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36053 Stable Wilk Ave
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Last modified
3/3/2025 7:56:50 PM
Creation date
2/19/2025 9:57:12 AM
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Building Plans
Street #
36053
Location
Stable Wilk Ave
Contractor
Lennar Home
Building Plans - Permit #
18696
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--- - LL 1 11 ❑ ..I II I If T. II 1 SL.lI I --LL I1--._ .I 1_--.--- <br />.1 1"I j1n I- -- --N <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 />UNTEL 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)#SU <br />(0)#5L (1)#5U <br />(i)#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 />1.4. <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 />Y-7' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />1566 <br />2859 <br />2859 <br />2772 <br />2772 <br />N-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 />6-4" <br />4'-0' <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />1727 <br />2013 <br />2013 <br />2000 <br />2000 <br />5'-10' <br />4'4' <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />964 <br />1 1636 <br />1636 <br />1712 <br />1712 <br />C-6" <br />5'-7' <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />796 <br />1 1454 <br />1454 <br />1435 <br />1435 <br />7-6" <br />6'-7' <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />639 <br />1 1167 <br />1167 <br />1152 <br />1152 <br />T-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 />6-al <br />6'-8" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />581 <br />1062 <br />1062 <br />1048 <br />1048 <br />8'-4" <br />7-0" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />548 <br />1001 <br />1001 <br />979 <br />988 <br />9'4" <br />8'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />467 <br />853 <br />853 <br />759 <br />843 <br />19-6" <br />9'-7' <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />398 <br />727 <br />727 <br />582 <br />718 <br />1114, <br />101-0" <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'-2' <br />PRECAST <br />(2) No.3 <br />2 No. 5 <br />312 <br />1 570 <br />570 <br />391 <br />570 <br />13'4' <br />1Z-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'-g" <br />13'-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 />1514" <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 />1914" <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 />W-0" <br />18'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />256 <br />256 <br />188 <br />262 <br />2 No. <br />N.R. <br />21'-4" <br />29-C' <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 />29-S' <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) 7/16 strand + <br />24'-0" <br />22'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) No. <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 -SOLID <br />UNTHJ rrI QUANTITY OF #5 BAR AT <br />S -SOLID UNTEL -1 1 LOWER UNTEL CAVITY <br />[I8x1 I6-P-]L/1IU] <br />NOMINAL NIDTHJ J `QUANTITY Of #5 BAR AT <br />NOMINAL HEIGHT UPPER UNTIL CAVITY <br />REINFORCING SCHEDULE & LOAD CAPACITIES <br />SAFE WORKING LOADS (PLF) <br />8" X 16" COMPOSITE LINTELS <br />UNTEL <br />CLEAR <br />LINTEL TYPE <br />UNTEL STEEL TOP <br />UNTEL 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)#SL (1) #5U <br />DETAIL'H' <br />DETAIL'J' <br />DETAIL'H' &'J' <br />DETAIL'K' <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) 04.5 WIRE <br />2 No. 3 <br />10000 <br />10000 <br />10000 <br />10000 <br />4-0" <br />2'-S" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />9550 <br />10000 <br />10000 <br />10000 <br />4'-6" <br />3'-7' <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />7207 <br />10000 <br />9863 <br />10000 <br />4'4' <br />3'4' <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />6614 <br />10000 <br />9053 <br />10000 <br />5'4" <br />4'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />4843 <br />6687 <br />6635 <br />7320 <br />5'-10" <br />44' <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 />7'4' <br />6'-4" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />3071 <br />3071 <br />2916 <br />3049 <br />81-0" <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 />9'-4" <br />8'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />2153 <br />2153 <br />1881 <br />2139 <br />10'-6" <br />9'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />1777 <br />1777 <br />1448 <br />1766 <br />11'-4" <br />101-0" <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'-7' <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />1354 <br />1354 <br />981 <br />1354 <br />13'-4" <br />12'-0" <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />1232 <br />1232 <br />849 <br />1232 <br />14'-0" <br />12'-8" <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />1149 <br />1149 <br />760 <br />1149 <br />14'Z' <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 />15-4" <br />1*-a, <br />PRESTRESSED <br />(2) No.3 <br />(2) 7/16strand + <br />1291 <br />1291 <br />775 <br />1270 <br />(2) No.4 <br />1 T-4" <br />16' (Y' <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand +(2) <br />993 <br />993 <br />600 <br />1084 <br />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'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />961 <br />961 <br />446 <br />872 <br />2 No.5 <br />21 '4' <br />20'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />834 <br />834 <br />390 <br />763 <br />2 No.5 <br />22'-0" <br />20'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />720 <br />720 <br />366 <br />716 <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 />642 <br />642 <br />306 <br />599 <br />:x : f. <br />DETAIL "H" DETAIL '7" DETAIL "K" <br />TYPE DESIGNATION <br />P - PLAN UNTEL/ <br />r QUANTITY OF #5 BAR AT <br />S-SOLD UNTEL -1 <br />I LOWER UNTEL CAVITY <br />[8xl6-P-1 L/1IU] <br />j <br />NOMINAL WIDTH <br />NOMINAL HEIGHT <br />` QUANTITY OF #5 BAR <br />UPPER UNTEL CAVITY <br />CHARTS FROM QUALITY PRECAST COMPANY <br />COMMERCIAL CONCRETE PRODUCTS, INC <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />8"x12" 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 />UNTEL 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) LL <br />SOLID <br />#5 (2) U (1) L <br />DETAIL'DE <br />DETAIL'DF <br />DETAIL'DE' &'DP <br />DETAIL'DG' <br />3'4r <br />2'4" <br />Z-(r <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />3764 <br />6455 <br />5637 <br />5637 <br />N-0" <br />2'.8" <br />2'-4" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />2970 <br />4965 <br />4401 <br />4401 <br />N-T <br />7-10" <br />2'-6" <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 />4'-8" <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 />5'4r <br />N41 <br />N-al <br />PRECAST <br />(21 D4.5 WIRE <br />(21 No. 3 <br />1193 <br />2290 <br />2085 <br />2085 <br />6'-F <br />51-4" <br />51-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />1764 <br />1763 <br />1578 <br />1578 <br />74r <br />e-4" <br />6'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />1409 <br />1409 <br />1188 <br />1267 <br />91-8" <br />64' 1 <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 -SOLID <br />UNTEL/QUANTITY OF #5 BAR AT <br />S -SOLID UNTEL -1 I LOWER UNTEL CAVITY <br />[I8x1 I6-P-1 L/1 U] <br />NOMINAL WIDTH] J L QUANTITY OF #5 BAR AT <br />NOMINAL HEIGHT UPPER UNTEL CAVITY <br />DETAIL "DE" DETAIL "DF" DETAIL "DG" <br />REINFORCING SCHEDULE & LOAD CAPACITIES <br />SAFE WORKING LOADS (PLF) <br />8" X 12" COMPOSITE LINTELS <br />LINFEL <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)#SL (1)#5U <br />(1)#5L (1)#5U <br />(0) #5L (1) #5U(1)#SL <br />(2)#5U <br />DETAIL'E' <br />DETAIL'F' <br />ETAIL' ' &'F' <br />DETAIL'E' &'F' <br />DETAIL'G' <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'-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'-6" <br />3'-7' <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />5104 <br />5671 <br />6345 <br />6345 <br />N-8" <br />3'-4" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />4683 <br />5137 <br />5717 <br />5717 <br />5'-4" <br />4'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />3428 <br />3727 <br />4091 <br />4091 <br />5'-Hr <br />41-6" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />2787 <br />3088 <br />3369 <br />3369 <br />6'-6" <br />5-7' <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />2560 <br />2560 <br />2723 <br />2723 <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 />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 />V-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 />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 />101$" <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />992 <br />992 <br />751 <br />1035 <br />12'-6" <br />11'-7' <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 />17-91 <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />804 <br />804 <br />529 <br />838 <br />1N-8" <br />13'4' <br />PRESTRESSED <br />(2) No.3 <br />(2) 7116strand+ <br />1207 <br />1207 <br />605 <br />938 <br />2 No.4 <br />15'-4" <br />14'4" <br />PRESTRESSED <br />(2) No.3 <br />(2) 7/16 strand + <br />1095 <br />1095 <br />551 <br />887 <br />2 No.4 <br />i74' <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 />19'-4" <br />181-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />655 <br />655 <br />340 <br />645 <br />(2) No. 5 <br />20'4Y' <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.S <br />21'-4" <br />20'4" <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'-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 />(2) 7/16 strand + <br />24'-0" <br />27-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) No. S <br />399 <br />399 <br />217 <br />412 <br />TYPE DESIGNATION <br />P - PLAIN UNTEL/ QUANTITY Of #5 BAR AT <br />S-SOUD LINTEL. I I LOWER UNTEL CAVITY <br />[8x1 6-P-1 L/1IU] <br />NOMINAL WIDTH J ` QUANTITY OF #5 BAR AT <br />NOMINAL HEIGHT UPPER UNTEL CAVITY <br />DETAIL "E" DETAIL "F" 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)#5L (1)#5U <br />(1)#5L (1)#5U <br />(0)#5L (1)#5U <br />(1)#5L (2)#5U <br />DETAIL'U <br />DETAIL 'M' <br />(1)#5L (1)#5U <br />DETAIL'N' <br />DETAIL V &'M' <br />7-10" <br />1'-6. <br />PRECAST <br />2 D4.5 WIRE <br />2 No. 3 <br />10000 <br />10000 <br />10000 <br />10000 <br />3'-6" <br />7-7' <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'-b" <br />3'-7' <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 />5'-4" <br />4'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />6261 <br />10000 <br />8605 <br />10000 <br />5'-10" <br />4'-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'-7' <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />4693 <br />4693 <br />3976 <br />4661 <br />74r <br />6'-4" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />4456 <br />4456 <br />3785 <br />4427 <br />6-0" <br />61-8" <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'-7' <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />2384 <br />2384 <br />1884 <br />2371 <br />11'-V <br />101-0" <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 />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 />12'4" <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />1605 <br />1605 <br />1107 <br />1605 <br />l f-g' <br />12'-8" <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />1490 <br />1490 <br />992 <br />1490 <br />14'-8" <br />13'4' <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />1948 <br />1948 <br />1093 <br />1591 <br />(2) No. 4 <br />164' <br />14'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />1774 <br />1774 <br />996 <br />1494 <br />2 No. <br />174' <br />16'4T" <br />PRESTRESSED <br />(2) No.3 <br />(2) 7/16strand + <br />1368 <br />1368 <br />771 <br />1264 <br />2) No. 4 <br />19'-4" <br />18'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 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 + <br />1008 <br />1008 <br />573 <br />1048 <br />2 No.5 <br />21'-4" <br />29-a' <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />877 <br />877 <br />501 <br />966 <br />(2) No. 5 <br />22'-0" <br />20'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />850 <br />850 <br />471 <br />923 <br />2 No.5 <br />(2) 7/16 strand + <br />F2*; <br />22'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) No. 5 <br />740 <br />740 <br />393 <br />772 <br />TYPE DESIGNATION <br />P - PLAIN UNTEL/ r QUANMY OF #5 BAR AT <br />S-SOLID UNTEL I LOWER UNTEL CAVITY <br />[8x1 6-P-1 L/1 U] <br />NOMINALWIDTH] J `QUANTITY Of #5 BAR AT <br />NOMINAL HEIGHT UPPER LINTEL CAVITY <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />8"xl 6" RECESS DOOR HEADER <br />TOTAL <br />LENGTH <br />CLEAR <br />SPAN <br />DOOR <br />SIZE <br />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 />SOLD <br />#5(1)U(0)LL <br />SOLID <br />#5(2)U(1)L <br />DETAIL'DH' <br />DETAIL'DJ' <br />DETAIL'DH' &'DJ' <br />DETAIL'DK' <br />3'-8" <br />7-r <br />z-al <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />5713 <br />10000 <br />10000 <br />10000 <br />4'-0" <br />2'4" <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 />7-10" <br />2'-6" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />4D32 <br />10000 <br />8687 <br />9503 <br />N-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 />N-8" <br />31-4" <br />3'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />2990 <br />7025 <br />6382 <br />6382 <br />51-8" <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 />54' <br />51-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.4 <br />2976 <br />2976 <br />2676 <br />2737 <br />7'4r <br />6'-4" <br />6'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.4 <br />2292 <br />2292 <br />1918 <br />2121 <br />9'4r <br />8'4" <br />81-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />1563 <br />1563 <br />1113 <br />1455 <br />DETAIL "DH" DETAIL "D7" DETAIL "DK" <br />TYPE DESIGNATION <br />P - PLAIN LINTEL/ -7 T' QUANTITY OF #5 BAR AT <br />S-SOLID UNTEL I I LOWER LINTEL CAVITY <br />[8x1I6-P-1L/1IU] <br />NOMINAL WIDTH J `QUANTITY OF #5 BAR AT <br />NOMINAL HEIGHT UPPER LINTEL CAVITY <br />GENERAL NOTES: <br />1.) CODES <br />1.1 FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL SECTIONS <br />R402.2 & R606. <br />1.2 FLORIDA BUILDING CODE 5TH EDITION (2014) 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 - 3000ps) 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 ks) <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 />II II <br />3000 PSI GROUT <br />TOP LEG BARS: <br />(PLACED IN FIELD)f2" <br />(SEE SCHEDULE) <br />2" <br />OPLANUS � D <br />-R <br />STRUCTURAL <br />'STIRRUPS AT 4'-0"cc <br />00 <br />B`o <br />M <br />OR WELDED) <br />LLn <br />TOM BARS <br />SCHEDULE <br />NOTES: <br />1. MINIMUM COVERAGE OF STEEL - 1.5" <br />2. MIN. BEARING REQUIRED AT EA. END - 4" <br />3. STANDARD FOR REINF. STEEL - ASTM A615 <br />TYPICAL LINTEL SECTION <br />PRECAST CONCRETE <br />3000 PSI GROUT <br />(PLACED IN FIELD) <br />2" 2" <br />-ago <br />11 M <br />7 5/8" <br />TOP LEG BARS: <br />(SEE SCHEDULE) <br />- (1) #5 CONTINUOUS REG-D. <br />PER STRUCTURAL PLAN <br />7/37' STIRRUPS AT 4'-0" cc <br />(TIED OR WELDED) <br />BOTTOM BARS <br />SEE SCHEDULE <br />BEARING OF 8 (WITH A MINIMUM ACCEPTABLE BEARING OF 4 NOTES: <br />PER FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL SECTION 1. MINIMUM COVERAGE OF STEEL - 1.5" <br />R606.14 OR FLORIDA BUILDING CODE 5TH EDITION (2014) BUILDING 2. MIN. BEARING REQUIRED AT EA. END - 4" <br />SECTION 2104.1.5 3. STANDARD FOR REINF. STEEL - ASTM A615 <br />4.2 DESIGNER <br />LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND TYPICAL RECESS LINTEL SECTION <br />SHEAR AT d DISTANCE AREGREATER <br />AWAY FROM THE FACE OF THE SUPPORT PRECAST CONCRETE <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 />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)#51. (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 />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'-7' <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />10000 <br />10000 <br />10000 <br />10000 <br />4-9' <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'-7' <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 />514" <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 />61-6" <br />5'-7' <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 />74' <br />6'-4" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />5967 <br />6199 <br />4657 <br />6477 <br />81-0" <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'-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 />124" <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 />11'-2' <br />PRECAST <br />(2) No. 3 <br />2 No.5 <br />2269 <br />2269 <br />1577 <br />2269 <br />13'-4" <br />12'-0" <br />PRECAST <br />(2) No. 3 <br />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) 7/16 strand + <br />2413 <br />2413 <br />ILLS <br />1974 <br />(2) No. 4 <br />164' <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 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) 7/16 strand + <br />1348 <br />1348 <br />753 <br />1330 <br />(2) No.5 <br />20'-0' <br />18'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />1254 <br />1254 <br />702 <br />1271 <br />2) No. 5 <br />21'4" <br />20'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />1092 <br />1092 <br />614 <br />1167 <br />2 No.5 <br />22'-0" <br />20'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />1023 <br />1023 <br />576 <br />1121 <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 />898 <br />898 <br />481 <br />947 <br />TYPE DESIGNATION <br />P - PLAIN UNTEL/ QUANTITY OF #5 BAR AT <br />S-SOLD UNTEL LOWER UNTEL. CAVITY <br />[I8x1 6-P-1L/1IU] <br />NOMINAL WIDTH) J `QUANTITY OF #5 BAR AT <br />NOMINAL HEIGHT UPPER UNTEL 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 />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)LL <br />SOLID <br />#5(2)U(1)L <br />DETAIL'DL' <br />DETAIL'DM' <br />DETAIL'DL' &'DM' <br />DETAIL'DN' <br />31-8" <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%U' <br />2'-8" <br />2'4" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />6054 <br />10000 <br />8442 <br />10000 <br />4'4' <br />2'-1W <br />2'-6" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) N0.3 <br />5413 <br />10000 <br />7552 <br />10000 <br />4'-4" <br />3'-0" <br />2'-8" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />4897 <br />10000 <br />6836 <br />10000 <br />4' 8" <br />3'4" <br />3'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />4017 <br />10000 <br />5613 <br />10000 <br />51-9" <br />4'4" <br />4'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />2448 <br />7050 <br />3434 <br />6540 <br />6'-8" <br />54" <br />51-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />4569 <br />4569 <br />2302 <br />4235 <br />7'-8" <br />6'4" <br />61-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.4 <br />3338 <br />3338 <br />1640 <br />3122 <br />91-8" <br />8'-4" <br />V-91 <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.4 <br />2158 <br />2158 <br />936 <br />2036 <br />DETAIL "DL" DETAIL "DM" DETAIL "DN" <br />TYPE DESIGNATION <br />P - PLABI LBITEL/ RANTITY ff ✓q BAR AT <br />S - = LNU rL11M LINTEL CAVITY <br />[8x1I6-P-IL/IIU] <br />IUmIAL WITH]J `-gMN m IF #5 BAR AT <br />MOO NOW UPPER UNIFL CAVITY <br />0 0 0 <br />UNIT '2386' - 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 />UNTEL 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 />SO <br />#5 <br />#5) U U (Oj L 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'-.U' <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 />2'4' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />1473 <br />1668 <br />1668 <br />1376 <br />1376 <br />4'4' <br />3'-0" <br />2'-8" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />1367 <br />1553 <br />1553 <br />1284 <br />1284 <br />4'-8" <br />3'4" <br />3'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />1194 <br />1363 <br />1363 <br />1131 <br />1131 <br />5'-8" <br />4'4' <br />4'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />864 <br />995 <br />995 <br />831 <br />831 <br />6-8" <br />5'4" <br />5'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />662 <br />816 <br />816 <br />650 <br />654 <br />7'-8" <br />64' <br />6'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.4 <br />542 <br />669 <br />669 <br />462 <br />537 <br />91-8" <br />8'-4" <br />81-01 <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />396 <br />489 <br />489 <br />261 <br />393 <br />n AT1 IInAII nrr AT. 11-. n T. nn/`n n T. Ilnnll <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 />SOLD <br />#5(1)U(0)L <br />SOLID <br />#5(1)U(1)L <br />SOLID <br />##S11UU0LL <br />SOLID <br />#5(2)U(1)L <br />DETAIL'DO' <br />DETAIL'DP' <br />DETAIL'W &'DP' <br />DETAIL'DQ' <br />3'-8" <br />7 " <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'-W <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 />2'-10 <br />2'-6" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />6796 <br />10000 <br />9505 <br />10000 <br />4'47' <br />3'-0" <br />2'-8" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />6149 <br />10000 <br />8604 <br />10000 <br />4'-8" <br />3.4. <br />314" <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-T <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.4 <br />3765 <br />7387 <br />2901 <br />6831 <br />7-8" <br />6-4" <br />6'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.4 <br />2693 <br />4979 <br />2069 <br />4671 <br />91-8" <br />8'-4" <br />8'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.4 <br />1M2 <br />1 2996 <br />1 1183 <br />2844 <br />TYPE DESIGNATION <br />P - PLAIN LWIE1J rUNTITY IF #5 BAR AT <br />RR S - San UE. -1 I UM OM CAVITY <br />[8x1I6-P-IL/IU] <br />AL 10111VmTHJ `BIYNIITI' IF #5 BAR IT <br />WOK HEM UPPER U WEL CAVITY <br />TYPE DESIGNATION <br />P-PLAIN UNTEL/ QUANTIT <br />Y OF #5 BAR AT <br />S-SOLD UNTEL -1 I LOWER UNTEL CAVITY <br />[8xl I6-P-1 L/1IU] <br />N.M. WIDTH) <br />J ` QUANTHY OF 15 BAR AT <br />NOMINAL HHGM UPPER UNTEL CAVITY <br />SAFE WORKING LATERAL LOADS (PLF) <br />8" X 8" LINTELS <br />Total Length <br />Type <br />LAIN <br />OLID <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 />W4' <br />Precast <br />858 <br />2635 <br />4$" <br />Precast <br />810 <br />2459 <br />514, <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 />81-0" <br />Precast <br />363 <br />1037 <br />8'4" <br />Precast <br />318 <br />981 <br />914, <br />Precast <br />222 <br />772 <br />101-6" <br />Precast <br />156 <br />600 <br />II'41 <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'-V <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 />151-4" <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 />21'4' <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 />W <br />p Z <br />a <br />LL <br />U) <br />o <br />5 0 <br />H <br />N <br />w 0 w <br />QUO <br />Ow <br />gQ <br />L) <br />WZ_W <br />� J <br />W Q <br />NW <br />m CO .. <br />O <br />co <br />Q <br />=ONZ <br />0Z, <br />LIB <br />Q F- Wp <br />P; <br />F-Z _ <br />F- <br />�a'. <br />1 <br />Q <br />W <br />} Z != <br />T. 1�� <br />n <br />K <br />Z <br />W <br />F- O W W <br />-' <br />>` <br />W p F- O <br />UZ'nU <br />QWO.. <br />mZ=Z <br />•,' <br />I-- <br />• <br />tk:.... <br />-W <br />W CO F- <br />F- <br />W LOh E <br />W •= '0 11 U <br />7 M cal <br />in V -Q -a a0 m M <br />A� O w <br />W D <br />i ch <br />_ Q$ <br />0 LL $ Q <br />�nVn`) w QN c <br />L E <br />7W Q m <br />V ^ a u <br />�C-' <br />III/`) <br />W W W <br />w <br />W~w <br />w QM Z <br />QY° <br />W:D LLOJO <br />3 V13L <br />(n0' <br />CY- <br />zwo9zzw�o'°wOOm v <br />O <br />z <br />wzww-�Q� <br />°2 <br />F- 0�zQOzO2Oa <br />�Wu-aQ <br />�0W9 <br />O=OQQQ <br />LL O <br />�z <br />LL <br />>j <br />0 <br />Z W <br />O F- <br />/ U) q <br />M <br />Q u) (M P- <br />ti <br />I-w�M <br />Q Q 00 <br />Z CU F- <br />w <br />W <br />J0 <br />0 <br />co <br />O <br />04 <br />1 <br />N <br />0 <br />i2 <br />L <br />C) <br />O <br />uw) <br />O <br />Z Z <br />Z 0 <br />cLu-Q <br />wWfq <br />(Wjoro <br />Q <br />>_ <br />Lu <br />O12=Q <br />W <br />U. <br />Z <br />W F- <br />F- <br />oD O Q <br />Q <br />[=�F-=Z <br />v <br />Z 3 J <br />Z <br />rn <br />Vw <br />0 <br />M Z IX <br />a. <br />Z Z <br />W 00 <br />Og2<W <br />O <br />Q M <br />U <br />L0 z z <br />z N <br />� <br />z <br />U <br />v <br />O <br />a. <br />m <br />i< <br />of <br />Ir <br />S 12-2386 <br />N <br />(Y) <br />LAST PLOT DATE <br />May. 23, 17 <br />O <br />STRUCTURAL <br />J <br />i <br />DETAILS <br />
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