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Last modified
3/21/2025 4:18:51 AM
Creation date
2/27/2025 1:09:07 PM
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Building Plans
Street #
36503
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 />(1)*5L (2)#5U <br />DETAIL'A' <br />DETAIL'B' <br />DETAIL'C' <br />(1)#5L (1)#5U <br />DETAIL'D' <br />DETAIL'B'&'C' <br />2'- 10" <br />V-6" <br />PRECAST <br />�2) D4.5 WIRE <br />(2) No. 3 <br />6740 <br />9462 <br />9462 <br />10000 <br />10000 <br />3'-6" <br />7-2" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />2912 <br />5318 <br />5318 <br />5114 <br />5114 <br />41-011 <br />21-811 <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 />(2) D4.5 WIRE <br />(2) No.3 <br />1566 <br />2859 <br />2859 <br />2772 <br />2772 <br />4'4' <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'-U' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />1127 <br />2013 <br />2013 <br />2000 <br />2000 <br />5- 1 D' <br />4'-6" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />964 <br />1636 <br />1636 <br />1712 <br />1712 <br />6-6' <br />5-2" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.4 <br />796 <br />1454 <br />1454 <br />1435 <br />1435 <br />7-6" <br />61-21 <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.4 <br />639 <br />1167 <br />1167 <br />1152 <br />1152 <br />7'-&' <br />64" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.4 <br />619 <br />1130 <br />1130 <br />1115 <br />1115 <br />8'-U' <br />61-9, <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />581 <br />1062 <br />1062 <br />1048 <br />1048 <br />8'-,V' <br />7-9' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />S7B <br />1001 <br />1001 <br />979 <br />988 <br />9'-f <br />8'-U' <br />PRECAST <br />(2) IJ4.5 WIRE <br />(2) No.4 <br />467 <br />^53 <br />853 <br />759 <br />843 <br />10'-6' <br />9'-Z' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.4 <br />398 <br />727 <br />727 <br />582 <br />718 <br />11 <br />1 0�4yp <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />355 <br />649 <br />649 <br />489 <br />649 <br />12'-0" <br />101-81, <br />PRECAST <br />(2) No. 3 <br />(2) No.5 <br />329 <br />602 <br />602 <br />430 <br />602 <br />12'-6" <br />11 I-zl <br />PRECAST <br />(2) No. 3 <br />(2) No.5 <br />312 <br />570 <br />570 <br />391 <br />570 <br />13'-4" <br />17-9' <br />PRECAST <br />(2) No. 3 <br />(2) No.5 <br />287 <br />525 <br />525 <br />337 <br />525 <br />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'-81. <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. 4 <br />154" <br />14'-a' <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />N. R. <br />473 <br />473 <br />328 <br />455 <br />(2) No. 4 <br />174- <br />16-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />N.R. <br />357 <br />357 <br />254 <br />352 <br />(2) No. 4 <br />19'-4" <br />1 8'-a' <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />N.R. <br />277 <br />277 <br />202 <br />281 <br />(2) No. 5 <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. 5 <br />N.R. <br />2 V-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. 5 <br />N.R. <br />27-0" <br />20'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />203 <br />203 <br />155 <br />215 <br />(2) No. 5 <br />N.R. <br />(2) 7116 stmnd + <br />24'-0 <br />I- <br />22'-8" <br />PRESTRESSED <br />I <br />(2) No. 3 <br />1 1 <br />(2) No. 5 <br />N.R. <br />164 <br />164 <br />I <br />124 <br />I i <br />179 <br />N.R.- NOT RECOMMENDED <br />DETAIL 'W' DETAIL "B" DETAIL "C" DETAIL "D" <br />TYPE DESIGNATION <br />P - PLAIN LINTEL/ -1 QUANTITY OF #5 BAR AT <br />5 - SOLID LINTEL r LOWER LINTEL CAVITY <br />[8x16-P-1L/1IJ] <br />NOMINAL WIDTH j LANTFIFY OF �1 BAR AT <br />NOMINAL HEIGHT UPPER LINTEL CAVITY I <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 />(I)*5L (1)#5U <br />(0)#5L (1)#5U <br />(1)*5L (2)#5U <br />(1)#5L (I) #5U <br />DETAILW <br />DETAIL7 <br />DETAIL'H'&'J' <br />DETAILW <br />2'-la' <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'-Z' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />10000 <br />10000 <br />10000 <br />10000 <br />4'-U'_ <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 />W-D" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />4843 <br />6687 <br />6635 <br />7320 <br />5'-10" <br />4tw6ps <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />3940 11 <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 />1 4350 <br />4225 <br />4314 <br />7-6" <br />6l�21' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />3206 <br />3206 <br />3063 <br />3183 <br />71-13" <br />6'-4" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />3071 <br />3071 <br />2916 <br />3049 <br />l3i-oii <br />61�811 <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 />12) No. 4 <br />2625 <br />2625 <br />2421 <br />2607 <br />9q4l <br />81-0.1 <br />PRECAST <br />(2) D4.5 WIRE <br />12) No. 4 <br />2153 <br />2153 <br />1881 <br />2139 <br />10'-6* <br />9'-2" <br />PRECAST <br />(2) b4.5 WIRE <br />(2) No. 4 <br />1777 <br />1777 <br />1448 <br />1766 <br />1 V-4" <br />101-01, <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />1568 <br />1568 <br />1222 <br />1568 <br />12F�011 <br />1 0'-8p' <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />1439 <br />1439 <br />1075 <br />1439 <br />1741 <br />11 P-2" <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />1354 <br />1354 <br />981 <br />1354 <br />13'L411 <br />12'-0" <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />1232 <br />1232 <br />849 <br />1232 <br />14'-a' <br />12'-8" <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />1149 <br />1149 <br />760 <br />1149 <br />14'-8" <br />13'-4p' <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7il 6 strand + <br />1419 <br />1419 <br />850 <br />1347 <br />(2) No. 4 <br />154" <br />14'-Op' <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-D' <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 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) 7116 strand + <br />1035 <br />1035 <br />478 <br />936 <br />(2) No. 5 <br />20'-0" <br />181-91 <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />961 <br />961 <br />446 <br />872 <br />(2) No. 5 <br />21'-4" <br />20'-9' <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) 7116 strand + <br />720 <br />720 <br />366 <br />1 <br />716 <br />1 <br />(2) No. 5 <br />(2) 7116 strand + <br />24'-0" <br />22'-8" <br />1 <br />PRESTRESSED <br />1 <br />(2) No. 3 <br />(2) No. 5 <br />642 <br />642 <br />306 <br />1 <br />599 <br />1 <br />CA"' <br />DETAIL "H" DETAIL "J" DETAIL "K' <br />TYPE DESIGNATION <br />P - PLAIN LINTEL/ -1 <br />QUANTITY OF #5 BAR AT <br />S - SOLID LINTEL <br />rL--E11INTEL.AV11 <br />[8x16-P-IL/1Uj <br />NOMINAL WIDTHJ <br />L QUANTITY OF .1 BAR <br />NOMINAL HEIGHT <br />UPPER LINTEL CAVITY <br />CHARTS FROM QUALITY PRECAST COMPANY <br />COMMERCIAL CONCRETE PRODUCTS, INC <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />8"x`12" 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 (� UJ'0(� ILL <br />SOLID <br />#5 (2) U (1) L <br />DETAILDE <br />DETAIL'DP <br />DETAILDE&DF <br />DETAIL'DG' <br />3'-8' <br />2'-4" <br />2'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />3764 <br />6455 <br />1 5637 <br />5637 <br />4-0" <br />7-8" <br />2'4' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />2970 <br />4965 <br />4401 <br />4401 <br />4'-Z' <br />2'-10" <br />7-6" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />2654 <br />4449 <br />3965 <br />3965 <br />44" <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'-9 <br />3'-4" <br />3'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />1966 <br />3390 <br />1 3053 <br />3053 <br />54 <br />*4" <br />4'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />1193 <br />2290 <br />2085 <br />2085 <br />64' <br />54" <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 />64' <br />6-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />1409 <br />1409 <br />1188 <br />1267 <br />91-9, <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/ QUANTrrYCF#5BAR T <br />S-SCUDUNTEL -1 r LOWER LIN, EL CAVrTY <br />[8xl 6-P-1 L/I U] <br />NOMINALWIDTHJ j LQUANTrFYOF#5BARAT1 <br />NOMINAL HEIGHT 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 />(0)#5L (I) #5U <br />(1)#5L (I) *5U <br />(1) #51. (2)#5U <br />(1)#5L (1)#5U <br />DETAIL'E' <br />DETAIL'F' <br />DETAIL'E' &'F' <br />DETAIL'G' <br />2'- 10" <br />11-61, <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 />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'-Z' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />5104 <br />5671 <br />6345 <br />6345 <br />4'-8" <br />34" <br />PRECAST <br />(2) D4.5 WIRE_ <br />(2) No. 3 <br />4683 <br />5137 <br />5717 <br />5717 <br />54' <br />4'-D" <br />PRECAST <br />(2) b4.5 WIRE <br />(2) No. 3 <br />3428 <br />3727 <br />4091 <br />4091 <br />5- 10" <br />4'-6" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />2787 <br />3088 <br />3369 <br />3369 <br />6-6" <br />5'-Z' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />2560 <br />2560 <br />2723 <br />2723 <br />7411 <br />6'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />1992 <br />1992 <br />2112 <br />2112 <br />7'-8" <br />6'-4" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />1921 <br />1921 <br />2035 <br />2035 <br />8'-0" <br />6-4- <br />PRECAST <br />(2) D4.5 W�RE <br />(2) No, 4 <br />1792 <br />1792 <br />1862 <br />1897 <br />81-411 <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 W�RE <br />(2) No. 4 <br />1186 <br />1186 <br />1014 <br />1251 <br />11,41, <br />101-01, <br />PREFAST <br />(2) No. 3 <br />(2) No. 5 <br />1074 <br />1074 <br />854 <br />1121 <br />12'-0" <br />10.41 <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />992 <br />992 <br />751 <br />1035 <br />17-6" <br />11 -z' <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />937 <br />937 <br />685 <br />978 <br />13141 <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) 7116 strand + <br />1207 <br />1207 <br />605 <br />938 <br />(2) No. 4 <br />154' <br />14--0" <br />PRESTRESSED <br />(2) No.3 <br />(2) 7116 strand + <br />1095 <br />1095 <br />551 <br />887 <br />(2) No. 4 <br />17'-4" <br />16-10" <br />PRESTRESSED <br />(2) No.3 <br />(2) 7116 strand + <br />836 <br />836 <br />426 <br />763 <br />(2) No. 4 <br />lV-4" <br />18--0" <br />PRESTRESSED <br />(2) No.3 <br />(2) 7116 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) 7116 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) 7116 strand + <br />488 <br />488 <br />260 <br />493 <br />(2) No. 5 <br />(2) 7116 strand + <br />LLa� <br />27-9' <br />i <br />PRESTRESSED <br />1 <br />(2) No. 3 <br />1 (2) No. 5 <br />399 <br />399 <br />217 <br />1 <br />412 <br />1 <br />M <br />DETAIL "E" DETAIL "If" <br />Wn'4 <br />DETAIL "G" <br />TYPE DESIGNATION <br />P - PLA:N LL:NTEL/ -1 QUANTITY OF #5 BAR AT <br />S - SOL D NTEL r LOWER LINTEL CAVITY <br />[8xl 6-P-1 L/1 J] <br />NOMINALWIDTHJ j L �,AENTITY OF 115 BAR AT <br />NOMINAL HEIGHT " , LINTEL CAVITY I <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 />DETAILV <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 />M No.3 <br />10000 <br />10000 <br />10000 <br />10000 <br />3-6" <br />2'-Z' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />10000 <br />10000 <br />10000 <br />10000 <br />*-0" <br />2-4- <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />10000 <br />10000 <br />10000 <br />10000 <br />4-4- <br />3-2"_ <br />PRECAST <br />(2) D4.5 WIRE <br />[2) No.3 <br />9313 <br />10000 <br />10000 <br />1 DODO <br />4-4- <br />3-21" <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 1 <br />5- 10" <br />4-4- <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />5095 <br />8995 <br />7007 <br />9811 <br />6-6' <br />51-Zl <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.4 <br />6871 <br />1 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 />7-13" <br />64' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.4 <br />4456 <br />4456 <br />3785 <br />4427 <br />81-01, <br />6141 <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 />91-Zl <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.4 <br />2384 <br />2384 <br />1884 <br />2371 <br />11-4- <br />101-01, <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 />12'-6" <br />1 V-2" <br />PRECAST <br />(2) No. 3 <br />(2) No.5 <br />1775 <br />1775 <br />1279 <br />1775 <br />13'-4" <br />12'-0" <br />PRECAST <br />(2) No. 3 <br />(2) No.5 <br />1605 <br />1605 <br />1107 <br />1605 <br />141-011 <br />12'-8" <br />PRECAST <br />(2) No.3 <br />(2) No.5 <br />1490 <br />1490 <br />992 <br />1490 <br />14'-8" <br />13'4" <br />PRESTRESSED <br />(2) No.3 <br />(2) 7116 strand + <br />1948 <br />1948 <br />1093 <br />1591 <br />(2) No. 4 <br />154" <br />14'-0" <br />PRESTRESSED <br />(2) No.3 <br />(2) 7/16 strand + <br />1774 <br />1774 <br />996 <br />1494 <br />(2) No. 4 <br />17'-4" <br />16'-0" <br />PRESTRESSED <br />(2) No.3 <br />(2) 7/16 strand + <br />1368 <br />1368 <br />771 <br />1264 <br />1 <br />(2) No. 4 <br />19'-4" <br />181-01, <br />PRESTRESSED <br />(2) No.3 <br />(2) 7116 strand + <br />1084 <br />1084 <br />615 <br />1095 <br />(2) No. <br />20'-0" <br />16-13" <br />PRESTRESSED <br />(2) No.3 <br />(2) 7116 strand + <br />1008 <br />1008 <br />573 <br />1048 <br />(2) No. 5 <br />21'-4" <br />20'-u" <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'-U" <br />2 '-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 + <br />24'-0" <br />22'-8" <br />PRESTRESSED <br />(2l No. 3 <br />(2) No. 5 <br />740 <br />740 <br />393 <br />772 <br />DETAIL "L" DETAIL "M" DETAIL "N" <br />TYPE DESIGNATION <br />P - PLAIN LINTEL/ -1 QUANTTY OF #5 BAR AT <br />S - SOLID LINTEL r L.-ER IINTEL CAVITY <br />[8x] 6-P-1 L/I J] <br />NOMINALWIDTHJ L.UANT1Y.1#1BARAT <br />NOMNALHEIGHT UPPER LINTEL CAVITY I <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 />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 />SOL D <br />11 <br />#5 (1) U (1) L <br />1 <br />SOLID <br />#5 (1) U fO) L <br />#5 111 J (1) L <br />SOLID <br />#5 (2) U (1) L <br />DETAIL'DH' <br />DETAIL'DJ' <br />DETAIL DH'&'DJ <br />DETAIL'DK' <br />3�4- <br />2'-4' <br />2'-D" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />5713 <br />10000 <br />10000 <br />10000 <br />4-13" <br />741 <br />24" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />4511 <br />10000 <br />9686 <br />10000 <br />44" <br />2'-10" <br />7-6" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />4032 <br />1 OOOD <br />8687 <br />9503 <br />41" <br />3'-0" <br />7-8" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />3647 <br />9133 <br />7835 <br />8173 <br />*-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 />5-10" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />2976 <br />2976 <br />2676 <br />2737 <br />7-8" <br />61" <br />6-0' <br />PRECA T <br />(2) D4.5 WIRE <br />(2) No. 4 <br />2292 <br />2292 <br />1 1918 <br />2121 <br />9'-8" <br />1 8-4- <br />8'.0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />1 1563 <br />1563 <br />1 1113 <br />1 1455 <br />FAI <br />DETAIL "DH" <br />DETAIL "Dj" <br />DETAIL "DK' <br />TYPE DESIGNATION <br />P - PLAIN UNTEL/ QUANTITY OF #5 BAR AT <br />S -SOLID LINTEL LOWER LINTEL CAVITY <br />[8x16-P-1L/IIJ] <br />NOMINAL WIDTH j j L QUANTITY OF .1 BAR <br />NOMINAL HEIGHT UPPER LINTEL CAVITY <br />GENERAL NOTES: <br />1.),CODES <br />.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 # FL1 774-R3 <br />2.) CONCRETE: <br />2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: <br />2. 1.1 PRE -CAST W1STANDARD REINFORCEMENT-5000 PSI <br />2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI <br />2.1.3 GROUT PER ASTCM C476 - 3000psi W1 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 />BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" <br />PER FLORIDA BUILDING CODE (2020, RESIDENTIAL) SECTION <br />R606.14 OR FLORIDA BUILDING CODE (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 TOP LEG BARS: <br />(PLACED IN FIELD) (SEE SCHEDULE) <br />2" 2" <br />(1) #5 CONTINUOUS REQ'D. <br />PER STRUCTURAL PLAN <br />10 7/32" STIRRUPS AT 4'-0" cc <br />(TIED OR WELDED) <br />F <br />2 <br />U <br />LID) <br />P E <br />7/32 <br />TI EE <br />LO BOTTOM BARS <br />S S <br />EE SCHEDULE <br />75/8' <br />NOTCS: <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 FIEL17 <br />2" 2" <br />Co <br />22 , <br />Cl) <br />7 5/8" <br />TOP LEG BARS: <br />(SEE SCHEDULE) <br />(1) #5 CONTINUOUS REQ-D. <br />PER STRUCTURAL PLAN <br />32" STIRRUPS AT 4'-(Y'cc <br />ED OR WELDED) <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 - ASTIM A615 <br />TYPICAL RECESS LINTEL SECTION. <br />PRECAST CONCRETE <br />CHARTS FROM QUALITY PRECAST COMPANY. <br />COMMERCIAL CONCRETE PRODUCTS, INC <br />REINFORCING SCHEDULE & LOAD CAPACITIES <br />SAFE WORKING LOADS (PLF) <br />8" X 24" COMPOSITE LINTELS <br />LINTEL <br />CLEAR <br />LINTEL TYPE <br />LINTEL STEEL TOP <br />LINTEL STEEL <br />GRAVITY <br />GRAVITY <br />UPLIFT <br />UPLIFT <br />LENGTH <br />SPAN <br />WIRE/ BAR <br />BOTTOM BAR <br />CAPACITY <br />CAPACITY <br />CAPACITY <br />CAPACITY <br />(0)*5L (1)#5U <br />(1)#5L (1)#5U <br />(0)*5L (1)#5U <br />(1)#5L (2)#5U <br />DETAIL'O' <br />DETAIL7 <br />(1) #4L (1) #5U <br />DETAILQ' <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'-Z' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />10000 <br />1 OGOO <br />10000 <br />10000 <br />4'-U' <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'-Z' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />10000 <br />10000 <br />10000 <br />10000 <br />4'4' <br />3-4" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />10000 <br />10000 <br />10000 <br />10000 <br />54F <br />414Y1 <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />7681 <br />10000 <br />10000 <br />10000 <br />51-101, <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 />5-7 <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />8629 <br />10000 <br />6741 <br />10000 <br />7-6" <br />6-2" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />6266 <br />6603 <br />4891 <br />6909 <br />7-8" <br />64" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />5967 <br />6199 <br />4657 <br />6477 <br />81-D, <br />6 T_811 <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />5430 <br />5524 <br />4236_ <br />5756 <br />8�4' <br />7��01" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />4961 <br />4979 <br />3869 <br />5178 <br />9t4pt <br />8'-U' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />3865 <br />3838 <br />3010 <br />3973 <br />10'-6" <br />91-7. <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />2984 <br />3021 <br />2320 <br />3118 <br />114- <br />1 101-01, <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />2699 <br />2699 <br />1959 <br />2699 <br />121-0" <br />10'-8" <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />2436 <br />2436 <br />1727 <br />2436 <br />12141 <br />1 V-2" <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />2269 <br />2269 <br />1577 <br />2269 <br />13441 <br />121-011 <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />2034 <br />2034 <br />1366 <br />2034 1 <br />14'-0" <br />17-8" <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />1878 <br />1878 <br />1225 <br />1878 <br />14'-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 />154" <br />14'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />2199 <br />2199 <br />1219 <br />1846 <br />(2) No. 4 <br />17'-4" <br />16'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />1698 <br />1698 <br />944 <br />1546 <br />(2) N .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 />181-8 .. <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) 7116 strand + <br />1092 <br />1092 <br />614 <br />1167 <br />(2) No. 5 <br />22'-0" <br />20'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />1023 <br />1023 <br />576 <br />1121 <br />(2) No. 5 <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 />ir2 <br />TYPE DESIGNATION <br />P PLAIN LINTEL/ QUANTITY OF #5 BAR AT <br />S SOLID LINTEL r LOWER LINTEL CAVITY <br />[8x16-P-1L/1U] <br />NOMINALWIDTHJ LQUANTITYCF#SBARAT <br />NOMINAL HEIGHT UPPER LINTEL CAVITY <br />DETAIL' <br />'P" DETAIL "ID" <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />8"x20" RECESS DOOR HEADER <br />TOTA L <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 OAD <br />SOLID <br />#5 (1) U (0) L <br />SOLID <br />#5 (1) J (1) L <br />1 <br />SOLID <br />#5 fl) U fO) L <br />#5 (1) J (1) L <br />SOLID <br />#5 (2) J (1) L <br />DETAILDL' <br />DETAIL'DM' <br />DETAIL'DL'&'DM' <br />DETAIL'DN' <br />31-81, <br />2'-4" <br />2'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />7665 <br />10000 <br />10000 <br />10000 <br />4'-0" <br />2'-8" <br />74" <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 />10000 <br />7552 <br />10000 <br />4'-4" <br />3'-0" <br />2'-6' <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 />5-8" <br />4'4' <br />4-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />2448 <br />7050 <br />3434 <br />6540 <br />6-8" <br />54" <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 />64" <br />6'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />3338 <br />3338 <br />1 1640 <br />3122 <br />91-81, <br />- --I <br />8'4' <br />-6�8'-O <br />PRECAST <br />(2) D4.5 WIRE <br />1 <br />(2) No. 4 <br />2158 <br />1 <br />2158 <br />936 <br />1 <br />2036 <br />r4ml <br />101 <br />ON <br />UNIT'2216'- 1ST FLOOR PLAN <br />1/811 = 1 1-011 <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />FxF RECESS DOOR HEADER <br />TOTAL <br />LENGTH <br />CLEAR <br />SPAN <br />DOOR <br />SIZE <br />LINTEL TYPE <br />LINTEL STEEL TOP <br />WIRE / BAR <br />LINTEL STEEL <br />BOTTOM BAR <br />GRAVITY SAFE LOAD <br />UPLIFT SAFE LOAD <br />PLAIN <br />SOLID <br />#5 (1) U (0) L <br />SOLID <br />#5 (1) U (1) L <br />SOLID <br />#5 (1) U (0) L <br />#5 (1) U fl) 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 />3-13" <br />2'-N' <br />2'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />1919 <br />2143 <br />2143 <br />1753 <br />1753 <br />4'-0" <br />2'-&' <br />2-4- <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />1597 <br />1801 <br />1801 <br />1483 <br />1483 <br />4'-2" <br />2'- 10" <br />2'-6" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />1473 <br />1668 <br />1668 <br />1376 <br />1376 <br />4'-4!' <br />3'-a' <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 />3-10" <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'-N' <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 />91-81, <br />8'-4!' <br />8'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />396 <br />489 <br />489 <br />261 <br />393 <br />DETAIL "DA:' DETAIL "DB" DETAIL "DC" DETAIL "DD" <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 TC11 <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) J (1) L <br />SOLID <br />#5 (1) U (0) L <br />#5 (1) U (1) L <br />SOLID <br />#5 (2) U (1) L <br />DETAIL'DO' <br />DETAIL'DP' <br />DETAIL'DO'&'DP' <br />DETAIL'DQ' <br />3'-8" <br />74" <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 />1 DODO <br />4'-2" <br />7-10" <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'-U' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />5044 <br />i 0000 <br />7066 <br />10000 <br />51-81, <br />4'-A" <br />4-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />3077 <br />10000 <br />4325 <br />1 OODO <br />6-8" <br />54" <br />57' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />3765 <br />7387 <br />2901 <br />6831 <br />7-8" <br />1 64" <br />1 6�7 <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />2693 <br />4979 <br />1 2069 <br />4671 <br />9'-8" <br />1 8'-4" <br />1 81-01, <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />1552 <br />2996 <br />1 1183 <br />1 2844 <br />TYPE DESIGNATION <br />4 4 <br />2: UlImu- <br />[8x16-PIL/1IJ1 <br />L <br />.7.4 <br />%2 <br />DETAIL "DL" <br />DETAIL "DM" <br />DETAIL "DN" <br />Q11 <br />TYPE DESIGNATION <br />[8xI6-P-IL/IU1 <br />TYPE DESIGNATION <br />P - PLAIN LINTEL/ QUANTITY OF #5 BAR T <br />S -SOLID LINTEL r LOWER LINTEL CA11TY <br />[8x16-P-1L/1IJ] <br />NOMINALWIDTHJ j L L�.TrY .1 S BAR AT <br />NOMINAL HEIGHT UP 'R LINTEL CAVITY I <br />SAFE WORKING LATERAL LOADS (PLF) <br />8" X 8" LINTELS <br />Total <br />Length <br />Type <br />9'x8,' <br />PLAIN <br />8"x8" <br />SOLID <br />7- 10" <br />Precast <br />2082 <br />9235 <br />&4' <br />Precast <br />1325 <br />4624 <br />4'-U' <br />Precast <br />1041 <br />3358 <br />4'-6" <br />Precast <br />858 <br />2635 <br />4-9' <br />Precast <br />810 <br />2459 <br />54' <br />Precast <br />663 <br />1940 <br />5- 10" <br />Precast <br />583 <br />1624 <br />C-6" <br />Precast <br />486 <br />1396 <br />7-6' <br />Precast <br />403 <br />1134 <br />7-8" <br />Precast <br />392 <br />1100 <br />8'-0" <br />Precast <br />363 <br />1037 <br />8'-4" <br />Precast <br />318 <br />981 <br />9'-4" <br />Precast <br />222 <br />772 <br />10'-6' <br />Precast <br />156 <br />600 <br />11 -IV, <br />Precast <br />132 <br />651 <br />12'-U' <br />Precast <br />ill <br />593 <br />17-6" <br />Precast <br />98 <br />544 <br />13'4' <br />Precast- <br />82 <br />475 <br />14'-0" <br />Precast <br />71 <br />429 <br />14-8" <br />Prestressed <br />NA. <br />417 <br />15-4" <br />Prestressed <br />N.R. <br />369 <br />17'-4" <br />Prestressed <br />N.R. <br />257 <br />19141 <br />Prestressed <br />N.R. <br />184 <br />20'-0" <br />Prestressed <br />N.R. <br />167 <br />21'-W' <br />Prestressed <br />INK <br />138 <br />27-0" <br />Prestressed <br />Nk <br />127 <br />24'-0" <br />Prestressed <br />N.R. <br />100 <br />N.R. = Not Recommended <br />MAR 0 4 2023 <br />e RAc. <br />Virtual R view Assist, In <br />Plans Review completed and approved <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />C14 <br />C14 <br />C) <br />LO <br />00 <br />LO <br />Z� <br />LU <br />0 <br />W <br />0 <br />z <br />V) <br />a) LO <br />> C:) CN4 <br />0 <br />�0 q J <br />C-) �! 6 <br />cr) CK? - <br />a <br />4- <br />Ln <br />Cl) <br />M - <br />U <br />U -C -0 0 <br />E 2: C) <br />U <br />0 r- § <br />< <br />< <br />C) <br />Lf) <br />6- 7� * <br />U LU 'It <br />" C: <br />00 E �2 <br />0 CID <br />�1- CL <br />Uj W <br />0 W <br />Lu- W 0 1-- <br />W 6- LU LU 2 1.- 0 <br />W I,-:,( x of §�Czx z <br />02 < < < <br />LLL)0,0-jo <br />< <br />F- <br /><Cyx- x 02mool.--p <br />Q C) Z LL LL - -Jo <br />0U)x12z0x00Mzz <br /><< <br />� g <br />0 <br />0 <br />Z <br />CD LU § LU V5 x <br />(L (n LU LU x < <br />-j (Lozyml�-ZLLOWUCCL <br />-1 � < LU < LU Z <br />=) <br />0 X -i <br />L) CL <br />W <br />LL <br />< 0 W F 6 � <br />F- W <br />Of ::) �4 z <br />< <br />< <br />0 a <br />ILL < 0 < , <br />0 <br />0 <br />z 04 <br />LU <br />W <br />> <br />(0 C) <br />cr) C) <br />CIO r�- <br />LO <br />Iq <br />w LL <br />z <br />W < Lq <br />W a- M <br />00 <br />< < <br />Z <br />Wz <br />W <br />0 <br />(D <br />C) <br />Cq <br />C4 <br />Cq <br />N <br />CN <br />0 0 <br />0 <br />N <br />jz <br />a <br />a <br />C�l <br />Q <br />0 <br />Q <br />Q <br />cc) <br />- <br />CD <br />C) <br />C) <br />CD <br />C3 <br />0 <br />Lo <br />W <br />W <br />0 <br />CD <br />0 <br />0 <br />> <br />C-4 <br />ce) <br />"t <br />Lzi <br />Cr <br />OC) <br />U) <br />Z F- <br />< Z <br />ILL! <br />C) <br />4-0 <br />W <br />zC0 <br />zz <br />000 <br />cy) <br />0 <br />0 <br />LLI - <br />(.) 0 C/) <br />-0 <br />:DZ5; <br />-0 <br />0 <br />ow- <br />Oro <br />< <br />< <br />z <br />x- <br />LU 2 <br />fffl- <br />to <br />< <br />W <br />T--q <br />LU � <br />M-Lu <br />r114 <br />0 <br />�-o <br />00 <br />Z 0 <br />W <br /><II.-D <br />00 <br />0 <br />ZWO <br />0 <br />�Wx <br />Z LIL <br />z <br />U)z <br />< <br />z <br />0 <br />U <br />0 <br />z <br />S12 <br />z <br />z <br />W <br />W <br />0 <br />> <br />LAST PLOT DATE <br />0 <br />j <br />STRUCTURAL DETAILS <br />B (LEFT) <br />
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