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36041 Stable Wilk Ave
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Last modified
3/21/2025 8:04:06 AM
Creation date
2/19/2025 9:01:23 AM
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Building Plans
Street #
36041
Location
Stable Wilk Ave
Contractor
Lennar Homes
Building Plans - Permit #
18697
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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)#5L (1)#5U <br />(1)#5L (1)#51.1 <br />(0)#5L (1)#5U <br />(1)#5L (2)#5U <br />DEFAIL'A' <br />DETAIL'S' <br />DETAIL'C' <br />(1)#5L(1)45U <br />DETAiL'D' <br />DEFAIL'B' &'C' <br />2'-10" <br />V-6" <br />PRECAST <br />2 D4.5 WIRE <br />2 No. 3 <br />6740E22859 <br />9462 <br />10000 <br />10000 <br />3'-6" <br />2'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />29125318 <br />5114 <br />5114 <br />4'-0' <br />2'-g' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />20383722 <br />3598 <br />3598 <br />4'-6" <br />3'-Z' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />15662859 <br />2772 <br />2772 <br />4'4' <br />3'-4" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />14532654 <br />2574 <br />2574 <br />54' <br />4-9' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />11272013 <br />2000 <br />2000 <br />5' 19, <br />4'4" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />964 <br />1636 <br />1636 <br />1712 <br />1712 <br />6-6" <br />5' 2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />796 <br />1 1454 <br />1454 <br />1435 <br />1435 <br />7-6" <br />6'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />639 <br />1167 <br />1167 <br />1152 <br />1152 <br />7-8" <br />6'-4' <br />PRECAST <br />(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 />8'-4" <br />7-9- <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.4 <br />548 <br />1001 <br />1001 <br />979 <br />988 <br />9'-4" <br />8'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />467 <br />853 <br />853 <br />759 <br />843 <br />10'4" <br />9'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />398 <br />727 <br />1 727 <br />582 <br />718 <br />11'4' <br />19-0" <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'-8" <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />329 <br />602 <br />602 <br />430 <br />602 <br />12'4" <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 />14-9' <br />12'-8" <br />PRECAST <br />(2) No.3 <br />(2) No.5 <br />270 <br />449 <br />449 <br />286 <br />451 <br />14'-8" <br />13'4' <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <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/i6strand + <br />N.R. <br />473 <br />473 <br />32$ <br />455 <br />(2) No. 4 <br />174' <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) 7/16 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 <br />O No. 3 <br />(2) 7/16 strand +(2) <br />219 <br />214 <br />165 <br />229 <br />No. 5 <br />N.R. <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) 7/16 strand + <br />22'-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 />IICTATI "All IICTATI "p" <br />I L�j " I <br />DETAIL "C" DETAIL I'D" <br />TYPE DESIGNATION <br />P - PLAIN LINTEL/ <br />r QUANTITY OF #5 BAR AT <br />S-SOLIDUNTEL -] <br />I LOWERLINTELCAVITY <br />[8xl 6-P-1 L/1IU] <br />H <br />NOMINAL WIDTH] <br />NOMINAL HEIGHT <br />`QUANTITY OF #5 BAR <br />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)#51L (1)#5U <br />(0)#5L (1)#5U <br />(i)#5L (2)#5U <br />(1)#5L (1)#5U <br />DETAIL'H' <br />DETAIL']' <br />DETAIL'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 />W-O" <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 />54' <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 />6'-4" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />3071 <br />3071 <br />2916 <br />3049 <br />8'-0" <br />6'-8" <br />PRECAST <br />(2) D4.5 WIRE <br />2) No. 4 <br />2831 <br />2831 <br />2651 <br />2811 <br />64' <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 />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'-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 />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 />1 149 <br />760 <br />1149 <br />14'-8" <br />13'-4" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />1419 <br />1419 <br />850 <br />1347 <br />(2) No.4 <br />154' <br />14'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 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 />19'-4" <br />18'-0" <br />PRESTRESSED <br />(2) No.3 <br />(2) 7/i6strand + <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/i6strand + <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/i6strand + <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 />IICTATI '-W" nlCTATI I'lrr IICTATI "Llr <br />TYPE DESIGNATION <br />P - PLAIN LINTEL/ r QUANTITY OF #5 BAR AT <br />S-SOUD LINTEL LOWER LINTEL CAVITY <br />[8x1 6-P-1 L/1 U] <br />NOMINAL WIDTH] <br />H L QUANTITY 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"x12'I 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 />#5 (lO <br />#5) U i U (0) L L <br />SOLID <br />#5 (2) U (1) L <br />DETAIL'DE <br />DETAIL'DF <br />DErAIL'DE' &'DF' <br />DETAIL'DG' <br />31-8" <br />2'-4" <br />2'4' <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 />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 />2'-19' <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 />Z-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 />5-8" <br />4'-4" <br />4'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />1193 <br />2290 <br />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 />7-8" <br />6'4" <br />6'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />1409 <br />1409 <br />1188 <br />1267 <br />9'-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 LINTEL/ <br />r QUANTITY OF #5 BAR AT <br />S - SOLID LINTEL <br />I LOWER LINTEL CAVITY <br />[ 8x16-P-1 L/ 1 U] <br />NOMINAL WIDTH)I <br />I <br />L QUANTITY OF III BAR <br />NOMINAL HEIGHT <br />UPPER LINTEL 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 />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 />(1)451- (1)#5U <br />DETAIL'E' <br />DETAIL'F' <br />DETAIL'E' &'F' <br />DETAIL'G' <br />2'-10" <br />114, <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 />N-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'-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 />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'-19, <br />N-6" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />2787 <br />3088 <br />3369 <br />3369 <br />6'4" <br />5'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.4 <br />2560 <br />2560 <br />2723 <br />2723 <br />7-6" <br />6-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.4 <br />1992 <br />1992 <br />2112 <br />2112 <br />7-8" <br />64' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.4 <br />1921 <br />1921 <br />2035 <br />2035 <br />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 />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'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />1186 <br />1186 <br />1014 <br />1251 <br />1 VAP <br />101-0" <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />1074 <br />1074 <br />854 <br />1121 <br />12'-0" <br />101-8" <br />PRECAST <br />(2) No.3 <br />2 No.5 <br />992 <br />992 <br />751 <br />1035 <br />12'-6" <br />11'-2" <br />PRECAST <br />(2) No.3 <br />(2) No.5 <br />937 <br />937 <br />685 <br />978 <br />13'-4" <br />12'-0" <br />PRECAST <br />(2) No.3 <br />2 No.5 <br />859 <br />859 <br />591 <br />896 <br />14'-0" <br />12'-8" <br />PRECAST <br />(2) No.3 <br />2 No.5 <br />804 <br />804 <br />529 <br />838 <br />14'-8" <br />13'-4" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />1207 <br />1207 <br />605 <br />938 <br />(2) No.4 <br />15'-4" <br />14'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 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) 7/16 strand + <br />836 <br />836 <br />426 <br />763 <br />(2) No. 4 <br />19'-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 />20'-0" <br />18'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />607 <br />607 <br />317 <br />601 <br />(2) No. 5 <br />21'-4" <br />20'-0" <br />PRESTRESSED <br />(2) No.3 <br />(2) 7/16strand + <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 />22-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) No. <br />399 <br />399 <br />217 <br />412 <br />TYPE DESIGNATION <br />P - PLAIN LINTEL/ <br />QUANTITY OF #5 BAR AT <br />S-SOLD LINTEL <br />LOWER LINTEL CAVITY <br />[I8x1I6-P-1L/1IU] <br />NOMINAL WIDTHJ I <br />`QUANTITY OF #5. <br />NOMINAL HEIGHT -I <br />UPPER LINTEL CA' <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)#SL (2)#5U <br />DETAIL'L' <br />DETAIL'M' <br />(1)#5L(1)#5U <br />DETAIL'N' <br />DETAIL'L' &'M' <br />2'-19' <br />1'4" <br />PRECAST <br />2) D4.5 WIRE <br />2 No. 3 <br />10000 <br />10000 <br />10000 <br />10000 <br />3'4' <br />2-2" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />10000 <br />10000 <br />10000 <br />10000 <br />4'-0" <br />2'-8" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />10000 <br />10000 <br />10000 <br />10000 <br />4'-6" <br />3'-2' <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.3 <br />9313 <br />10000 <br />10000 <br />10000 <br />4'-8" <br />3'-4" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />8548 <br />10000 <br />10000 <br />10000 <br />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'-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 />V-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 />914" <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 />114, <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'-8" <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />1895 <br />1895 <br />1401 <br />1895 <br />174' <br />11'-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) 7/16 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) 7/16 strand + <br />1774 <br />1774 <br />996 <br />1494 <br />(2) No.4 <br />174' <br />16'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <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 />20'-0" <br />PRESTRESSED <br />(2) No.3 <br />(2) 7/i6strand + <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 +(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 />TYPE DESIGNATION <br />P - PLAIN LINTEL/ <br />QUANTITY OF #5 BAR AT <br />S-SOLID LINTEL <br />LOWER LINTEL CAVITY <br />[8x1 6-P-1 L/11U] <br />H <br />NOMINAL WIDTH] <br />NOMINAL HEIGHT <br />`QUANTITY OF#5 BAR <br />UPPER LINTEL CAVITY <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />8TTxl6" 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)UU(0)LL <br />SOLID <br />#5(2)U(1)L <br />DETAIL'DH' <br />DETAIL'DY <br />DETAIL'DH' &'DJ' <br />DETAIL'DK' <br />N-8" <br />1 7-4" <br />2'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />5713 <br />10000 <br />10000 <br />10000 <br />N0" <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 />44' <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 />(2) 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 />54" <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 WIRE <br />(2) No, 4 <br />2292 <br />2292 <br />1918 <br />2121 <br />9'-8" <br />81-4. <br />8'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.4 <br />1563 <br />1563 <br />1113 <br />1455 <br />DETAIL "DW DETAIL I'D]" DETAIL "DK" <br />TYPE DESIGNATION <br />P - PLAIN LINTEL/ r QUANTITY OF #5 BAR AT <br />5-SOLID LINTEL I LOWER LINTEL CAVITY <br />[8x1 6-P-1 L/1IU] <br />NOMINAL WIDTH] H ` 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 - 3000psi W/ MAX. 3/8" <br />AGGREGATE, 8" TO 11" SLUMP <br />2.2 REINFORCING BARS: <br />2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF <br />FABRICATION ASTM A615 (GRADE 60) <br />2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) <br />ASTM A615 (GRADE 40). <br />2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi <br />2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. <br />2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. <br />2.6 D4.5 WIRE PER ASTM A496. <br />3.) MASONRY: <br />3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE <br />SPECIFICATION OF THE NATIONAL CONCRETE MASONRY <br />ASSOCIATION AND ACI 530-08. <br />3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. <br />3.3 MORTAR SHALL BE TYPE S. <br />4.) STRUCTURAL: <br />4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A <br />it LI <br />3000 PSI GRti�'LD <br />TOP <br />SCHEDULE) <br />(PLACED IN <br />) #5CONTIN000S REQ'D. <br />R STRUCTURAL PLAN <br />" STIRRUPS AT 4'-T cc <br />00 � OR WELDED) <br />Ln LnTOM BARS <br />SCHEDULE <br />MIN. MI . <br />7 5/8" <br />NOTES: <br />1. MINIMUM COVERAGE OF STEEL - 1.5" <br />2. MN. 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 />0 i <br />M <br />M <br />ib <br />� M <br />N <br />m <br />MIN. MIS <br />7 5/8" <br />TOP LEG BARS: <br />(SEE SCHEDULE) <br />- (1) #5 CONTINUOUS REQ'D. <br />PER STRUCTURAL PLAN <br />7/32" STIRRUPS AT 4'-0" CC <br />(TIED OR WELDED) <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 />42 <br />LOAD TABLES 6 CALCULATING MAXIMUM RESISTING MOMENT AND TYPICAL RECESS LINTEL SECTION <br />SHEAR AT d DISTANCE AWAY FROM THE FACE THE SUPPORT PRECAST CONCRETE <br />4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEARR 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)#5L (1)#5U <br />(1)#5L (2)#5U <br />DETAIL'O' <br />DETAIL'P' <br />II)#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 />3'4" <br />2'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />10000 <br />10000 <br />10000 <br />10000 <br />4-0" <br />2'-8" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />10000 <br />1 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 />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 />7-6" <br />6'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.4 <br />6266 <br />6603 <br />4891 <br />6909 <br />7-8" <br />6'-4" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />5967 <br />1 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'-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'-0" <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 />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) 7116 strand + <br />2413 <br />2413 <br />1338 <br />1974 <br />(2) No. 4 <br />15-4" <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/i6strand + <br />1698 <br />1698 <br />944 <br />1546 <br />(2) No. 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 LINTEL/ QUANTITY OF #5 BAR AT <br />S-SOLID LINTEL -1 F LOWER LINTEL CAVITY <br />[3x1I6-P-1L/1IU] <br />NOMINAL WIDTH ` <br />J QUANTITY OF #5 BAR AT <br />NOMINAL HEIGHT UPPER LIMB CAVITY <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />8"1 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 />3'-8" <br />2'-4" <br />2'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />7665 <br />10000 <br />10000 <br />10000 <br />N-0" <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 />N-2" <br />2'-10" <br />2'4' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />5413 <br />10000 <br />7552 <br />10000 <br />4'-4" <br />3'-0" <br />2'-8" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />4897 <br />10000 <br />6836 <br />10000 <br />N-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 />NA" <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 />64" <br />5-9' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.4 <br />4569 <br />4569 <br />2302 <br />4235 <br />7'-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 />91-8" <br />8'-4" <br />8'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.4 <br />2158 <br />2158 <br />936 <br />2036 <br />H O O <br />v v <br />UNIT'2386' - 1ST FLOOR PLAN <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 />##51) UU(0) LL <br />SOLID <br />#5 (2) U (1) L <br />DETAIL'DA' <br />DETAIL'DB' <br />DETAIL'DC' <br />DEFAIL'DB' &'DC' <br />DETAIL'DD' <br />3'-8" <br />2'-4" <br />2'-U' <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 />7-8" <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'-C <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />1473 <br />1668 <br />1668 <br />1376 <br />1376 <br />44' <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 />W-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 />44' <br />W-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 />F9'-8. <br />8'-4" <br />8'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />396 <br />489 <br />489 <br />261 <br />393 <br />r1CTATl 'InArL nI=rATI IIn011 IICTATI -,mrrr MCTATI rrflllrr <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />8"1 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)UU(0)LL <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 />2'-4" <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 />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'-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'-8" <br />3'-4" <br />3'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />5044 <br />10000 <br />7066 <br />1000o <br />5-8" <br />4'-4" <br />4'-O" <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 />T-8" <br />64' <br />6-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.4 <br />2693 <br />4979 <br />2069 <br />4671 <br />9'4" <br />8'-4" <br />8'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.4 <br />1552 <br />2996 <br />1183 <br />2844 <br />TYPE DESIGNATION <br />P - PLAIN LINTEL/ QUANTITY ➢F#5 BAR AT <br />S - SILIO LINTEL LIVER LINTEL CAVITY <br />�r <br />[ <br />+�+•: <br />�_+: • <br />I8x16-P-IL/1U] <br />I `QBANTm <br />NRIINAL vmrNJ t� #5 BAR AT <br />NOMINAL ��J UPPER LINTEL CAVITY 6. <br />DETAIL "DL" <br />DETAIL "DM" <br />DETAIL "DN" <br />DETAIL "DO" DETAIL "DP" DETAIL "DQ" <br />TYPE DESIGNATION <br />P - PLAIN LINTEL/ QUANTITY [IF #5 BAR AT <br />S - SMID LINTEL I LWEt LINTEL CAVITY <br />[8x1I6-P-IL/I (U] <br />10114AL VmTH] I `-QUARMY IF #5 BAR AT <br />NMINAL HE[QLT UPPER LINTEL CAVITY <br />TYPE DESIGNATION <br />P - PLAIN LINTEL/ -] 1- QUANTITY OF #5 BAR AT <br />S-SOLD LINTEL I I LOWER LINTEL CAVITY <br />[I8x1j <br />6-P-1L/11U] <br />NOMINAL WIDTHJ ` QUANTITY OF #5 BAR <br />NOMINAL HEIGHT UPPER LINTEL CAVITY <br />SAFE WORKING LATERAL LOADS (PLF) <br />8" X 8" LINTELS <br />Total <br />Length <br />Type <br />81x8" <br />PLAIN <br />81S6" <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 />W-b" <br />Precast <br />858 <br />2635 <br />4-8" <br />Precast <br />810 <br />2459 <br />54' <br />Precast <br />663 <br />1940 <br />5'-10" <br />Precast <br />583 <br />1624 <br />6-6" <br />Precast <br />486 <br />1396 <br />7-6" <br />Precast <br />403 <br />1134 <br />7'-8" <br />Precast <br />392 <br />1100 <br />8'-0" <br />Precast <br />363 <br />1037 <br />8'-4" <br />Precast <br />318 <br />981 <br />914, <br />Precast <br />222 <br />772 <br />10'-6" <br />Precast <br />156 <br />600 <br />1 V-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-B" <br />Prestressed <br />N.R. <br />417 <br />i54' <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 />� <br />= W <br />H U <br />� <br />FW-- <br />I <br />w Q <br />L L <br />Q <br />~ <br />O <br />LLu a Q <br />I <br />wow <br />Ow <br />�Q, <br />'o <br />wz JO <br />u- <br />W <br />N <br />00 <br />_ O <br />v W <br />$�(= <br />1 <br />T <br />_ ~ W <br />�jp� <br />�n >� <br />LT <br />�; <br />F <br />H O LL1 W <br />LL = <br />000 <br />ULn <br />Z <br />Q W <br />9 <br />}' <br />, <br />'30 <br />W Z=Z <br />w�2_j <br />=O�Sm <br />i=-H <br />Q <br />0 <br />� N <br />t� co <br />in v u P <br />Al i C p <br />0 o <br />0 LL-o a)Q <br />t uCi, <br />)< <br />LCli <br />W o 0;0-0 <br />Di <br />oL C6W0WoXw H-_ Iz <br />LLI �ff L� <br /><V00 0 <br />Q�-0LL <br />Joz��0ZQ <br />z,�Woom <br />TW)WwFnZzLLOZ <br />¢Z <br />- <br />Z ¢� <br />pWWwOf¢()-iawVZ�Q�zWoa <br />:3 <br />¢gwpv <br />O�QZW <br />QH <br />LL O <br />Q§QQ <br />t- LL- <br />0 <br />Z W <br />o� <br />/ vJ 0 <br />0 <br />F- M O <br /><^u)M <br />W <br />Q W Q Ln <br />z <br />a. M <br />r <br />oo <br />< <br />UQ <br />z <br />w <br />�0 <br />0 <br />r <br />N <br />I <br />N <br />1 <br />4 <br />0 <br />L <br />C) <br />O <br />Lid <br />Q <br />z z <br />Z 0 <br />i� <br />W <br />W 5; <br />Q <br />Uo�o <br />0 <br />J <br />�0�a- <br />\� <br />/ <br />Lu <br />OOw�Q <br />/_ <br />(0 <br />LL <br />z <br />H <br />Z) <br />=f- <br />w <br />co 0 <br />=Z <br />a <br />0 J <br />Z <br />(V � <br />0 <br />Z w <br />,^ <br />-ZZ <br />LL <br />W W <br />0�.7Z <br />C)a <br />M <br />UTzz <br />z N <br />=QO <br />Z <br />U <br />U <br />J <br />_b <br />a <br />Q <br />Z <br />S 12 <br />J <br />co <br />04 <br />04 <br />(Y� <br />LAST PLOT DATE <br />May. 24, 17 <br />0 <br />STRUCTURAL <br />DETAILS (L) <br />
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