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Last modified
3/25/2025 10:28:16 AM
Creation date
2/27/2025 1:10:00 PM
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Building Plans
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36539
Location
Smithfield Ln
Contractor
Lennar Homes LLC
Building Plans - Permit #
Unknown
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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)#5U <br />(0)#5L (1)#5U <br />(I)#5L (21#511 <br />DETAIL'A' <br />DETAIL'B' <br />DETAIL'C' <br />(1)#5L (I)#5U <br />DETAIL'D' <br />DETAIL'B' VC' <br />2'-19' <br />1 1'-6" <br />PRECAST <br />2 D4.5 WIRE <br />2 No. 3 <br />6740 <br />1 9462 <br />9462 <br />10000 <br />10000 <br />3'-6" <br />2'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />2912 <br />5318 <br />5318 <br />5114 <br />5114 <br />4'-0" <br />7-8" <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'-2" <br />PRECAST <br />12) D4.5 WIRE <br />2 No. 3 <br />1566 <br />2859 <br />2850 <br />2772 <br />2772 <br />4'-8" <br />3'-4" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />1453 <br />2654 <br />2654 <br />2574 <br />2574 <br />54" <br />4'4r <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />1127 <br />2013 <br />2013 <br />2C00 <br />2000 <br />5-10" <br />4'-6" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />964 <br />1636 <br />1636 <br />1712 <br />1712 <br />61-6" <br />5-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />796 <br />1454 <br />1454 <br />1435 <br />1435 <br />741 <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 />7141 <br />64" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />619 <br />1130 <br />1130 <br />1115 <br />1115 <br />81-0" <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 />894" <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 />10'-6' <br />9'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />398 <br />727 <br />727 <br />582 <br />718 <br />11'-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 />17-9" <br />10'4" <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />329 <br />602 <br />602 <br />430 <br />602 <br />174' <br />11'-2" <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />312 <br />570 <br />570 <br />391 <br />570 <br />13'-4" <br />12'-0" <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />287 <br />525 <br />525 <br />337 <br />525 <br />14'-0" <br />12'-8" <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />270 <br />449 <br />449 <br />286 <br />451 <br />14'-8" <br />13'4" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />N.R. <br />522 <br />522 <br />360 <br />499 <br />2 No. <br />15-4" <br />14'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />N.R. <br />473 <br />473 <br />328 <br />455 <br />2 No. <br />17'-4" <br />16-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />N.R. <br />357 <br />357 <br />254 <br />352 <br />2 No.4 <br />19'-4" <br />16-O" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />N.R. <br />277 <br />277 <br />202 <br />281 <br />2 No. S <br />20'-0" <br />18'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />256 <br />256 <br />188 <br />262 <br />2 No. S <br />N.R. <br />21'-4" <br />20'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />219 <br />219 <br />165 <br />229 <br />2 No. <br />N.R. <br />27-9' <br />20'-8" <br />PRESTRESSED <br />121 No. 3 <br />(2) 7116 strand + <br />203 <br />203 <br />155 <br />215 <br />2 No. S <br />N.R. <br />(2) 7116 strand + <br />24'-0" <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 />DETAIL "A" DETAIL "B" <br />DETAIL "C" DETAIL "D" <br />TYPE DESIGNATION <br />P-PI AIN IINTFI./ QUANTITY OF #5 BAR AT <br />S - SOT ID IINTFI r LOWER LINTEL CAVITY <br />[8x16-P-1 L/1 U] <br />NOMINAL W IDTHJ L QUANTITY OF 15 BAR AT <br />NOMINAL HEIGHT I UPPER LINTEL CAVITY <br />REINFORCING SCHEDULE & LOAD CAPACITIES <br />SAFE WORKING LOADS (PLF) <br />8" X 16" COMPOSITE LINTELS <br />LINTFI. <br />CLEAR <br />LINTEL TYPE <br />LINTEL STEEL TOP <br />LINTEL STEEL <br />GRAVITY <br />GRAVITY <br />UPLIFT <br />UPLIFT <br />LENGTH <br />SPAN <br />WIRE / BAR <br />BOTTOM BAR <br />CAPACITY <br />CAPACITY <br />CAPACITY <br />CAPACITY <br />(0)#51. (1)#5U <br />(0)#5L (I)#5U <br />(1)#51 (I)#SU <br />(1)#5L (2)#5U <br />(1)#5L (1)#5U <br />DETAIL'H' <br />DETAIIJ' <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 />7-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />10000 <br />10000 <br />10000 <br />10000 <br />4'-0" <br />7-8" <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 />1 7320 <br />5'-10" <br />4'-6" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />3940 <br />5211 <br />5402 <br />5641 <br />6'-6" <br />5'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />4350 <br />4350 <br />4225 <br />4314 <br />7-6" <br />6-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />3206 <br />3206 <br />3063 <br />3183 <br />T 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 />8'4" <br />7'-0" <br />PRECAST <br />I2 I D4.5 WIRE <br />2 No.4 <br />2625 <br />2625 <br />2421 <br />2607 <br />9''4" <br />8'-0" <br />PRECAST <br />12)D4.5WIRE <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 />l No. 5 <br />1568 <br />1568 <br />1222 <br />1568 <br />12'-0" <br />10'4" <br />PRECAST <br />12) No. 3 <br />2 No. 5 <br />1439 <br />1439 <br />1075 <br />1439 <br />174' <br />1 F-2" <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />1354 <br />1354 <br />981 <br />1354 <br />13'4l <br />17-0" <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />1232 <br />1232 <br />849 <br />1232 <br />14'-0" <br />12'4" <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />1149 <br />1149 <br />760 <br />1149 <br />14'-8•' <br />13'-4" <br />PRESTRESSED <br />(2) No.3 <br />(2) 7/I6strand + <br />1419 <br />1419 <br />850 <br />1347 <br />2 No.4 <br />164' <br />14'-0" <br />PRESTRESSED <br />(2) No.3 <br />(2) 7116 strand + <br />1291 <br />1291 <br />/75 <br />1270 <br />2 No. <br />17'-4" <br />I6-9' <br />PRESTRESSED <br />(2) No.3 <br />(2) 7/16strand + <br />993 <br />993 <br />600 <br />1084 <br />2 No. <br />19'-4" <br />18'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />1035 <br />1035 <br />478 <br />936 <br />2 No. <br />20'-Er' <br />18'-8" <br />PRESTRESSED <br />(2) No.3 <br />(2) 7116 strand + <br />961 <br />961 <br />446 <br />8/2 <br />2 No.5 <br />21'4" <br />20'-0" <br />PRESTRESSED <br />(2) No.3 <br />(2) 7116 strand + <br />834 <br />834 <br />390 <br />763 <br />2 No. <br />22'-0" <br />20'-8" <br />PRESTRESSED <br />(2) No.3 <br />(2) 7/I6strand + <br />720 <br />720 <br />366 <br />716 <br />2 No. <br />(2) 7116 strand + <br />24'-0" <br />27-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) No. 5 <br />642 <br />642 <br />306 <br />599 <br />-401 <br />DETAIL 'H" DETAIL "J" DETAIL "K" <br />TYPE DESIGNATION <br />P - PI AIN LINTEL/ QUANrirY(7T #5 BAR Al <br />S.SOIIDIINTFI. -1 rLOWER LINTEL CAVITY <br />[8x 16-P-1 L/ l U] <br />NOMINAL WIDrHJ LQUANTITY OF #5 BAR AT <br />NOMINAL IILK.411 LIPPER IINTFI CAVITY <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 />#5(1)U(0)L <br />SOLID <br />#5(2)U(1)1 <br />DETAIL 'DE' <br />DEIAIL'DIE' <br />DEL IL'DE'&'DF <br />DF.TAIL'DG' <br />3'-8" <br />2'-4" <br />2'-0" <br />PRECAST2 <br />D4.5 WIRE <br />2 No. <br />3764 <br />4 I <br />6 5� <br />5637 <br />5637 <br />4'-0' <br />7-8" <br />74' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />2970 <br />4965 <br />4401 <br />4401 <br />4'-7 <br />2%10' <br />74" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />2654 <br />4449 <br />3965 <br />3965 <br />4'4' <br />3'-0' <br />2'-8" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />2400 <br />4030 <br />3607 <br />3607 <br />4'-8" <br />N-V <br />3-a' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />1965 <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 />54' <br />51-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />1764 <br />1763 <br />1578 <br />1578 <br />7-8" <br />64" <br />6'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />1409 <br />1409 <br />1188 <br />1267 <br />91-8" <br />64" <br />8'4" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />1000 <br />IODO <br />1 686 <br />1 903 <br />TYPE DESIGNATION <br />1'-I'LAINIINTFI/ OUANTFYOI 95BAR AI <br />S-SOLIDI INTFI r LOWER LINTEL CAVITY <br />[8x16-P-1 L/ 1 U] <br />NOMINAL WIDTH ] LQUANIIIY OF#5BAR <br />NOMINAL HEIGHT UPPER LINILL 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 />I INTEL <br />CLEAR <br />LINTEL TYPE <br />LINTFI STEEL TOP <br />LINTEI STEEI <br />GRAVITY <br />GRAVITY <br />UPLIFT <br />UPLILI <br />LENGTH <br />SPAN <br />WIRE / BAR <br />BOTTOM BAR <br />CAPACITY <br />CAPACITY <br />CAPACITY <br />CAPACITY <br />(0)#5L (I)#SU <br />(11#51 (I)#SU <br />(0)#5L (1)#5U <br />(1)#5L (2)#SU <br />(1)#SU <br />DETAIL'E' <br />DETAIL'F' <br />DETAILTAIL'E' &'F <br />DFTAIL'G' <br />2'-10" <br />1'-6" <br />PRECAST <br />2 D4.5 WIRE <br />2 No. 3 <br />10000 <br />10000 <br />10000 <br />10000 <br />3'-6" <br />2'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.3 <br />9383 <br />10000 <br />10000 <br />10000 <br />4'-0" <br />7-8" <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 />5-C <br />4'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />3428 <br />3727 <br />4091 <br />4091 <br />5-10" <br />4'-6" <br />PRECAST <br />(2) D4.5 WIRE <br />121 No. 3 <br />2787 <br />3088 <br />3369 <br />3369 <br />C-6" <br />5-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />2560 <br />2560 <br />2723 <br />2723 <br />7-6" <br />6-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />1992 <br />1992 <br />2112 <br />2112 <br />7-8" <br />6'-4" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.4 <br />1921 <br />1921 <br />2035 <br />2035 <br />6-8" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />1797 <br />1792 <br />1862 <br />1897 <br />7'-0" <br />PRECAST <br />(2) D4.5 WIRL <br />2No. 4 <br />16/9 <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 />9.4. <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />1186 <br />1186 <br />1014 <br />1251 <br />11'47 <br />10'-0" <br />PRECAST <br />(2) No.3 <br />2 No.5 <br />1074 <br />10/4 <br />854 <br />1121 <br />12'-0" <br />10'-8" <br />PRECAST <br />(2) No.3 <br />2 No. 5 <br />992 <br />992 <br />751 <br />1035 <br />12'-6" <br />1 F-2" <br />PRECAST <br />(2) No.3 <br />2 No. 5 <br />937 <br />937 <br />685 <br />978 <br />13'-4" <br />12'-U' <br />PRECAST <br />(2) No.3 <br />2 No.5 <br />859 <br />859 <br />591 <br />896 <br />14'4" <br />12'-8" <br />PRECAST <br />(2) No. 3 <br />7 No. 5 <br />804 <br />804 <br />529 <br />838 <br />14'-8" <br />13'-4" <br />PRESTRESSED <br />(2) No.3 <br />(2) 7116 strand + <br />120/ <br />1207 <br />605 <br />938 <br />2 No.4 <br />15'4" <br />14'-0" <br />PRESTRESSED <br />(2) No.3 <br />(2) 7116strand + <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 />No. <br />19'-4" <br />18'-0" <br />PRESTRESSED <br />(2) No.3 <br />12) 7116 strand + <br />655 <br />655 <br />340 <br />645 <br />2 No. <br />20'-U' <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 />21'-4" <br />20' 0 <br />PRESTRESSED <br />(2) No.3 <br />(2) 7116 strand + <br />524 <br />524 <br />277 <br />526 <br />2 No. S <br />22'-17' <br />20'-8" <br />PRESTRESSED <br />(2) No.3 <br />(2) 7116 strand + <br />488 <br />488 <br />260 <br />493 <br />2 No.5 <br />(2) 7116 strand + <br />24'-0" <br />27-8" <br />PRESTRESSED <br />(2) No.3 <br />(2) No. 5 <br />399 <br />399 <br />217 <br />412 <br />1� M A <br />DETAIL "E" DETAIL "F" DETAIL "G" <br />TYPE DESIGNATION <br />P- PLAIN LINT LU QUANHIY of #5 BAR AI <br />S- <br />SOIIDIINI LL -1 r I OWFR I INTFI CAVITY <br />[8x16-P-1L/IU] <br />NOMINALWIDTHJ J LQUANTRY OF#5 BAR <br />NOMINAL HEIGHT UPPER LINTEL CAVITY <br />REINFORCING SCHEDULE & LOAD CAPACITIES <br />SAFE WORKING LOADS (PLF) <br />8" X 20" COMPOSITE LINTELS <br />LINIEL <br />CLEAR <br />LINTEL TYPE <br />LINTEL SI LEL TOP <br />LINTEL STEEL <br />GRAVITY <br />GRAVIIY <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)#SL (I)#5U <br />(0)#5L (1)#5U <br />(I)#5L (2)#5U <br />DLIAIL'L' <br />DETAIL'M' <br />(11#5L (1)#5U <br />DETAIL'N' <br />DFTAII 'I' &'M' <br />2'-10" <br />1'4' <br />PRECAST <br />2 D4.5 WIRE <br />2 No. 3 <br />10000 <br />10000 <br />10000 <br />10000 <br />3'-6" <br />2'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />10000 <br />10000 <br />10000 <br />10000 <br />4'-0" <br />2'-8" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />10000 <br />10000 <br />10000 <br />10000 <br />4'-6" <br />3-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />9313 <br />10000 <br />10000 <br />10000 <br />4'-8" <br />3'4" <br />PRECAST <br />12) D4.5 WIRE <br />2 No. 3 <br />8548 <br />10000 <br />10000 <br />10000 <br />514" <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 />6'4" <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) 04.5 WIRE <br />2 No. 4 <br />4693 <br />4693 <br />3976 <br />4661 <br />7-8" <br />64" <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 />71-9 <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />3706 <br />3706 <br />3144 <br />3683 <br />9'4' <br />8'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />2954 <br />2954 <br />2445 <br />2937 <br />10'-6" <br />9'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />2384 <br />2384 <br />1884 <br />2371 <br />11'-4" <br />10'-0" <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />2082 <br />2082 <br />1590 <br />2082 <br />17-0" <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 />? No. 5 <br />17/5 <br />1775 <br />1279 <br />1775 <br />13'4' <br />17-0" <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />1605 <br />1605 <br />1107 <br />1605 <br />14'-0" <br />12'-8" <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />1490 <br />1490 <br />992 <br />1490 <br />14'-8" <br />13'-4" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />1948 <br />1948 <br />1093 <br />1591 <br />2 No.4 <br />15-4" <br />14'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />1774 <br />1774 <br />996 <br />1494 <br />2 No. <br />174" <br />16-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />1368 <br />1368 <br />771 <br />1264 <br />2 No.4 <br />19'-4" <br />18' 0" <br />PRESTRESSED <br />2 <br />O No. 3 <br />(2) 7116 strand + <br />1084 <br />1084 <br />615 <br />1095 <br />2 No 5 <br />20'-0" <br />18'-8" <br />PRESTRESSED <br />(2) No.3 <br />(2) 7116 strand + <br />1006 <br />1008 <br />573 <br />1048 <br />2 No. S <br />21'4" <br />20'-0" <br />PRESTRESSED <br />I2 I No. 3 <br />(2) 7116 strand + <br />877 <br />87/ <br />501 <br />966 <br />2 No.S <br />27-0" <br />20'-8" <br />PRESTRESSED <br />(2) No.3 <br />(2) 7116 strand + <br />850 <br />850 <br />471 <br />923 <br />2 No.5 <br />(2) 7116 strand +(2) <br />247 <br />27-8" 1 <br />PRESTRESSED <br />(2) No. 3 <br />Na S <br />740 <br />740 <br />393 <br />777 <br />DETAIL "L" <br />DETAIL "M" <br />DETAIL "N" <br />TYPE DESIGNATION <br />P PLAINI LNILL/ QUANTITY OF #5 BAR AT <br />S - SOLID LNILL -1 rlo-IINIL1.('A1 <br />IIY <br />[8xl 6-P-1 L/1 U] <br />NOMINAI WIDTHJ j LaUANTITY OF#50AR IT <br />NOMINAI HFIGHT IIPPFR IINTFI CAVITY <br />GENERAL NOTES: <br />1.) CODES <br />1.1 FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTIONS <br />R402.2 & R606. <br />1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 & <br />2107. <br />1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE <br />(ACI 318-08). <br />1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN <br />LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE <br />7-10). <br />1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE <br />PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 <br />(813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 <br />2.) CONCRETE: <br />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 74VIRE, 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: PM 1500 PSI. <br />3.3 MORTAR SHALL BE TYPE S. <br />3000 PSI GROUT <br />(PLACED IN FIELD <br />2" 2" <br />1 <br />7 5/8" <br />1( P I I C: ItARS: <br />ISFF SC IFDIILE) <br />(1) N5 CONIINIIOUS REO-D <br />PER SIR(JCIURAL PLAN <br />32" STIRRUPS AT 4'4' cc <br />ED OR WI I I)FD) <br />)TTOM BARS <br />:E SCHEDULE <br />NOTES: <br />I. MINIMUM COVERAGE OF STEEL - I.')" <br />2. MIN. BEARING REQUIRED AT EA. END - 4" <br />3. STANDARD FOR REINF. STEEL - ASTM A61.5 <br />TYPICAL RECESS LINTEL SECTION <br />PRECAST CONCRETE <br />4.) STRUCTURAL: <br />4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A <br />BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" <br />PER FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTION <br />R606.14 OR FLORIDA BUILDING CODE 7TH EDITION (2020), BUILDING) <br />SECTION 2104.1.5 <br />4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE <br />LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND <br />SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT <br />4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST <br />BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED <br />UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. <br />3000 PSI GROUT <br />(PLACED IN FIELD <br />2" 2' <br />7 5/8" <br />/- TOT' I I G BARS: <br />(SEE SCHEDULE) <br />- (I) I15 (; ON I INLIOIIS REQ'D. <br />CH <br />PER SIRUCTURAL PLAN <br />7/32" STIRRUPS AT 4'-0" cc <br />(TIED OR W I I M D) <br />BOTTOM BARS <br />SEE SCI II Dlll I <br />H <br />NOTES: <br />1. MINIMUM COVFRAGF. 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 />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 />CAPACIIY <br />CAPACITY <br />CAPACITY <br />CAPACITY <br />(0)#5L(I)#5U <br />(1)#5L(1)#51.1 <br />(0)#5L(1)#5U <br />(1)#5L(2)#5U <br />DETAIL'O' <br />DETAIL'P' <br />(1)#4L(1)#5U <br />DETAIL 'Q' <br />DETAIL'O' &'P' <br />2'-10" <br />F-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'-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 />504" <br />4'-9' <br />PRECAST <br />(2) D4.5 WIRE <br />? No.3 <br />/681 <br />10000 <br />10000 <br />10000 <br />5' 19' <br />4'-6" <br />PRECAST <br />(2) D4.5 WIRE <br />? No.3 <br />6251 <br />10000 <br />8615 <br />10000 <br />6-6" <br />1 5-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />8629 <br />1 10000 <br />6/41 <br />10000 <br />7 6" <br />6'-Z' <br />PRECAST <br />(2) D4.5 WIRE <br />? No. 4 <br />6266 <br />6603 <br />4891 <br />6909 <br />7'-8" <br />C-4" <br />PRECAST <br />(2) D4.5 WIRL <br />2 No. 4 <br />5967 <br />6199 <br />4657 <br />6477 <br />8'-0" <br />&-8" <br />PRECAST <br />(2) D4.5 WIRE <br />? No. 4 <br />5430 <br />5524 <br />4236 <br />5756 <br />8'4' <br />7'4" <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 />1 I'-4" <br />10'-0" <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />2699 <br />2699 <br />1959 <br />2699 <br />17-90 <br />101-8" <br />PRECAST <br />(2) No. 3 <br />2 No.5 <br />2436 <br />2436 <br />1/2/ <br />2436 <br />17-6" <br />1 I'-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'-U" <br />17-8" <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 />1338 <br />1974 <br />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. <br />I /'-4" <br />16-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />1698 <br />1698 <br />944 <br />1546 <br />2 No. <br />(2) // 16 strand + <br />19'-4" <br />18'-0" <br />PRESTRESSED <br />(2) No. 3 <br />1348 <br />1348 <br />753 <br />1330 <br />2 No.5 <br />20' 0" <br />18'-8" <br />PRESTRESSED <br />2 <br />1 1 No. 3 <br />(2) 7116 strand +? <br />1254 <br />1254 <br />702 <br />1'271 <br />No5 <br />21'-4" <br />20'-0" <br />PRESTRESSED <br />(2) No.3 <br />(2) 7116 strand + <br />1092 <br />1092 <br />614 <br />1167 <br />2 No.5 <br />(2) 7116 strand + <br />22'-0" <br />20'-8" <br />PRESTRESSED <br />(2) No. 3 <br />1023 <br />1023 <br />576 <br />1121 <br />2 No. <br />(2) 7116 strand + <br />24'-0" <br />22'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) No. 5 <br />898 <br />898 <br />481 <br />947 <br />`•lr <br />:'?i�Y <br />�14a1 <br />1 <br />DETAIL "O" DETAIL "P" DETAIL "Q" <br />CHARTS FROM QUALITY PRECAST COMPANY <br />COMMERCIAL CONCRETE PRODUCTS, INC. <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />8'Ixl6" 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)1, <br />SOLID <br />#5(1)U(1)L <br />SOLID <br />#5(1)U(0)L <br />#.5 111 U (IF L <br />SOLID <br />#5(2)U(1)L <br />DETAIL'DH' <br />DETAIL'DS <br />DETAIL'DH'&'DJ' <br />DETAIL'DK' <br />3'-8" <br />74" <br />2'-0" <br />PRECAST <br />(2) Dk.5 WIRE <br />(2) No. 3 <br />5713 <br />1OD00 <br />10000 <br />10" <br />41-0" <br />7-8" <br />74' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />4511 <br />1OD00 <br />9686 <br />1D000 <br />4'-7' <br />7-10' <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-al <br />2'-8" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />3647 <br />9133 <br />1 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 />6,,382 <br />6382 <br />5'-8" <br />4'4' <br />4'-0' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />1819 <br />4139 <br />3839 <br />3839 <br />6-8' <br />5'4" <br />5-G' <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 />(21 No. 4 <br />2292 <br />2292 <br />1918 <br />2121 <br />91-8" <br />8'4" <br />81-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />1563 <br />1 1563 <br />1113 <br />14.55 <br />TYPE DESIGNATION <br />P - PLAIN LINTLU QUANIIIY 01#.5 KARAT <br />S - SOLID LINTEL r LOWER LIN I LL CAVIIY <br />[8x16-P-1L/1U] <br />NOMINAL WIDTH j LQUANIIIYOI #SBARAI <br />NOMINAI HFIcHT UPPERIINTELCAVIFY <br />TYPE DESIGNATION <br />P I'IA:N11NH/ <br />OUANTITYOF#S BARAT <br />S SOLID LII <br />NLL <br />r LOWLRLINILLCAVIIY <br />[8x1L/1 U] <br />NOMINALWIDTHJ <br />I6-P-1 <br />LQUANTITYOr#SBARAI <br />NOMINAL HEIGHT J <br />UPPER LINTEL CAVITY <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />81'x20'1 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 />UPUFT SAFE LOAD <br />SOLID <br />#511)Il(0)L <br />SOLID <br />#5(1)U(1)L <br />SOLID <br />#5(1)U(0)L <br /># 1 1 L <br />SOLID <br />#5(2)U(1)L <br />DETAIL'DU <br />DEIAIL'DM' <br />DEfAIL'DL'&'DM' <br />DETAIL'DN' <br />31-8" <br />74' <br />2'-0" <br />PRFCAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />766h <br />10000 <br />10000 <br />10000 <br />N-0" <br />2'-8" <br />7-C <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />6054 <br />10000 <br />8442 <br />10000 <br />4'-2" <br />2'-10" <br />2'-6" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />5413 <br />1D000 <br />7552 <br />100DO <br />4'4" <br />3-9' <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 />1DD00 <br />5613 <br />100W <br />5'4" <br />4'-4" <br />W-9' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />2448 <br />7050 <br />:3434 <br />6540 <br />61-8" <br />5'-4" <br />5'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />4569 <br />4569 <br />2302 <br />4235 <br />7'-8" <br />6-4" <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 />& <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.4 <br />2158 <br />1 2158 <br />936 <br />2036 <br />[M]11 <br />ii <br />i <br />1N1 <br />DETAIL "DL" DETAIL "DM" DETAIL "DN" <br />TYPE DESIGNATION <br />I' I'I SIN NCI 11115N11 T" W ITS Ft\P 11 <br />'-1f III III � rILIAP IJTTI AV'Tl <br />[8x16-P-IL/IU] <br />'I"V Ai :LI. �� LLIli1 Il li II- 1'� 6-h AI <br />V <br />UNIT '1450' - 1ST FLOOR PLAN ELEV B <br />1 /811 = 1'-011 <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />8"x811 RECESS DOOR HEADER <br />TO'IAI <br />LENGTH <br />CI I A R <br />SPAN <br />DOOR <br />SI/I <br />LINILL 1YPL <br />I INII I SIT.I I TOP <br />WIRI / I3AR <br />I INTFI STFFILPLA <br />BOTTOM BARSOLID <br />RAVITY SAFE I-OAD <br />UPLIFT SAFE LOAD <br />#5(1)U(0)I <br />SOLID <br />N5(1)U(1)I <br />SOLID <br /># 5 (1) U (0) L <br />#5 1 U 1 1 <br />SOLID <br />tt5(2)U(1)I <br />DEFAIL'DB' <br />DETAIL'DC' <br />DETAIL'DB' &'DC' <br />DETAIL'DD' <br />3'-8" <br />2-4- <br />2'-0" <br />PRI CAST <br />(2) 04.5 WIRL <br />(2) No. 3 <br />1919 <br />2143 <br />2143 <br />1753 <br />1753 <br />4'-0" <br />2' 8" <br />2'-4" <br />PRECAST <br />(2) D4.5 WIRF <br />(2) No.3 <br />159/ <br />1801 <br />1801 <br />1483 <br />1483 <br />4'-2" <br />2'-1W <br />7-6' <br />PRI CAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />1473 <br />1668 <br />1668 <br />1:376 <br />1376 <br />4' 4" <br />3' 0" <br />1 2'4" <br />PRI CASI <br />(2) D4.5 WIRL. <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 />1:363 <br />1363 <br />1 131 <br />1 131 <br />5'-£3" <br />4'-4" <br />4'-0" <br />PRI (:AS1 <br />(2) 04.5 WIRL <br />(2) No. 3 <br />864 <br />995 <br />995 <br />831 <br />831 <br />6'-8" <br />5'4' <br />; -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 />547 <br />669 <br />669 <br />467 <br />537 <br />9'-8" <br />8' 4" <br />8'4)" <br />PRLCASI <br />(2) D4.5 WIRL <br />(2) No. 4 <br />396 <br />489 <br />489 <br />261 <br />393 <br />I.F U- U <br />DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />811x241' 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 STFFI <br />BOTTOM BAR <br />GRAVITY SAFE I OAT) <br />uP11F1 SAFE LUAU <br />SOLID <br />#5, (1) (1 (()) L <br />SOLID <br />It!, 11) U ( 1) L <br />SOLID <br /># 5 1 1) 0 TO) L <br />#` I U 1 L <br />S0111) <br />#5 (2) U (1) 1 <br />DCTAII 'DO <br />DFTAII 'DP' <br />DFTAII 'DO' &'01" <br />DETAIL'DO' <br />2'-4" <br />2'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />96'0 <br />1(Xx)0 <br />1()(xx) <br />I00W <br />4'-0" <br />2'-8" <br />7-4" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) Nn. 3 <br />7599 <br />1(U.x) <br />I(xxx) <br />10000 <br />4'-7' <br />2'-10" <br />7-6' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />6796 <br />I(XXK) <br />9505 <br />100(X) <br />4'-4" <br />31-0" <br />21-8" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />6149 <br />10000 <br />8604 <br />10(xx) <br />4'-8" <br />3'-4" <br />3'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />5044 <br />I(XHx) <br />7066 <br />1DOW <br />5-8" <br />4'-4" <br />4'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />30// <br />100W <br />4325 <br />1()(X)() <br />6'4' <br />5-4" <br />5'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />3765 <br />7W7 <br />2901 <br />6831 <br />7-8" <br />6-4" <br />6-9' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.4 <br />2693 <br />4979 <br />2069 <br />46/1 <br />91-8" <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 />II 111j1I <br />[8x16-P-IL/IU1 <br />Jj L <br />TYPE DESIGNATION <br />P-I`LAIIJ LINT LL/ (.QUANTITY OT#5 BAR Al <br />S - SOT ID LINTEL r LOWER LINTEL CAVITY <br />[I8x16-P-1L/1U] <br />IJ(�MINAI WII )Illy L(>I.IANTII Y C)(4S BAR AI <br />N()MINAI. ILL K:III UPPER LINTEL ,'.AVIT'f <br />OCT z e zoz <br />Al <br />Virtual Review Assist. Inc. <br />Plans Review completed and approve <br />for compliance with the 2020 FBC 7th Ed <br />by Debra Anne Klahr PX2300 <br />SAFE WORKING LATERAL LOADS (PLF) <br />8" X 8" LINTELS <br />Tolol <br />length <br />Type <br />8"x8" <br />PI AIN <br />8"x8" <br />SOLID <br />2'-10" <br />Precast <br />2082 <br />9235 <br />3'-6' <br />Precast <br />1325 <br />4624 <br />4'-0" <br />Precast <br />1041 <br />3358 <br />4' 6" <br />Precast <br />858 <br />2635 <br />4-8" <br />Precast <br />810 <br />2459 <br />5-4" <br />Precast <br />re I <br />3 <br />66. <br />194 0 <br />5'-10" <br />Precosl <br />583 <br />1624 <br />6'-6" <br />Prccasl <br />486 <br />1396 <br />1'4' <br />Precast <br />403 <br />1134 <br />Precast <br />392 <br />1100 <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'-61' <br />Precast <br />156 <br />600 <br />II'-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 />87 <br />475 <br />14'-0" <br />Precast <br />/1 <br />429 <br />14-8" <br />Prestressed <br />N.R. <br />417 <br />15'4' <br />Prestressed <br />N.R. <br />369 <br />11'4' <br />Prestressed <br />N.R. <br />257 <br />19'-4" <br />Prestrossod <br />N.R. <br />184 <br />20'-0" <br />Prestressed <br />N.R. <br />167 <br />21'-4" <br />Plcslressed <br />N.R. <br />138 <br />22 O""' <br />Prestressed <br />N.R. <br />127 <br />24'-0" <br />Prestressed <br />N.R. <br />Too <br />N.R. = Not Reromrnended <br />N <br />N <br />C) <br />N <br />Go <br />00 <br />'va <br />O <br />Na J aoH <br />. I <br />, <br />¢ <br />y <br />01 05 <br />z <br />W <br />W <br />IY <br />0 <br />Z <br />� E <br />V! L •� l Q <br />0 M N <br />4- <br />Ln <br />f7 <br />V <br />ai Z) `O u 8 <br />0 <br />g N Q <br />U < <br />n' <br />W <br />lJji <br />V 00 C� c <br />Cl) <br />L O C 0) <br />0 O <br />( <br />(M/) ) <br />W <br /><QQ <br />W� W J W m� O <br />F -j xg zIx <br />a z <br />QC3X-zX-Z; LL <br />E- <br />o°�� <br />OwofWgz0x00Mzz¢� <br />O <br />z <br />aILL F-WpLU <br />YZ�Q�Q <br />FY¢-�Z <br />oLL ¢ 0 0 0¢ <br />¢ <br />F- LL <br />C) <br />C) <br />Z N <br />OW <br />cMO <br />Mr-- <br />a <br />r/�� <br />C� 'v'^^J <br />G vJ <br />F-WIIZ.o <br />0. L.^L _ <br />Z U F- <br />WW_jQ <br />C) <br />co <br />I <br />1 <br />1 <br />0 <br />00N <br />N <br />io <br />o <br />N <br />o <br />N <br />CD <br />N <br />c� <br />.- <br />O <br />o <br />°' <br />o� <br />� <br />o <br />Z <br />0 <br />N/�L <br />Fn <br />� <br />N <br />C6 <br />L0 <br />J <br />d- <br />co�W <br />o <br />W <br />z <br />zz <br />O <br />_ <br />.O O <br />U <br />U U_ <br />LOO <br />OC:IT <br />F- <br />a 0- <br />r <br />W=F- <br />m~� <br />F- <br />0 <br />J <br />T <br />ry/ <br />LJ- <br />Z Q = <br />. <br />W <br />gm <br />§ <br />0 <br />Q <br />O <br />zwo <br />�. <br />� <br />UaZ <br />z <br />z <br />Z <br />F <br />U <br />0 <br />_p <br />W <br />z <br />S1 <br />z <br />W <br />J <br />0 <br />(0 <br />N <br />C14 <br />Q <br />LAST PLOT DATE <br />Z� <br />--- <br />STRUCTURAL DETAILS <br />ELEV. B (LEFT) <br />
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