVITY <br />UPLIFT <br />UPLIFT <br />LENGTH <br />SPAN <br />WIRE / BAR <br />BOTTOM BAR <br />CAPACITY <br />C/ 'ACHY <br />CAPACITY <br />CAPACITY <br />(0)#5L (1)#5U <br />(1)# L (1)#5U <br />(0)#5L (1)#5U <br />(1)#5L (2)#5U <br />DETAIL'U <br />DE 41L'M' <br />(1)#5L (1)#5U <br />DETAIL'N' <br />DETAIL'L' &'M' <br />2'-10" <br />1'4' <br />PRECAST <br />2 D4.5 WIRE <br />2 No. 3 <br />10000 <br />0000 <br />10000 <br />10000 <br />3'4" <br />7-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.3 <br />10000 <br />0000 <br />10000 <br />10000 <br />4'-0' <br />2'-8" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.3 <br />10000 <br />0000 <br />10000 <br />10000 <br />4'-6" <br />3'-7' <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.3 <br />9313 <br />0000 <br />10000 <br />10000 <br />W-8" <br />3'-4" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />8548 <br />0000 <br />10000 <br />10000 <br />544" <br />N-9' <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.3 <br />6261 <br />0000 <br />8605 <br />10000 <br />5-10" <br />4'4" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />5095 <br />3995 <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'-7' <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />4693 <br />4693 <br />3976 <br />4661 <br />Tom" <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 />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 />1 2384 <br />1884 <br />2371 <br />11'4" <br />17-0" <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />2082 <br />2082 <br />1590 <br />2082 <br />12'-0' <br />101-8" <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />18"5 <br />1895 <br />1401 <br />1895 <br />12'4' <br />11'-7' <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />1775 <br />1775 <br />1279 <br />1775 <br />13'-4" <br />174' <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 />1N-91 <br />13'-4" <br />PRESTRESSED <br />(2) No.3 <br />(2) 7/16strand + <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) 7/16strand + <br />1774 <br />1774 <br />996 <br />1494 <br />2 No.4 <br />174' <br />164' <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 stand + <br />1368 <br />1368 <br />771 <br />1264 <br />(2) No. 4 <br />18'-0' <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 stand + <br />1084 <br />1084 <br />615 <br />1095 <br />(2) No. 5 <br />20'-0' <br />181-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 stand + <br />1008 <br />1008 <br />573 <br />1048 <br />2 No. <br />21'-4" <br />20'-0' <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 stand + <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) 7116 stand + <br />850 <br />850 <br />471 <br />923 <br />2 No.5 <br />(2) 7/16 stand + <br />22'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) No. 5 <br />740 <br />740 <br />393 <br />772 <br />GENERAL NOTES: <br />1.) CODES <br />1.1 FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL SECTIONS <br />R402.2 & R606. <br />1.2 FLORIDA BUILDING CODE 6TH EDITION (2017) SECTIONS 1901.2 & <br />2107. <br />1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE <br />(ACI 318-08). <br />1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN <br />LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE <br />7-10). <br />1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE <br />PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 <br />(813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 <br />2.) CONCRETE: <br />2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: <br />2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI <br />2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI <br />2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" <br />AGGREGATE, 8" TO 11" SLUMP <br />2.2 REINFORCING BARS: <br />2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF <br />FABRICATION ASTM A615 (GRADE 60) <br />2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) <br />ASTM A615 (GRADE 40). <br />2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi <br />2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. <br />2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. <br />2.6 D4.5 WIRE PER ASTM A496. <br />3.) MASONRY: <br />3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE <br />SPECIFICATION OF THE NATIONAL CONCRETE MASONRY <br />ASSOCIATION AND ACI 530-08. <br />3.2 MINIMUM MASONRY UNIT STRENGTH: FM 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 (2017, RESIDENTIAL) SECTION <br />R606.6.3 OR FLORIDA BUILDING CODE 6TH EDITION (2017) <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 />!+ PER STRUCTURAL PLAN <br />to 7/32" STIRRUPS AT 4'-0" cc <br />coM (TIED OR WELDED) <br />In <br />In BOTTOM BARS <br />iv SEE SCHEDULE <br />MIN. 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 0 <br />H <br />3000 PSI GROUT TOP LEG BARS: <br />(PLACED IN FIELD) (SEE SCHEDULE) <br />2" 2" <br />(1) #5 CONTINUOUS REQ'D. <br />00 PER STRUCTURAL PLAN <br />00 cn 7/32" STIRRUPS AT 4'-0' CC <br />00 M (TIED OR WELDED) <br />BOTTOM BARS <br />= SEE SCHEDULE <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 (1)#5U <br />(1)#51. (1)#5U <br />(0)#5L (1)#5U <br />(1)#51. (2)#5U <br />DETAIL'O' <br />DETAIL'P' <br />(1)#4L(1)#SIT <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'-7' <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />10000 <br />10000 <br />10000 <br />10000 <br />4'-0' <br />2'-8" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.3 <br />10000 <br />10000 <br />10000 <br />10000 <br />4'-6" <br />3'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />10000 <br />10000 <br />10000 <br />10000 <br />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 />4'4" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.3 <br />6251 <br />10000 <br />8615 <br />10000 <br />614" <br />54' <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />8629 <br />10000 <br />6741 <br />10000 <br />7-6" <br />6-7' <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 />8'-0" <br />6-9' <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 />914" <br />8'-U' <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />3865 <br />3838 <br />3010 <br />3973 <br />10'-6" <br />9'-7' <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />2984 <br />3021 <br />2320 <br />3118 <br />11'-4" <br />10'-0' <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />2699 <br />2699 <br />1959 <br />2699 <br />12'-0' <br />101-8" <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />2436 <br />2436 <br />1727 <br />2436 <br />17-6" <br />11'-7' <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />2269 <br />2269 <br />1577 <br />2269 <br />13'4' <br />12'-0' <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />2034 <br />2034 <br />1366 <br />2034 <br />14'-0' <br />17-8" <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />1878 <br />1878 <br />1225 <br />1878 <br />14'4" <br />13'-4" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 stand + <br />2413 <br />2413 <br />1338 <br />1974 <br />2 No.4 <br />154' <br />14'-0' <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />2199 <br />2199 <br />1219 <br />1846 <br />(2) No. 4 <br />174' <br />16'-0' <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 stand + <br />1698 <br />1698 <br />944 <br />1546 <br />(2) No.4 <br />191-4" <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 />12) No. 3 <br />(2) 7116 strand + <br />1254 <br />1254 <br />702 <br />1271 <br />2 No. <br />21'-4" <br />20'-0' <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />1092 <br />1092 <br />614 <br />1 167 <br />2 No.S <br />22'-0' <br />20'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />1023 <br />1023 <br />571S <br />1121 <br />2 No.5 <br />(2) 7116 stand + <br />27-9' <br />PRESTRESSED <br />(2) No. 3 <br />(2) No. 5 <br />898 <br />898 <br />481 <br />947 <br />TYPE DESIGNAT DN <br />1 <br />P-PWN UNTEL/ QUANTITY OF MBAR AT <br />'�1} <br />a,7 �..• <br />S-SOUD LINTEL I LOWER LINTEL AVTTY <br />t <br />[8x16-P-1 L/1 U] <br />NOMINAL WIDTH J L QUANT ! OF #5 BAR AT <br />•�+�•, •�-�•! <br />NOMINAL HEIGHT UPPER 4Ta CAVITY <br />DETAIL IT" <br />DETAIL"M" <br />DETAIL'IN" <br />DETAIL "0" <br />DETAIL IT" DETAIL"Q" <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />8"xl6" RECESS DOOR HEADER <br />TOTAL <br />LENGTH <br />CLEAR <br />SPAN <br />DOOR <br />SIZE <br />UNTEL TYPE <br />LINTEL STEEL TOP <br />WIRE / BAR <br />UNTEL STEEL <br />BOTTOM BAR <br />GRAVITY SAFE LOAD <br />UPLIFT SAFE LOAD <br />SOUD <br />#5(1)U(0)L <br />SOLID <br />#5(1)U(1)L <br />SOLID <br />#5(1)U(0)LL <br />DETAIL'DH' &'DJ' <br />SOLID <br />#5(2)U )L <br />DETAIL'D <br />DETAIL'DH' <br />DETAIL'DT <br />3' r <br />2'-4" <br />z4r <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />5713 <br />10000 <br />10000 <br />10000 <br />4'-W <br />7-6' <br />2'-4" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />4511 <br />10000 <br />9686 <br />10000 <br />4'-7' <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 />7-8" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />3647 <br />9133 <br />7835 <br />8173 <br />4'-W <br />3'4- <br />3'-0' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />2990 <br />7025 <br />6382 <br />6382 <br />51-F <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'$' <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 />T-8" <br />6-C <br />6'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />2292 <br />2292 <br />1918 <br />2121 <br />6-91 <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />1563 <br />1563 <br />1113 <br />1455 <br />ME - <br />DETAIL "DH" DETAIL "D? DETAIL "DK" <br />TYPE DESIGNATION <br />P - PLAIN UNTE J r QUANTITY OF #5 BAR AT <br />S - SOLID LINTEL I LOWER UNTEL CAVITY <br />[8x1 &P-1 L/1IU] <br />NOMINAL WIDTHJ IJ `QUANTITY OF #5 BAR AT <br />NOMINAL HEIGHT UPPER LINTEL CAVITY <br />TYPE DESIGNATION <br />P-PWN LINTEL/ -I rQUANTITY OF #5 BAR AT <br />S-SOUD UNTEL I I LOWER UNTEL CAVITY <br />[I8x1 I6-P-1 L/1 U] <br />NOMINAL WIDTHJ I L QUANTITY OF #5 BAR AT <br />NOMINAL HEIGHT J UPPER LINTEL CAVITY <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />81Ix20'I RECESS DOOR HEADER <br />TOTAL <br />LENGTH <br />CLEAR <br />SPAN <br />DOOR <br />SIZE <br />UNTEL 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)U10)1 <br />SOLID <br />#5(2)U(1)L <br />DETAIL'DL' <br />DETAIL'DM' <br />DETAIL'DL' &'DM' <br />DETAIL'DN' <br />3'-8" <br />74' <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 />74' <br />2'-4" <br />PRECAST <br />(2) D4.5 WIRE <br />12) No. 3 <br />6054 <br />10000 <br />8442 <br />10000 <br />4'-7' <br />2'-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 />S-9' <br />2'-8" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />4897 <br />10000 <br />6836 <br />100w <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 />W-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'-U' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />4569 <br />4569 <br />2302 <br />4235 <br />T-8" <br />64' <br />6'-0' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.4 <br />3338 <br />3338 <br />1640 <br />3122 <br />81-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />2158 <br />2158 <br />936 <br />2036 <br />LINTEL PLAN <br />O O <br />UNIT'1871' - 1ST FLOOR PLAN <br />1 /8" = 1'-0" <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 BARPDErAIL'DA: <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 />05 1 U 1 L <br />SOLID <br />#5(2)U(1)L <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 />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'-7' <br />2'-10" <br />2'-6" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />1473 <br />1668 <br />1668 <br />1376 <br />1376 <br />4'-4" <br />3'-0' <br />2'-8" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />1367 <br />1553 <br />1553 <br />1284 <br />1284 <br />4'-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 />4'4' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />864 <br />995 <br />995 <br />831 <br />831 <br />6'-&' <br />64' <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 />74' <br />6'-4" <br />64' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />542 <br />669 <br />669 <br />462 <br />537 <br />914" <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 />..; <br />Aj L J. <br />DETAIL 'IDA" DETAIL "DB" DETAIL "DC' DETAIL "DD" <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />8L'x241' RECESS DOOR HEADER <br />TOTAL <br />LENGTH <br />CLEAR <br />SPAN <br />DOOR <br />SIZE <br />UNTEL TYPE <br />UNTEL STEEL TOP <br />WIRE/ BAR <br />LINTEL STEEL <br />BOTTOM BAR <br />GRAVITY SAFE LOAD <br />UPLIFT SAFE LOAD <br />SOLID <br />#5(1)U(0)L <br />SOLID <br />#5(1)U(1)L <br />SOLID <br />#5 1)U(0)LL <br />SOLID <br />#5(2)U(1)L <br />DETAIL'DO' <br />DETAIL'DP' <br />DETAIL'DU &'DP' <br />DErAIL'DQ' <br />3'-8" <br />74' <br />2'-0' <br />PRECAST <br />(2) 04.5 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'-7' <br />7-10" <br />7-6" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />6796 <br />10000 <br />9505 <br />10000 <br />4'4' <br />3'-0' <br />2'-8" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />6149 <br />10000 <br />8604 <br />10000 <br />4'$" <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 />51-9" <br />4'-4" <br />X-9' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />3077 <br />10000 <br />4325 <br />10000 <br />6'-g" <br />54' <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 />6-0' <br />PRECAST <br />(2) 04.5 WIRE <br />(2) No. 4 <br />2693 <br />4979 <br />2069 <br />4671 <br />91-8" <br />8'4" <br />1 8'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.4 <br />1552 <br />2996 <br />1183 <br />2844 <br />• , , <br />TYPE DESIGNATION <br />P _ RM L NTEL/ IBWRTITY W #5 BAR AT <br />S SuLn LDrTM I LINER LbM CAVTrY <br />[8x16-P-IL/IIU] <br />O ,mNL YIBTHJJ ` "KITTY IF 15 BM AT <br />-' <br />NXNAL HEW UPPER LBM CAVITY <br />• <br />DETAIL "DL" <br />DETAIL "DM" <br />DETAIL "DN" <br />DETAIL "DO" DETAIL "DP" DETAIL "DQ" <br />TYPE DESIGNATION <br />P - PL#M UNTEL/ BIIANTITY OF #5 BAR AT <br />S - SMM L.BLTEL I DYER L91TE1. CAVITY <br />[8x16-P-IL/IU] <br />143111 L VIDTHJ LOWQITY w #5 BAR AT <br />IQ.#IL maw UM LBRIEL CAM <br />TYPE DESIGNATION <br />P - PLAIN LINTEL/ �I QUANTITY OF #5 BAR AT <br />5-SOLID UNTEL I F LOWER UNTEL CAVITY <br />[I8x16-P-1 L/1 U] <br />NOMINAL WIDTH <br />L QUANTITY OF #5 BAR AT <br />NOMINAL HEIGHT UPPER LINTEL CAVITY <br />SAFE WORKING LATERAL LOADS (PLF) <br />8" X 8" LINTELS <br />Total <br />Length <br />Type <br />vmk l <br />PLAIN <br />am" <br />SOLID <br />7-10" <br />Precast <br />2082 <br />9235 <br />3'4' <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 />5'-4" <br />Precast <br />663 <br />1940 <br />5'-10" <br />Precast <br />583 <br />1624 <br />6'-6" <br />Precast <br />486 <br />1396 <br />7-6" <br />Precast <br />403 <br />1134 <br />7-8" <br />Precast <br />392 <br />1100 <br />8'-0' <br />Precast <br />363 <br />1037 <br />8'-4. <br />Precast <br />318 <br />981 <br />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 />1 651 <br />12'-0" <br />Precast <br />111 <br />593 <br />Precast <br />98 <br />544 <br />Precast <br />82 <br />I 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 />174' <br />Prestressed <br />N.R. <br />257 <br />19'-4" <br />Prestressed <br />N.R. <br />184 <br />20'-0' <br />Prestressed <br />N.R. <br />167 <br />21' 4" <br />Prestressed <br />N.R. <br />138 <br />27-9' <br />Prestressed <br />N.R. <br />127 <br />24'-0' <br />Prestressed <br />N.R. <br />100 <br />N.R. = Not Recommended <br />Tn <br />~ U <br />w <br />w <br />w Q <br />=1 2 <br />LI- <br />W <br />= <br />La <br />N <br />k <br />It U O-L�~d' <br />W Z U <br />•� <br />,. <br />i <br />"a. <br />CD <br />4 <br />00 <br />oo� <br />Q-z <br />4�u <br />�` p`y " <br />•< <br />Q♦-JZ <br />♦_ W <br />H Z Q <br />, 3�1 Lam] t { <br />t ` <br />�: /i, <br />.0 <br />lw <br />IL ILL Z) 13 <br />_ W <br />ir- <br />O w <br />�` L' <br />H <br />W Z~ZO <br />OQ <br />w <br />H <br />0 <br />Tn <br />H <br />- w <br />F=- <br />Q <br />0 LO E <br />W> <br />W <br />c 1 0 <br />M <br />TINT M <br />J.Z <br />0 2 <br />QOQ <br />O LL g Q <br />7W L cO E ^ 5 <br />rz,w <br />LLJ Wr <br />V w <br />wF- ICJ Of zw Z <br />-1 0 Ix U- 000 <br />11. <br />Q Q V <br />f- <br />QM <br />:ao Zu-LL�Z2001-a¢ <br />CYWHOZOwoomzz <br />J0 <br />Q Z <br />-<MOWWWF-WLLOWOOft <br />W OUJ <br />H <br />W 0 Q <br />Q O <br />O� 0 8 C) <br />tLQ O <br />�Qal <br />O <br />O <br />N <br />z <br />O� <br />> (q O <br />0E--(MO <br />Q (n Or) <br />L <br />Q W << Lq <br />M <br />r <br />QV000 <br />Z <br />W <br />W <br />JC:) <br />J <br />N <br />to <br />°° <br />O <br />O <br />6 <br />6 <br />N <br />O <br />0 <br />00 <br />N <br />> <br />Z <br />Z <br />Z 2 <br />w <br />O W (/3 <br />Lu <br />O <br />Uo <br />o <br />r� <br />Q <br />�Of_2 <br />a <br />r11 <br />V <br />ZIXF- <br />Q <br />=m0Z <br />� <br />ui <br />Z > W <br />}it2 <br />T11 <br />M Z W <br />Z Z LL <br />� <br />O <br />W 000a}w <br />Q T� <br />Z <br />iz Z <br />O <br />Z <br />U <br />a <br />0U� <br />O <br />z <br />Z <br />S12-1871 <br />v <br />W <br />o <br />N <br />T-- <br />LAST PLOT DATE <br />> <br />Apr. 3, 18 <br />Z <br />O <br />STRUCTURAL <br />J <br />I DETAILS <br />
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