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Last modified
3/24/2025 7:09:47 PM
Creation date
2/19/2025 8:34:25 AM
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Building Plans
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6610
Location
Back Forty Lp
Contractor
Lennar
Building Plans - Permit #
Unknown
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REINFORCING SCHEDULE & LOAD CAPACITIES <br />SAFE WORKING LOADS (PLF) <br />8" x 8" LINTEI-S <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 (I) #5U <br />(1)#5L (1)#5U <br />[0)95L (])#5U <br />(1)#5L (2)#5U <br />DETAIL'A' <br />DETAIL'B' <br />DETAIL'C' <br />(1)#5L (I)#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 />3141 <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 />2'-8" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />2038 <br />3722 <br />3722 <br />3598 <br />3598 <br />4'-6" <br />3'-27 <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />1566 <br />2859 <br />2859 <br />2772 <br />2772 <br />414P <br />3'-4!' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />1453 <br />2654 <br />2654 <br />2574 <br />2574 <br />5'-4" <br />4'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />1127 <br />2013 <br />2013 <br />1 2000 <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 />6'4" <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 />6-2" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.4 <br />639 <br />1167 <br />1167 <br />1152 <br />1152 <br />71�811 <br />6141 <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 />1 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 '411 <br />10.41 <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />355 <br />649 <br />649 <br />489 <br />649 <br />121�011 <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 '-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'-g' <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'-&' <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 .1 <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 />15'-4" <br />14'-0' <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />N.R. <br />473 <br />473 <br />328 <br />455 <br />(2) No. 4 <br />17-4" <br />16'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />N.R. <br />357 <br />357 <br />254 <br />352 <br />(2) No. 4 <br />19141 <br />18'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />N.R. <br />277 <br />277 <br />202 <br />281 <br />(2) No. 5 <br />20'-0" <br />18'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />256 <br />256 <br />1&8 <br />262 <br />(2) No. 5 <br />N.R. <br />21-4- <br />20'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />219 <br />219 <br />165 <br />229 <br />(2) No. 5 <br />N.R. <br />22'-0" <br />20'-&' <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 />F2 7-O'F2Z-8" <br />PRESTRESSED <br />(2) No. 3 <br />1 (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 />I - PLAIN LINTEL/ -1 QUANTrFYOF 5BARAT <br />I -SOLID LINTEL r LOWER IINTELI AVITY <br />[8xl 6-P-1 L/1 J] <br />NOMINAL Z"T'j j L QUANTITY 1011 415 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 />(0)#5L (I) #5U <br />(1) #5L (1) #5U <br />(])#5L (1)#5U <br />(1)#5L (2)#5U <br />DETAIL'H' <br />DETAIL'Y <br />DETA!L'H'&'J' <br />DETAILK <br />2--1 0" <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 />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 />1 OGOO <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 />5141 <br />4'-ff <br />PRECAST <br />l2) D4.5 WIRE <br />(2) No. 3 <br />4843 <br />6687 <br />6635 <br />7320 <br />' -1 0" <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 />7'-8" <br />j8'-4' <br />64' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />3071 <br />3071 <br />2916 <br />3049 <br />81 0., <br />-0.1 <br />6'-8" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />2831 <br />2831 <br />2651 <br />2811 <br />7-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />2625 <br />2625 <br />1 2421 <br />2607 <br />9'-4" <br />6-13" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />2153 <br />2153 <br />1881 <br />2139 <br />10'-6" <br />1 7-2" <br />PRECAST <br />[2) D4.5 WIRE <br />(2) No. 4 <br />1777 <br />1777 <br />1448 <br />1766 <br />'-4 " <br />101-01, <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />1568 <br />1568 <br />1222 <br />1568 <br />12'-0" <br />101-8.. <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />1439 <br />1439 <br />1075 <br />1439 <br />12'-6" <br />P1 <br />11 '-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 />1149 <br />760 <br />1149 <br />14'-8" <br />13'-4.1 <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'-G' <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />1291 <br />1291 <br />775 <br />1270 <br />(2) No. 4 <br />17-4" <br />16-0" <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) 7/16 strand + <br />1035 <br />1035 <br />478 <br />936 <br />(2) No. 5 <br />20'-C)" <br />18'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />961 <br />961 <br />446 <br />872 <br />(2) No. 5 <br />21'-4" <br />20'-0" <br />PRESTRESSED <br />(2) No. 3 <br />12) 7/16 strand + <br />834 <br />834 <br />390 <br />763 <br />(2) No. 5 <br />22'-0" <br />20'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />720 <br />720 <br />366 <br />716 <br />(2) No. 5 <br />(2) 7/16 strand + <br />24'-0" <br />22'-8" <br />j <br />PRESTRESSED <br />(2) No. 3 <br />L- <br />1 (2) No. 5 <br />642 <br />1 <br />642 <br />1 <br />306 <br />599 <br /><: <br />DETAIL "H" DETAIL "J" Dl <br />TYPE DESIGNATION <br />P -PLAIN LINTEL/ -1 QUANTITY OF 5 BAR AT <br />5 -SOLID LINTEL F LOWER LINTEII.A111 <br />[8x16-P-1L/IU1 <br />LQUANTITY .1111 BAR IT <br />NOMINALWIDTHJ j UIPE , LINTEL CAVITY <br />NOMINAL HEIGHT <br />CHARTS FROM QUALITY PRECAST COMPANY <br />COMMERCIAL CONCRETE PRODUCTS, INC <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />8"x12" RECESS DOOR HEADER <br />TOTAL <br />LENGTH <br />CLEAR <br />SPAN <br />DOOR <br />SIZE <br />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 />#5 [1) U III L <br />SOLID <br />#5 (2) U (1) L <br />DETAIL'DE' <br />DETAIL'DF <br />DETAIL'DE'&'DF' <br />DETAIL'DG' <br />3'-8" <br />24" <br />2'-a' <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'-,V' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />2970 <br />4965 <br />4401 <br />4401 <br />4'-2" <br />2-10" <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 />2'-8" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />2400 <br />4030 <br />3607 <br />3607 <br />4'-8" <br />3'4' <br />3'-U' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />1966 <br />3390 <br />3053 <br />3053 <br />5'-&' <br />4'-4" <br />4'-W <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 />13/0 <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 />9'-8" <br />8'-4" <br />1 8'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />1000 <br />1000 <br />686 <br />903 <br />E6: �4- <br />M V M <br />DETAIL "DE" DETAIL "DF" DETAIL "DG" <br />TYPE DESIGNATION <br />P :PLAIN LINTEL/ QUANTITY Of #5 BAR AT <br />I SOLID LINTEL -1 FL.WER LINTEL CAVITY <br />[8x16-P-IL/1U] <br />NCMINALWIDTHJ j L QUANTITY OF 11111 ATI <br />NOMINAL HEIGHT UPPER LINTEL CAVITY <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) #SL (1) #5U <br />(1)#5L (2)#5U <br />(1) #5L (1) #5U <br />DETAIL'E' <br />DETAIL'F' <br />DETAIL'E' &'F' <br />DETAIL'G' <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 />21-21 <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />9383 <br />10000 <br />10000 <br />10000 <br />41�011 <br />2141 <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 />3'-4" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />4693 <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'-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 />5-4- <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />2560 <br />2560 <br />2723 <br />2723 <br />741 <br />6141 <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />1992 <br />1992 <br />2112 <br />2112 <br />7'-8" <br />6'-N' <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 />10341 <br />9(4i <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />1186 <br />1186 <br />1014 <br />1251 <br />11 '41 <br />ioi-oii <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />1074 <br />1074 <br />854 <br />1121 <br />121�011 <br />101-81' <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />992 <br />992 <br />751 <br />1035 <br />12'-6" <br />11-4- <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) 7116 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) 7116 strand + <br />1095 <br />1095 <br />551 <br />887 <br />(2) No. 4 <br />17'-4" <br />16'-0" <br />PRESTRESSED <br />(2) No.3 <br />(2) 7116 strand + <br />836 <br />836 <br />426 <br />763 <br />(2) No. 4 <br />19'-4" <br />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) 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. 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 />i <br />24'-0" <br />22'-8" <br />PRESTRESSED <br />(2) No. 3 <br />1 (2) No. 5 <br />399 <br />399 <br />217 <br />M <br />DETAIL "E" DETAIL "F" DETAIL "G" <br />TYPE DESIGNATION <br />P -PILAIN LINTEIJ QUANTITY OF #5 BAR T <br />S-SOLID LINTEL LOWER LINTEL CA111Y <br />[8xI 6-P-1 L/I J] <br />NOMINALWIDTH j j L QIIITITY .111111 <br />NOMINAL HEIGHT UPPER LINTEL CAVITY <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 [I) #5U <br />(0)#5L (1)#5U <br />(1)#5L (2)#5U <br />DETAIL'L' <br />DETAIL'M' <br />(1) #5L (1) #5U <br />DETAIL'N' <br />DETAIL'L'&'M' <br />2'-10" <br />1-4- <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />10000 <br />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 />1 ODOO <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 />1 ocoo <br />10000 <br />64' <br />4--0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />6261 <br />10000 <br />8605 <br />10000 <br />6-10" <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 />81-01, <br />6'-8" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />4047 <br />4047 <br />3443 <br />4021 <br />8'-4" <br />7-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />3706 <br />3706 <br />3144 <br />3683 <br />9'-4" <br />S.-Ol. <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />2954 <br />2954 <br />2445 <br />2937 <br />10141 <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 />lo.-O.. <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />2082 <br />2082 <br />1590 <br />2082 <br />121-0" <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 />M 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. 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.-011 <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) 7116 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) 7116 strand + <br />877 <br />877 <br />501 <br />966 <br />(2) No. 5 <br />22'-0" <br />20'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />850 <br />850 <br />471 <br />923 <br />1 <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 />740 <br />740 <br />35 <br />DETAIL 1" <br />DETAIL "P <br />q'I <br />TYPE DESIGNATION <br />I -PLAIN LINTEL/ QUANTITY OF #5 BAR AT <br />I - SOLID LINTEL --E1 LINTEL CAVITY <br />[8xl 6-P-1 L/1 U] <br />NOMINALWIDTHJJ L QUANTITY OF #5 BAR AT <br />NOMINAL HEIGH 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 />B070M BAR <br />GRAVITY SAFE LOAD <br />UPLIFT SAFE LOAD <br />SOLID <br />#5 (1) U (0) L <br />OLD <br />#5 (1) U (1) L <br />1 <br />SOLID <br />*#'5'1('l UJ'0 I L L <br />0 <br />SOLID <br />#5 (2) U (1) L <br />DETAIL'DH' <br />DETAIL IDS <br />DETAIL 'DH' & DJ <br />DETAIL'Dr <br />2--l' <br />2'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />5713 <br />10000 <br />10000 <br />10000 <br />4�-O" <br />2'-8" <br />24' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />4511 <br />10000 <br />9686 <br />10000 <br />4'-Z� <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'-,V' <br />3'-a' <br />2-8" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />1 3647 <br />9133 <br />7835 <br />8173 <br />4'-8" <br />34" <br />3'-01' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />2990 <br />7025 <br />6382 <br />6382 <br />6.61 <br />4'-4'' <br />4�-O' <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'�O" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />2976 <br />2976 <br />2676 <br />2737 <br />T-9' <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 />9'4' <br />8'-4" <br />9-0- <br />PRECAST <br />IR <br />(2) D4.5 W E <br />(2) No. 4 <br />1563 <br />1563 <br />1 1113 <br />1 1451 <br />DETAIL "DH" DETAIL "DY' DETAIL "DW' <br />TYPE DESIGNATION <br />P-PLAINLINTEU -1 r QUANTITY OF III BAR IT <br />S-SOUDLINTEL LOWER LINTEL CAVITY <br />[8xl 6-P-1 L/1 J] <br />NOMINALWIDTHJ j L.IJANTITY.1�51ARATI <br />NOMINAL HEIGHT PPER LINTEL CAVITY <br />GENERAL NOTES: <br />1.)JCODES <br />.1 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTIONS <br />P402.2 & 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-CASTW/STANDARD REIN FORCEMENT-5000 PSI <br />2.1.2 PRE -CAST W/PRESTRESS REIN FORCEMENT-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 />11 11 <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 />Co 7/32'STIRRUPS AT 4'-0" cc <br />bo Go M (TIED OR WELDED) <br />;�r Ln <br />Ln BOTTOM BARS <br />SEE <br />SCHEDULE <br />7 5/8" <br />NOTES: <br />1. MINIMUM COVERAGE OF STEEL - 1.5" <br />2. M N. 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 FIEL <br />2" 7 2" <br />00 <br />00 <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 />BOTTOM BARS <br />SEE SCHEDULE <br />BEARING OF Its �WITH A MINIMUM ACCEPTABLE BEARING OF 4 NOTES: <br />PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION 1. MINIMUM COVERAGE OF STEEL - 1.5" <br />R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION (2020) BUILDING 2. MIN. BEARING REQUIRED AT EA. END - 4" <br />SECTION 2104.1 3. STANDARD FOR REINF. STEEL - ASTM A615 <br />4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE <br />LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND TYPICAL RECESS LINTEL SECTION <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 PRECAST CONCRETE <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 (I) #5U <br />(1) #5L (1) #5U <br />(0) #5L (1) #51J <br />(1)#5L (2)#5U <br />DETAIL'O' <br />DETAIL'P' <br />(1) #'tL (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 />0000 <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'-0" <br />2'-8" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />10000 <br />10000 <br />10000 <br />10000 <br />4r4t <br />3'-Zp <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />10000 <br />10000 <br />10000 <br />10000 <br />4'-S' <br />3'-4 1. <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 />1 ODOO <br />51�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 T -6" <br />6-2" <br />PRECAST <br />D .5 WIRE <br />(2) No. 4 <br />8629 <br />10000 <br />6741 <br />10000 <br />7-6" <br />6'-2'p <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />6266 <br />6603 <br />4891 <br />6909 <br />7r�8'f <br />6141 <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />5967 <br />6199 <br />4657 <br />6477 <br />81-91 <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.-Z. <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />2984 <br />3021 <br />2320 <br />3118 <br />11'4" <br />1 O.-Olp <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />2699 <br />2699 <br />1959 <br />2699 <br />12'-0" <br />lop-81, <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�-O" <br />12P-8" <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />1878 <br />1878 <br />1225 <br />1878 <br />14'-8" <br />134" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 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) 7/16 strand + <br />1698 <br />1698 <br />944 <br />1546 <br />[2) No. 4 <br />19'-4" <br />18'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />1348 <br />1348 <br />753 <br />1330 <br />(2) No. 5 <br />20'-0" <br />18P-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 />1 <br />1 <br />1 <br />1 <br />20'-B" <br />PRESTRESSED <br />1 <br />(2) No. 3 <br />(2) 7/16 strand + <br />1023 <br />1023 <br />1 <br />576 <br />1 <br />1121 <br />1 <br />(2) No. 5 <br />(2) 7/16 strand + <br />PRESTRESSED <br />(2) No. 3 <br />(2) No. 5 <br />898 <br />898 <br />1 <br />481 <br />1 <br />947 <br />1 <br />n� <br />0" <br />DETAIL "P" DETAIL <br />TYPE DESIGNATION <br />P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT <br />S - SOLID LINTEL -1 r LOWER LINTEL CAVITY <br />[8x1 6-P-I L/1 U] <br />NOMINALWIDTHJ L QUANTITY OF 15 EARAT <br />NOMINAL HEIGHT I UPPER LINTEL CAVITY I <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />Tx20" RECESS DOOR HEADER <br />TOTAL <br />LENGTH <br />CLEAR <br />SPAN <br />DOOR <br />SIZE <br />UNTELTYPE <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 />I <br />SOLID <br />115( <br /># 5f � jUU0( � L L <br />I SOLID <br />#5 (2) U (1) L <br />DETAILDU <br />DETAIL'DM' <br />DETAIL'DL! & 'DM' <br />DEFAIL'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 />4'-D" <br />2'-8" <br />2�-I' <br />PRECAST <br />(2) D4�5 WIRE <br />(2) No. 3 <br />6054 <br />10000 <br />8442 <br />10000 <br />4'-Z' <br />2'-10" <br />2'-6" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />5413 <br />10000 <br />7552 <br />100DO <br />4'-4' <br />3'--U' <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'-U' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />4017 <br />10000 <br />5613 <br />10000 1 <br />5141 <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 />64' <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'-N' <br />6-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.4 <br />3338 <br />3338 <br />1640 <br />3122 <br />r--11 <br />8'4' <br />8'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />1 2158 <br />2158 <br />1 936 <br />1 2036 <br />UNIT'2382'- 1ST FLOOR PLAN_ <br />1/811 = if-Ofl <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 />1 <br />SOLID <br />#5 (1) U (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 IDA' <br />DETAIL 'DB' <br />DETAIL 'DC' <br />DETAIL'DB' &'DC' <br />DETAIL'DD' <br />3'-B" <br />2'-4" <br />2'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />1919 <br />2143 <br />2143 <br />1753 <br />1753 <br />4'-0" <br />2'-8" <br />2'-4" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />1597 <br />1801 <br />1 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'-9' <br />2'-8" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />1367 <br />1553 <br />1553 <br />1284 <br />1284 <br />4'-8" <br />3'-4" <br />3'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />1194 <br />1363 <br />1363 <br />1131 <br />1131 <br />5-8" <br />4'-4" <br />4'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />864 <br />995 <br />995 <br />831 <br />831 <br />61-81, <br />64" <br />5-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.4 <br />662 <br />816 <br />816 <br />650 <br />654 <br />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'-O'� <br />PRECAST <br />1 (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"x24" RECESS DOOR HEADER <br />TOTAL <br />LENGTH <br />CLEAR <br />SPAN <br />DOOR <br />SIZE <br />LINTEL TYPE <br />LINTEL STEEL TOP <br />WIRE/ BAR <br />LINTEL STEEL <br />BOTTOM BAR <br />GRAVITY SAFE LOAD <br />UPLIFT SAFE LOAD <br />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 (1) L <br />SOLID <br />#5 (2) U (1) L <br />DETAILDO' <br />DETAIL'DP' <br />DETAIL'DO' &'DP' <br />DETAIL'DQ' <br />3'-8" <br />2'-4- <br />7-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />9620 <br />10000 <br />10000 <br />10000 <br />4-0" <br />2'-B" <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 />41" <br />3'-0" <br />7-9' <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 />10000 <br />6-8" <br />4-4" <br />4'-D' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />3077 <br />10000 <br />4325 <br />10000 <br />6-9' <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 />7'-9' <br />6'-4!' <br />6-9' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />2693 <br />4979 <br />2069 <br />4671 <br />7-811 <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 />7:184w1 F*MWAAT <br />:4 <br />[8x16-P-1L/1lJ1 <br />LINVW <br />chr <br />To <br />EIN" <br />DETAIL "DO" <br />DETAIL "DP" <br />DETAIL "DQ" <br />TYPE DESIGNATION <br />uk"' FNWWoW <br />[8x16-P-1L/1U1 <br />%V= L WNWAT <br />MML MOW Cfyny <br />TYPE DESIGNATION <br />P PLkjN LLINTEL/ QUANTITY OF #5 BAR AT <br />I :SC1 D INTEL -1 r LOWER UNTIL CAVITY <br />[8xl 6-P-1 L/I J] <br />NOMINALWIDTH 1 L 111A TITY �I III AT <br />NOM[NA.HEIGHT] JPPEIR' LINTELCAvTY I <br />o 3 <br />JUL 11161611% , <br />Virtual Review Assist, lnc� ' <br />plans Review completed and a;� 4e <br />020 FBC 7th Editio <br />for compliance with the 2 <br />�,y oebra Anne Klahlr <br />SAFE WORKING LATERAL LOADS (PLF) <br />8" X 8" LINTELS <br />Total <br />Length <br />Type <br />8 "x8" <br />PLAIN <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 />663 <br />1940 <br />51-10" <br />Precast <br />583 <br />1624 <br />6'-6" <br />Precast <br />486 <br />1396 <br />7-6" <br />Precast <br />403 <br />1134 <br />7-8" <br />Precast <br />392 <br />1100 <br />8'-0" <br />Precast <br />363 <br />1037 <br />8'-4" <br />Precast <br />318 <br />981 <br />9'-4" <br />Precast <br />222 <br />772 <br />1 0�4' <br />Precast <br />156 <br />600 <br />1 <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'-Y' <br />Precast <br />71 <br />429 <br />14-8" <br />Prestressed <br />N.R. <br />417 <br />154" <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 />Cl) <br />C14 <br />C) <br />0) <br />LO <br />LO <br />C:) <br />00 <br />LO <br />4: <br />W <br />0 <br />e� <br />W <br />z <br />0 <br />(1) L0 E <br />0 C4 0 <br />'0 9 U <br />(y) S�! <br />C-0 <br />On <br />E coy) <br />Q 0 U 0 <br />0 0 <br />0 LL C:) < <br />10 < <br />U <br />V) <br />6 -: * <br />LU O-V <br />C! <br />00 E �2 <br />0 co <br />LLI LL1 <br />(D LL1 <br />W- W 0 <br />W LU WMI.-O <br />I.- 0� W z X <br />wo< <2< <�y z <br />R:52-j 5 LL. 0 0 0 -j 0 <br />U- <br />< I.-- <br />< <br />Z) <br />V) <br />W 0 <br />0 Z 2 0 -j <br />l- I <br />ow ZO L-L LOL W 0 0 az z= <br />00 <br />0 Z <br />W U-1 - W Fn C� <br />n- > V5 W W < 0 <br />-,qo- Z�eo�-ZLJI-OWL)01L <br />-J<<Ow z W z <br />I.- �5 <br />LL <br />< ow V-'-H <br />0 W CI _-j 0 se z <br />LL < 0 < <br />C) <br />C) <br />z 04 <br />W <br />W <br />> 0 <br />z <br />(0 0 <br />F-� CY) 0 <br />< w CY) r�- <br />LO <br />-j <br />LL <br />z <br />< LU < Lq <br />of 0- <br />0- 2 <br />00 <br />< < <br />z F- <br />z <br />LU <br />C) <br />C) <br />Mj <br />(0 <br />CN <br />N <br />co <br />N <br />M <br />N <br />0 <br />N <br />0 <br />N <br />C) <br />N <br />r,� <br />N <br />4 <br />4 <br />CD <br />N <br />CD <br />jN <br />C) <br />C� <br />q <br />C) <br />6 <br />00 <br />M <br />T- <br />C) <br />N <br />0 <br />Cq <br />C) <br />N <br />CN <br />N <br />C) <br />CD <br />N <br />0 <br />N <br />�0 <br />N <br />0 <br />a <br />CD <br />N <br />C) <br />N <br />6 <br />c6 <br />u� <br />ob <br />A <br />' <br />, <br />N <br />6 <br />M <br />C:) <br />CD <br />0 <br />Cn <br />Loa) <br />> <br />0 <br />(D <br />C� <br />CD <br />C:) <br />C:) <br />C) <br />�M' <br />Cr <br />00 <br />U) <br />z 2 <br />0 <br />LU <br />Ld LIJ (1) <br />u > <br />0 <br />g <br />:D 2 0 <br />0 <br />�: < <br />0 0- <br />Lr) <br />-0 <br />-0 <br />OXWM <br />CL 2: < <br />LIJ <br />Z <br />< <br />Lu < <br />00 Z <br />z <br />0 LU <br />z <br />r%4 <br />00 <br />< Lu 0 <br />(Y) <br />M z W <br />Z Z ILL <br />(!C) <br />Uj <br />0 <br />< �- <br />_3 2 Z <br />>- <br />04 <br />IL W <br />>- W <br />L/) z <br />z <br />z <br />M < 0 <br />z <br />0 <br />-se <br />0 <br />z <br />S12 <br />z <br />z <br />LU <br />-.1 <br />CY) <br />N <br />LU <br />C:) <br />N <br />C) <br />LAST PLOT DATE <br />> <br />May. 9, 23 <br />z <br />0 <br />STRUCTURAL <br />DETAILS B <br />
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