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Last modified
3/24/2025 2:44:49 PM
Creation date
2/27/2025 1:10:21 PM
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Building Plans
Street #
36560
Location
Smithfield Ln
Contractor
Lennar Homes LLC
Building Plans - Permit #
5362
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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 />UPLII I <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)#51. (I)#5U <br />(1)#5L (1)#5U <br />(0)#5L (I)#5U <br />(I)#5L (2)#5U <br />DEIAIL'A' <br />DETAIL'B' <br />DETAIL'C' <br />(1)#5L(II#5U <br />DETAIL'D' <br />DETAIL'B' &'C' <br />2'-10" <br />U-6" <br />PRECAST <br />2 D4.5 WIRE <br />(21 No. 3 <br />6740 <br />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 />51 14 <br />5114 <br />214" <br />PRECAST <br />(2) D4.5 WIRE. <br />2 No. 3 <br />2038 <br />3122 <br />3122 <br />3598 <br />3598 <br />4'-6" <br />3'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />(21 No. 3 <br />1566 <br />2859 <br />2859 <br />2772 <br />2772 <br />4'-8" <br />34' <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'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.3 <br />1127 <br />2013 <br />2013 <br />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'-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 />6-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />639 <br />1167 <br />1167 <br />1152 <br />1152 <br />71-8" <br />6'4" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />619 <br />1130 <br />1130 <br />1115 <br />1115 <br />8'-0" <br />6'-8" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />581 <br />1062 <br />1062 <br />1048 <br />1048 <br />8'4" <br />T-0'1 <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 />1 V-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 />12'-0" <br />10'-8" <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />329 <br />602 <br />602 <br />430 <br />602 <br />12'-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 />17-0" <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />287 <br />1 525 <br />525 <br />1 337 <br />525 <br />14'-0" <br />17-8" <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 <br />() No. 3 <br />(2) 7116 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 />() <br />(2) 7/ 16 strand + <br />N.R. <br />357 <br />357 <br />254 <br />352 <br />2 No. <br />19'4" <br />18'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />N.R. <br />277 <br />277 <br />202 <br />281 <br />2 No. S <br />20'-0" <br />18'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />256 <br />256 <br />188 <br />262 <br />2 No. <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 />22'4" <br />20'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />203 <br />203 <br />155 <br />215 <br />2 No. <br />N.R. <br />(2) 7/16 strand + <br />24'-0" <br />27-8" <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 />Aj <br />DETAIL "A" DETAIL "B" <br />DETAIL "C" DETAIL "D" <br />TYPE DESIGNATION <br />P- PLAIN LINTEL/ QUANTITY OF #5 BAR AT <br />S - SOLID LINTEL r LOWER LINTEL CAVITY <br />[8x1 6-P-1 L/l U] <br />NOMINAL WIDTH J LQUANTITY OF#5BAR AT <br />NOMINAL HEIGHT UI'E'LR LINILLCAVIIY <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)#SL (1)#SU <br />(1)#SL (1)#5U <br />(1)#51 ())#5U <br />Ill#5L (2)#5U <br />DETAIL'H' <br />DETAIL')' <br />DEIAIL'H' &'J' <br />DETAIL W <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'-C <br />7-2" <br />PRECAST <br />(2) D4.5 WIRE <br />121 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 />T2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />7201 <br />10000 <br />9863 <br />10000 <br />4'-8" <br />T-4" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />6614 <br />10000 <br />9053 <br />10000 <br />5-4" <br />4'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />4843 <br />6687 <br />6635 <br />7320 <br />5-10" <br />4' 6" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />3940 <br />5211 <br />5402 <br />5641 <br />6'4" <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 />64" <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 />(2) D4.5 WIRE <br />2 No. 4 <br />2625 <br />2625 <br />2421 <br />2607 <br />9'-4" <br />8'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />2153 <br />2153 <br />1881 <br />2139 <br />10'-6" <br />9'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />1777 <br />1777 <br />1448 <br />1766 <br />I F-4" <br />10'-0" <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />1568 <br />1568 <br />1222 <br />1568 <br />12'-0" <br />10'$" <br />PRECAST <br />(2) No. <br />2 No. S <br />14 '9 <br />3 <br />14'9 <br />3 <br />1075 <br />1439 <br />12'-6" <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 />17-8" <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />1149 <br />1149 <br />760 <br />1149 <br />14'-8" <br />13'-4" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />1419 <br />1419 <br />850 <br />1347 <br />2 No.4 <br />154" <br />14'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand +2 <br />1291 <br />17.91 <br />775 <br />1270 <br />No 4 <br />17'-4" <br />16'-U" <br />PRESTRESSED <br />2 <br />() 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 />(?) No. 3 <br />(2) 7116 strand + <br />1035 <br />1035 <br />478 <br />936 <br />2 Na 5 <br />20'-0" <br />18'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand +2 <br />961 <br />961 <br />446 <br />872 <br />No. <br />21'4" <br />20'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />834 <br />834 <br />390 <br />763 <br />2 No. <br />22'-0" <br />20'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />720 <br />720 <br />366 <br />716 <br />2 No.5 <br />(2) 7/16 strand +(2) <br />24'-0" <br />22'-8" <br />PRESTRESSED <br />(2) No. 3 <br />No 5 <br />642 <br />642 <br />306 <br />599 <br />,•�1 .,x� a a: y <br />DETAIL "H" DETAIL "J" DETAIL "K" <br />TYPE DESIGNATION <br />1' I'LAINUNIEU QUANTITY OF#5 BAR AT <br />S SOLIDLINILL r LOWER I. INTEL CAVIIY <br />[8x1 6-P-1 L/1IUj <br />NOMINAL WIDTH] `QUANTITY OF 45 <br />NOMINAL HEIGHT UPPER LINTEL CA' <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 II) U (0) LL <br />SOLID <br />#5 (2) U (1) L <br />DETAIL'DE' <br />DETAIL'DF' <br />DETAIL'DE' &'DF' <br />DETAIL'DG' <br />3'4' <br />74' <br />7-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />3764 <br />6455 <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 />2'-6" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />2654 <br />4449 <br />3965 <br />3965 <br />N-4" <br />3'-0" <br />2'-8" <br />PRECAST <br />(2) 134.5 WIRE <br />(2) No. 3 <br />2400 <br />4030 <br />3607 <br />3607 <br />4'-8" <br />3'-4" <br />3'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />1966 <br />3390 <br />30,13 <br />3053 <br />5'-8" <br />4'4' <br />4'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />1193 <br />2290 <br />2085 <br />2085 <br />6'-8" <br />5'-4" <br />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 />6-9' <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 />81-0" <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 S-SOLIDLINILL/ -1 rIOWFRIINFI Y OF#CAVAIAT <br />[8x1 I6-P-1 L/1 U] <br />NOMINAL W IEJ J L QUANTITY OF #S BAR <br />NOMINALHLIGIII 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(I)#5U <br />(0)#5L(I)#5U <br />(I)#5L(1)#5U <br />(I)#5L(2)#5U <br />(I)#5L(1)#5U <br />DETAIL'E' <br />DETAILT' <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 />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 />414" <br />3-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />5104 <br />5671 <br />6345 <br />6345 <br />4'-8" <br />3'4" <br />PRECAST <br />12) D4.5 WIRE <br />2 No. 3 <br />4683 <br />5137 <br />5717 <br />5717 <br />54' <br />4'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />3428 <br />3727 <br />4091 <br />4091 <br />6-10" <br />4'4" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />2787 <br />3088 <br />3369 <br />3369 <br />6-6" <br />6-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />2560 <br />2560 <br />2723 <br />2/23 <br />7-6" <br />6-7 <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />1992 <br />1992 <br />2112 <br />2112 <br />71-8" <br />6'4" <br />PRECAST <br />(2) D4.5 WIRE <br />2No. 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 />1 /92 <br />1 /92 <br />1862 <br />1897 <br />8'4" <br />T-0" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />1679 <br />1679 <br />1699 <br />1776 <br />9'4" <br />j 6-9, <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />1411 <br />1411 <br />1319 <br />1489 <br />10'-6" <br />9'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />1186 <br />1186 <br />1014 <br />1251 <br />1 V-4" <br />10'-0" <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />1074 <br />1074 <br />854 <br />1 121 <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 />11'-7' <br />PRECAST <br />(2) No. 3 <br />2 No.5 <br />937 <br />937 <br />685 <br />978 <br />13'4" <br />I T-W <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />859 <br />1 859 <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) 7/16 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 />83b <br />836 <br />426 <br />763 <br />2 No. <br />19'4" <br />18'-(7' <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />655 <br />655 <br />340 <br />645 <br />2 No. <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 ND.5 <br />214' <br />20'-0" <br />PRESTRESSED <br />(2) No.3 <br />(2) 7/16strand + <br />524 <br />524 <br />277 <br />526 <br />2 No.5 <br />22'-0 <br />20'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />488 <br />488 <br />260 <br />493 <br />? No.S <br />(2) 7/16 strand + <br />22'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) No. 5 <br />399 <br />399 <br />217 <br />412 <br />.�►�! .,�:: •.fir+! <br />"I all <br />DETAIL "E" DETAIL "F" DETAIL "G" <br />TYPE DESIGNATION <br />P-PLAIN LINILL/ QUANIIIY OF#S BAR AT <br />S - SOLID LINLIE r LOWER LINILLCCAVIIY <br />[I8x]6-P-1 L/1IU] <br />NOMINAI WIDTH) `OIIANIIfY cF #5 BAR AI <br />NOMINAI HFIGHTJ IIPI'LR LINT ELC:AVIIY <br />REINFORCING SCHEDULE & LOAD CAPACITIES <br />SAFE WORKING LOADS (PLF) <br />8" X 20" COMPOSITE LINTELS <br />LINTEL <br />CLEAR <br />LINTEL TYPE <br />LINTEL STEEL TOP <br />LINTEL STEEL <br />GRAVITY <br />GRAVITY <br />UPLIFT <br />UPLIFT <br />LENGTH <br />SPAN <br />WIRE/ BAR <br />BOTTOM BAR <br />CAPACITY <br />CAPACITY <br />CAPACITY <br />CAPACITY <br />(0)#5L (1)#5U <br />(1)#5L (1)#5U <br />(0)#5L (1)#5U <br />(1)#5L (2)#5U <br />DETAIL'I' <br />DETAIL 'M' <br />(1)451 (1)#5U <br />DFTAIL'N' <br />DFTAIL'L' &'M' <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 />1 7-2" <br />PRECAST <br />(2) 04.5 WIRE <br />2 No. 3 <br />10000 <br />1 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 />1D000 <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 />34" <br />PRECAST <br />(2) 04.5 WIRE <br />2 No. 3 <br />8548 <br />10000 <br />10000 <br />10000 <br />54' <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 />B995 <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 />(21 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 />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 />T-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 />7-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />2384 <br />1 2384 <br />1884 <br />2371 <br />I114" <br />10'-0" <br />PRECAST <br />(2) No 3 <br />2 No. 5 <br />2082 <br />2082 <br />1590 <br />2082 <br />12'- ' <br />a <br />I '-8" <br />0(1 <br />PRECAST <br />2 No. <br />2 No. <br />1895 <br />1 5 <br />89 <br />14 1 <br />0 <br />1895 <br />12'4" <br />11'-2" <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />1775 <br />1775 <br />19.79 <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 />14'-0" <br />17-8" <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />1490 <br />1490 <br />992 <br />1490 <br />14'4" <br />13'4" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />1948 <br />1948 <br />1093 <br />1591 <br />2 No.4 <br />15'-4" <br />14'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />1174 <br />1774 <br />996 <br />1494 <br />2 No.4 <br />17'4" <br />164' <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 />18140" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />1084 <br />1084 <br />615 <br />1095 <br />2 No.5 <br />20'-0" <br />18'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />1008 <br />1008 <br />573 <br />1048 <br />2 No.5 <br />21'A" <br />20' 0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />877 <br />877 <br />501 <br />966 <br />2 No. <br />22'-0" <br />20'-8" <br />PRESTRESSED <br />2 <br />(1 No. 3 <br />(2) 7116 stand + <br />850 <br />850 <br />471 <br />923 <br />2 No. <br />(2) 7116 strand + <br />24'-0" <br />22'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) No. 5 <br />740 <br />740 <br />393 <br />772 <br />f <br />' <br />•'i1 <br />�i1 `�(1 <br />Y <br />Y Y <br />« <br />, . .ti.:..� <br />� . �r �rY� <br />DETAIL "L" DETAIL "M" DETAIL "N" <br />TYPE DESIGNATION <br />P-PLAIN IINTFI/ <br />QUANTITY OF#5 BAR AT <br />S-SOIIDIINTH -1 <br />rIOWFRIINTFICAVITY <br />[8x16-P-1L/1U] <br />I <br />L <br />NOMINAL W IDTHJ <br />NOMINAL HLIGHI <br />QUANTITY OF #5 BAR <br />UPPER I. INTFI. 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 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 AC1530-08. <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 7TH EDITION (2020), RESIDENTIAL SECTION <br />R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION (2020) BUILDING <br />SECTION 2104.1 <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 />TOP LEG BARS: <br />(PLACED IN FIELD) <br />(SEE SCI IEDIII_E) <br />2" 2" <br />(1) #5 CON I INLIOUS RLCd'D. <br />PER STRUCTURAL PLAN <br />37" STIRRUPS AT 4'-0" cc <br />So <br />ED OR WELDED) <br />OI IOM BARS <br />SCHEDULE <br />NEE <br />F5/8 <br />NOTES: <br />I. MINIMUM COVERAGE OF SIT <br />L 5" <br />2. MIN. BEARING REQUIRED AT <br />EA. END - 4" <br />3. STANDARD FOR REINF. SIFT I <br />- ASIM A61S <br />TYPICAL LINTEL SECTION <br />PRECAST CONCRETE <br />3000 PSI GROUT TOP I LG BARS: <br />(PLACED IN FIELD (SEE SCI IEDULE) <br />2" 2" <br />I IT 1I1 115 CONTINUOUS REQ'D. <br />2M PI R SIRIICIIIRAI PI AN <br />CD Cl) 7132" STIRRUPS AT 4'-0" Cc <br />(III D OR WE I DI D) <br />t- BOIIOM BARS <br />SI I SCHI DUI I <br />Cl) N <br />NOTES: <br />1. MINIMUM COVERAGE OF STEEL - 1.5" <br />2. MIN. BEARING REQUIRED AT EA. END - 4" <br />3. STANDARD FOR REINF. STEE I - ASIM A6 H) <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 />(I)#5L (1)#5U <br />(0)#5L (1)#5LI <br />(II#5L (2)#5U <br />DFIAIL'O' <br />DE.TAIL'I" <br />(1)#4L <br />DETAII 'Q' <br />DETAIL'O'P <br />&'' <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 />4'4" <br />7-8" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />10000 <br />10000 <br />10000 <br />10000 <br />414" <br />3'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />10000 <br />10000 <br />10000 <br />10000 <br />414' <br />3'-4" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />10000 <br />10000 <br />10000 <br />10000 <br />514" <br />4'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />7681 <br />10000 <br />10000 <br />10000 <br />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 />6-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />8629 <br />10000 <br />6741 <br />10000 <br />7-6" <br />6-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.4 <br />6266 <br />6603 <br />4891 <br />6909 <br />T-8" <br />64" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.4 <br />5967 <br />6199 <br />4657 <br />6477 <br />8'-0" <br />614" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.4 <br />5430 <br />5524 <br />4236 <br />5756 <br />814" <br />T-0" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.4 <br />4961 <br />4979 <br />3869 <br />5178 <br />914" <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 F-4" <br />101-0" <br />PRECAST <br />(2) No. 3 <br />2 No 5 <br />2699 <br />2699 <br />1959 <br />2699 <br />12' -0 <br />1 '- " <br />U 82 <br />PRECAST <br />2 No. <br />l l <br />No. 5 <br />24 36 <br />2436 <br />1T27 <br />24 36 <br />12'-6" <br />1 F-2" <br />PRECAST <br />(2) No. 3 <br />(21 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 />14'4" <br />12'-8" <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />1878 <br />1 1878 <br />1225 <br />1818 <br />14'-8" <br />13'-4" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />2413 <br />1.413 <br />t:t38 <br />1974 <br />2 No. <br />15 4' <br />14'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />2199 <br />2199 <br />1219 <br />1846 <br />2 No.4 <br />1T-4" <br />164' <br />PRESTRESSED <br />2 <br />1 1 No.3 <br />(2) 7116 strand +2 <br />1698 <br />1698 <br />944 <br />1546 <br />No 4 <br />19'-4" <br />18'-0 <br />PRESTRESSED <br />2 <br />O No. 3 <br />(2) 7116 strand +" <br />1348 <br />1348 <br />753 <br />1330 <br />2 No 5 <br />20'-0" <br />18' 8" <br />PRESTRESSED <br />I2 I No. 3 <br />(2) 7116 strand +2 <br />1254 <br />1254 <br />702 <br />1271 <br />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 />27-0" <br />20'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />1023 <br />1023 <br />5/6 <br />1121 <br />2 No.5 <br />(2) 7/16 strand + <br />24'-0" <br />277 <br />PRESTRESSED <br />(2) No. 3 <br />(2) No.S <br />898 <br />898 <br />481 <br />947 <br />r�1 <br />r�Y <br />raivl <br />:ric1 <br />r <br />:•tt1 <br />r1.Y1 <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'rxl6" 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 />95(1)U(1)L <br />SOLID <br />#5(1)UU(0)LIIIL <br />SOLID <br />#5(2)U(1)L <br />DETAIL'DH' <br />DETAIL'DJ' <br />DETAIL'DH' &'DJ' <br />DETAIL'DK' <br />34' <br />24" <br />2'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />5713 <br />10000 <br />1D000 <br />ICODO <br />4'-0" <br />7-8" <br />24' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />4511 <br />10" <br />9686 <br />10000 <br />4'-7' <br />2'-10' <br />7-6" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />4032 <br />10000 <br />8687 <br />9503 <br />4'-4" <br />3'-0" <br />2-8" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />3647 <br />9133 <br />7835 <br />8173 <br />N-8" <br />34' <br />3-C' <br />PRECAST <br />(2) D4.5 WIRE <br />(21 No.3 <br />2990 <br />7025 <br />6382 <br />6382 <br />5'-8" <br />44" <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 />S-4" <br />5'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />2976 <br />2976 <br />2676 <br />2737 <br />T-0" <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 />91-8" <br />6-4" <br />6-91 <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.4 <br />1563 <br />1563 <br />1113 <br />1455 <br />•i 1 <br />•M <br />.1117% <br />:w <br />74 <br />DETAIL "DH" <br />DETAIL "DJ" <br />DETAIL "DK" <br />TYPE DESIGNATION <br />P - PLAIN LINTEU QUANTITY OE#S BAR AT <br />S-SOLID LINTEL -1 r LOWER LINTEL CAVITY <br />[8x 1 I6-P-1 L/ 1 U] <br />NOMINAL WIDTH J LQUANT,YGr#S BARAI <br />NOMINAL HEGHT UPPFR I INTFI CAVITY <br />TYPE DESIGNATION <br />P-PLAIN LINTEL/ QUANTITY Or #5 BAR AT <br />S - SOT ID IINTFI r IOWFR LINTEL CAVITY <br />[8x16-P-1L/1IU] <br />NOMINAL WIDTH] `QUANTUY OF #5 BAR AT <br />NOMINAL HEIGHT UPPER I INTFI CAVITY <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />81'x20" RECESS DOOR HEADER <br />TOTAL <br />LENGTH <br />CI FAR <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 SAFF LOAD <br />SOLID <br />#5(1)U(0)1- <br />SOLID <br />#5(1)U(1)L <br />SOLID <br />#5(1)U(0)1 LL <br />SOLID <br />#5(2)U(1)1 <br />DF.TAT'DL' <br />DETAIL'DM' <br />DETAIL'DU &'DM' <br />DETAIL'DN' <br />2'-4" <br />2'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />7665 <br />10000 <br />10000 <br />1ODDO <br />4'-0" <br />7-8" <br />74" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />6054 <br />1000D <br />8442 <br />10000 <br />4'-T <br />-1 ' <br />2 0 <br />- <br />2' 6" <br />PRECAST <br />C <br />? D4. WIRE <br />I I 5 <br />2 No. <br />O <br />41 <br />5 3 <br />10000 <br />7552 <br />10000 <br />4'-4" <br />31-0" <br />2'-8" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />4897 <br />1OD00 <br />6836 <br />1DD00 <br />4'-8" <br />3'-4" <br />3'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />4017 <br />100W <br />5613 <br />10000 <br />5'-8" <br />4'-4" <br />N-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 />514" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.4 <br />4569 <br />4569 <br />2302 <br />4235 <br />6'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />3338 <br />3338 <br />1640 <br />3122 <br />8'4" <br />6-9' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />2158 <br />2158 <br />936 <br />2036 <br />IN <br />UNIT '2551' - 1 ST FLOOR PLAN <br />1 /811 = 1 '-011 <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />8"x8" RECESS DOOR HEADER <br />TOTAL <br />LENGTH <br />CLEAR <br />SPAN <br />DOOR <br />SILL <br />IINTFI TYPE <br />IINTFI STEEL LOP <br />WIRE / BAR <br />LINTEL STEEL <br />BOTIJM BAR <br />(.;R VITY SAFE I AT) <br />UPLIFT SFF I O A7 <br />PLAIN <br />SOI ID <br />#5(1)U(0)L <br />SOL ID <br />95(1)U(1)L <br />SOLID <br />#5(1)U(0)L <br />#5 111 U 1 <br />SOL ID <br />#5(2)U(1)L <br />DETAIL'DA' <br />DLIAIL'DB' <br />DLIAIL'DC' <br />DFIAII 'DB' &'DC' <br />DLIAIL'DD' <br />T-8" <br />2'-4" <br />2-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />1919 <br />2143 <br />2143 <br />1753 <br />1/53 <br />4'-0" <br />7 8" <br />2' 4" <br />PRFC:AST <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 />7-6" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />1473 <br />1668 <br />1668 <br />1376 <br />13/6 <br />4'4' <br />T-0" <br />2'-8" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />1367 <br />1553 <br />1553 <br />1284 <br />1284 <br />4'-8" <br />3'4" <br />3'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />1 194 <br />1363 <br />1363 <br />1131 <br />1131 <br />5'4' <br />4'-4" <br />4'-0" <br />PRI CAST <br />(2) D4.5, WIRE <br />(2) No. 3 <br />864 <br />995 <br />995 <br />831 <br />831 <br />6-8" <br />S'4' <br />5-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />662 <br />816 <br />816 <br />650 <br />6S4 <br />T-8" <br />6'-4" <br />1i-0" <br />PRI CCAS1 <br />(2) D4.5 WIRE <br />(2) No. 4 <br />.542 <br />669 <br />669 <br />462 <br />537 <br />9'-8" <br />8' 4" <br />8101, <br />PRECAST <br />12) 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'Ix24r' RECESS DOOR HEADER <br />TOTAL <br />I FNGTH <br />CLEAR <br />SPAN <br />DOOR <br />SIZE <br />LINTEL TYPE <br />LINTEL 5TFFl TOP <br />WIRE / BAR <br />LINTEL STEEL <br />BOTTOM BAR <br />GRAVIIY SAFE LOAD <br />UPLIFT SAFE LOAD <br />SOLID <br />I1IU(0)L <br />SOLID <br />U.S (1) II(1)L <br />SOLID <br /># 51IIH(0)LL <br />SOLID <br />DFIAII 'DO' <br />DFIAIL'DI` <br />DFTAII 'DO' &'DP' <br />DETAIL 'DCY <br />3'-8" <br />2'-4" <br />2'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />9620 <br />10(XX) <br />IO(XX) <br />I(XX)0 <br />4'40' <br />7-8" <br />7-4" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />/.999 <br />1W00 <br />I(")n <br />I(X)(X) <br />4'-7' <br />2'-10" <br />7-6" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />6/96 <br />1("X) <br />WIT)!) <br />I(Xxx) <br />4'4' <br />3'-0" <br />2'-8" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />6149 <br />10(X)0 <br />8604 <br />1=X) <br />4'-8" <br />3'-4" <br />31-0" <br />PRECAST <br />(2) n4.5 WIRE <br />(2) No.3 <br />h044 <br />I(xxx) <br />/066 <br />1(xXx) <br />5-8" <br />4'-4" <br />4'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />3077 <br />10000 <br />4325 <br />10000 <br />6-8" <br />54" <br />5'-0" <br />PRECAST <br />•(2) D4.5 WIRE <br />(2) No.4 <br />3765 <br />738/ <br />2901 <br />6831 <br />7-8" <br />64" <br />6'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />2693 <br />4979 <br />2069 <br />4671 <br />r,-7 <br />641 <br />81-(T <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.4 <br />1 S!i2 <br />2996 <br />1 183 <br />28,14 <br />�,ir <br />#,fir <br />, •i:1 <br />r•�'! <br />• •,i'll <br />TYPE DESIGNATION <br />=• .' <br />�- <br />... <br />.. ,; <br />[8x16-P-IL/IU] <br />o <br />DETAIL "DL" <br />DETAIL "DM" <br />DETAIL "DN" <br />DETAIL "DO" <br />DETAIL "DP" <br />DETAIL "DQ" <br />TYPE DESIGNATION <br />[8x16-P-IL/IU] <br />L�00 1 <br />oon <br />WM <br />TYPE DESIGNATION <br />-I'I AIN IIFIIFI/ ()IIANIIIY(ll#:,HAILAI <br />11-\U11171rlI FI r1)WFIl I INTFI (:AVIIY <br />[8x 16-P-1 L/ l U] <br />IIOMINI I WIFTHJ OunN n OF #" nAl' M <br />N-MILIAI HEIGHT IIF'I'FR IIIII FI (CAVIIY <br />OCT 2 8 2022 <br />Virtual Review Assist, Inc. <br />Plans Review completed and app ed <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />SAFE WORKING LATERAL LOADS (PLF) <br />8" X 8" LINTELS <br />Total <br />Length <br />Type, <br />8",XW <br />PLAIN <br />8"x8" <br />SOIID <br />2'-10" <br />Precast <br />2082 <br />9235 <br />3'-6" <br />Precosl <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 />9459 <br />5'-4" <br />Precosl <br />663 <br />1940 <br />5'-10" <br />Precast <br />583 <br />1624 <br />64* <br />Precast <br />486 <br />1396 <br />Precast <br />403 <br />1134 <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 />//2 <br />10'-6' <br />Precast <br />156 <br />600 <br />1 F-4" <br />Precast <br />132 <br />651 <br />12'-0" <br />Precast <br />111 <br />593 <br />17-6" <br />Precast <br />98 <br />544 <br />13'-4" <br />Precast <br />89 <br />475 <br />14'-0" <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 />2.57 <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 />2TAY <br />Prestressed <br />N.R. <br />127 <br />24'-0" <br />Prestressed <br />N.R. <br />too <br />N.R. = Not Recommended <br />1 <br />04 <br />• <br />; n `. <br />00 <br />W <br />r <br />. o <br />RC1) 8,05 .� <br />LID <br />ton <br />d <br />LLJ <br />O <br />-i <br />W <br />z <br />Q <br />W L �O 8 <br />M Cq d <br />V) M <br />cn d c) <br />E= ccl) <br />C L p <br />C O i 8 <br />} <br />rem ■� Q LL o O .r <br />v_J a <br />.0 <br />•^N` V W Q.N c <br />W L 000 E� <br />CL <br />L <br />ETjWL gp ~F- -j wz~ <br />r <br />zWW �W,cmg O�Y00JO <br />ct� <br />Q Q <br />X ,z �Q_ <br />CYU)Ix ggzOw00mzz <br />H <br />J <br />Z <br />�>zYOz <br />0 a�� p W <br />Qow�¢-gY20 <br />�a.I <br />CL <br />U) LL <br />�oW z <br />QLL <br />< <br />LLQ <br />ZW <br />O <br />T z <br />(0 O <br />Q w M L0 <br />W' U <br />C� <br />G W <br />M <br />Z00 <br />V F- <br />WZ <br />W <br />J <br />0 <br />00 <br />I <br />r <br />I <br />� <br />I <br />r <br />I <br />r <br />I <br />r <br />I <br />r <br />O <br />N <br />N <br />CD <br />N <br />N <br />C) <br />0 <br />0 <br />0 <br />0 <br />O <br />DO <br />.- <br />0 <br />CD <br />N <br />e_- <br />O <br />N <br />I <br />I <br />C) <br />O <br />O <br />� <br />O <br />O <br />i <br />I <br />Z <br />W <br />Nw <br />LO <br />Lo <br />> <br />o <br />0 <br />N <br />0 <br />M <br />0 <br />4 <br />o <br />6 <br />I <br />1 <br />I <br />1 <br />d' <br />DO <br />ccrQZ <br />W <br />C) <br />4-a <br />0 <br />W <br />oo_o <br />Wv <br />U U <br />Lo <br />0 <br />0Wo <br />Z <br />_1-- <br />d <br />F- <br />x Q <br />^ <br />L l <br />= <br />m=W <br />nl <br />W <br />O <br />Z03: <br />W� <br />■ ■ <br />O <br />zcro <br />�- <br />Ip <br />< <br />:5wx <br />Z <br />Z <br />az <br />H <br />L <br />pU <br />CL <br />_0 <br />W <br />Z <br />z <br />W <br />W <br />J <br />N <br />C) <br />LAST PLOT DATE <br />■ ■ <br />STRUCTURAL DETAIL <br />zlO <br />J <br />A (LEFT) <br />
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