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6622 Back Forty Loop
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Last modified
3/24/2025 2:05:18 PM
Creation date
2/27/2025 11:25:06 AM
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Building Plans
Street #
6622
Location
Back Forty Loop
Contractor
Lennar Homes
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)#51. (1)#5U <br />(1)#5L (1)#5U <br />(0)#51. (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 />1.4. <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 />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 />21-8" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. <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. <br />1566 <br />2859 <br />2859 <br />2772 <br />2772 <br />4'-8" <br />3'-4" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />1453 <br />2654 <br />2654 <br />2574 <br />2574 <br />5'-4" <br />4'-0" <br />PRECAST <br />2 D4.5 WIRE <br />l 1 <br />2 No. <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 />7-8" <br />6'-4" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />619 <br />1130 <br />1130 <br />1115 <br />1115 <br />8'-0" <br />6'-8" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. <br />581 <br />1062 <br />1062 <br />1048 <br />1048 <br />8'-4" <br />7'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. <br />548 <br />1001 <br />tool <br />979 <br />988 <br />9'-4" <br />8'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />467 <br />853 <br />853 <br />759 <br />843 <br />10'-6" <br />9'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />398 <br />727 <br />727 <br />582 <br />718 <br />11'-4" <br />10'-0" <br />PRECAST <br />(2) No.3 <br />2 No.S <br />355 <br />1 649 <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 />1 V-2" <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />312 <br />570 <br />1 570 <br />391 <br />570 <br />13'-4" <br />12'-0" <br />PRECAST <br />(2) No.3 <br />2 No.5 <br />287 <br />525 <br />525 <br />337 <br />525 <br />14'-0" <br />12'-8" <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />270 <br />449 <br />449 <br />286 <br />451 <br />14'-8" <br />134" <br />PRESTRESSED <br />(2) No.3 <br />(2) 7116strand + <br />N.R. <br />522 <br />522 <br />360 <br />499 <br />2 No. <br />15'-4" <br />14'-0" <br />PRESTRESSED <br />(2) No.3 <br />(2) 7116strand + <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) 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) 7116strand + <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 />188 <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. S <br />�'•R- <br />27-0" <br />20'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />203 <br />203 <br />155 <br />215 <br />2 No. <br />N.R. <br />(2) 7/16strand + <br />24'-0" <br />22'-8" <br />PRESTRESSED <br />(2) No.3 <br />(2) No. 5 <br />N.R. <br />164 <br />164 <br />124 <br />179 <br />N.R: NOT RECOMMENDED <br />..•ti • <br />DETAIL "A" DETAIL "B" <br />L` j - L., <br />DETAIL "C" DETAIL "D" <br />TYPE DESIGNATION <br />P - PLAIN LINTEL/ r QUANTITY OF MS BAR AT <br />5-SOLID LINTEL I LOWER LINTEL CAVITY <br />[8x16-P-]L/1IU] <br />NOMINAL WIDTH) `WUANTRYOF 11 BARAT <br />J <br />NOMINAL HEIGHT UPPER LINTELCAVII'Y <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 STEELTOP <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)#51.(1)#5U <br />(1)#5L(1)#51.1 <br />(1)#SL(1J' <br />(1)#5L(2)#5U <br />DETAIL'H' <br />DETAIL')' <br />DETAIL'H' &J'' <br />DETAIL'K' <br />2'-10" <br />1'-6" <br />PRECAST <br />2 D4.5 WIRE <br />2 No. 3 <br />10000 <br />10000 <br />10000 <br />10000 <br />3'-6" <br />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 />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 />54" <br />4'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.3 <br />4843 <br />6687 <br />6635 <br />7320 <br />5'-10" <br />4'-6" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />3940 <br />5211 <br />5402 <br />5641 <br />6'-6" <br />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 />6'-4" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.4 <br />3071 <br />3071 <br />2916 <br />3049 <br />8'-0" <br />6-8" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.4 <br />2831 <br />2831 <br />2651 <br />2811 <br />8'-4" <br />7'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />2625 <br />2625 <br />2421 <br />2607 <br />9'-4" <br />8'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />2153 <br />2153 <br />1881 <br />2139 <br />10'-6" <br />9'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.4 <br />1777 <br />1777 <br />1448 <br />1766 <br />11'-4" <br />10'-0" <br />PRECAST <br />(2) No.3 <br />2 No.5 <br />1568 <br />1568 <br />1222 <br />1568 <br />12'-0" <br />101-8" <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />1439 <br />1439 <br />1075 <br />1439 <br />12'-6" <br />l l'-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" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />1419 <br />1419 <br />850 <br />1347 <br />2 No.4 <br />(2) 7/16 strand + <br />15-4" <br />14'-0" <br />PRESTRESSED <br />(2) No. 3 <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) 7/16 strand + <br />993 <br />993 <br />600 <br />1084 <br />2 No, 4 <br />(2) 7/16 strand + <br />19'-4" <br />18'-0" <br />PRESTRESSED <br />(2) No. 3 <br />1035 <br />1035 <br />478 <br />936 <br />(2 No. <br />20'-0" <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 />(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) 7/16strand + <br />720 <br />720 <br />366 <br />716 <br />2 No.S <br />(2) 7/16 strand+ <br />24'-0" <br />22'-8" <br />PRESTRESSED <br />(2) No.3 <br />(2) No. 5 <br />642 <br />642 <br />306 <br />599 <br />DETAIL "H" DETAIL "J" DETAIL "K" <br />TYPE DESIGNATION <br />S -SOLI / QUANTITY D LINTELI L.-ERWER LINTEL <br />EL CAVRY <br />[8xl I6-P-1 L/1IU] <br />NOMINALWIDTH] J `QUANTITY OF#5 BAR AT <br />NOMINAL HEIGHT UPPER LINTEL CAVITY <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 />#5 ( SOU 0) L <br />#5) U ) L <br />SOLID <br />#5(2)UII)L <br />DETAIL'DE <br />DETAIL'DF' <br />DETAIL'DE' &'DF' <br />DETAIL'DG' <br />3-8" <br />7 4" <br />2'-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 />7 4" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />2970 <br />4965 <br />4401 <br />4401 <br />4-2" <br />2'-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'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />1966 <br />3390 <br />3053 <br />3053 <br />5' 8" <br />4'-4" <br />4'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />1193 <br />2290 <br />2085 <br />2085 <br />6'-8" <br />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 />11188 <br />1267 <br />91-8" <br />8'-4" <br />8'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />1000 <br />1000 <br />686 <br />903 <br />TYPE DESIGNATION <br />P: PLAIN LINTEL/ �'1 r' QUANTITY OF #5 BAR AT <br />S-50LID LINTEL I I LOWER LINTELCAVITY <br />[ 8x 1 I <br />6-P-1 L/ 1U] <br />NOMINAL WIDTH) Ij `� OUf NTRY OF #5 BAR AT <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)#51. (1)#5U <br />(1)#51. (1)#51.1 <br />(0)#51. (1)#51.1 <br />(1)#5L (2)#5U <br />(1)#SL (1)#SU <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 />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'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />5104 <br />5671 <br />6345 <br />6345 <br />4'-8" <br />3'-4" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />4683 <br />5137 <br />5717 <br />5717 <br />5'-4" <br />4'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.3 <br />3428 <br />3727 <br />4091 <br />4091 <br />5'-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'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2) No. 4 <br />2560 <br />2560 <br />2723 <br />2723 <br />74' <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 />81-0" <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 />1 1411 <br />1319 <br />1489 <br />10'-6" <br />V-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />1186 <br />1186 <br />1014 <br />1251 <br />11'-4" <br />10'-0" <br />PRECAST <br />(2) No.3 <br />2) No. 5 <br />1074 <br />1074 <br />854 <br />1121 <br />12'-0" <br />10'-8" <br />PRECAST <br />(2) No.3 <br />2 No. 5 <br />992 <br />992 <br />751 <br />1035 <br />12'-6" <br />11'-2" <br />PRECAST <br />(2) No.3 <br />2) No. 5 <br />937 <br />937 <br />685 <br />978 <br />13'-4" <br />12'-0" <br />PRECAST <br />(2) No.3 <br />2 No. 5 <br />859 <br />859 <br />591 <br />896 <br />14'-0" <br />12'-8" <br />PRECAST <br />(2) No.3 <br />2 No. 5 <br />804 <br />804 <br />529 <br />838 <br />14'-8" <br />13'-4" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />1207 <br />1207 <br />605 <br />938 <br />(2) No.4 <br />15-4" <br />14'-0" <br />PRESTRESSED <br />(2) N3.3 <br />(2) 7116 strand + <br />1095 <br />1095 <br />551 <br />8$7 <br />(2) No.4 <br />1T <br />16'-0" <br />PRESTRESSED <br />2 <br />O No.3 <br />(2) 7/16 strand +-4" <br />836 <br />836 <br />426 <br />763 <br />2 No. <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 <br />O No. 3 <br />(2) 7/16 strand +2 <br />607 <br />607 <br />317 <br />601 <br />No. <br />21'4' <br />20'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />524 <br />524 <br />277 <br />526 <br />(2) No. 5 <br />22'-0" <br />20'-8" <br />DRESTRESSED <br />(2) No.3 <br />(2) 7/16 strand + <br />488 <br />488 <br />260 <br />493 <br />2 No.5 <br />(2) 711 strand + <br />24'-0" <br />22'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) No. 5 <br />(2) <br />399 <br />399 <br />217 <br />412 <br />TYPE DESIGNATION <br />P - PLAIN LINTEL/ <br />r QUANTITY OF #5 BAR AT <br />5-SOLID LINTEL -1 <br />I LOWER LINTEL CAVITY <br />[8xl 6-P-1 L/I U] <br />NOMINALWIOTHJ j <br />`QUANTRYOF#5BAR <br />NOMINAL HEIGHT <br />UPPER LINTEL CAVITY <br />DETAIL "E" DETAIL "F" DETAIL "G" <br />REINFORCING SCHEDULE & LOAD CAPACITIES <br />SAFE WORKING LOADS (PLF) <br />8" X 20" COMPOSITE LINTELS <br />LINTEL <br />CLEAR <br />LINTEL TYPE <br />LINTEL STEEL TOP <br />LINTEL STEEL <br />GRAVITY <br />GRAVITY <br />UPLIFT <br />UPLIFT <br />LENGTH <br />SPAN <br />WIRE/ BAR <br />BOTTOM BAR <br />CAPACITY <br />CAPACITY <br />CAPACITY <br />CAPACITY <br />(0)#5L())#5U <br />(1)#5L(1)#5U <br />(0)#5L(1)#SU <br />(1)#5L(2)#5U <br />DETAIL'L' <br />DETAIL'M' <br />(1)#51. (1)#51.1 <br />DETAIL'N' <br />DETAIL'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 />2'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.3 <br />10000 <br />10000 <br />10000 <br />10000 <br />4'-0" <br />2'-8" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />10000 <br />10000 <br />10000 <br />10000 <br />4'-6" <br />3'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />9313 <br />10000 <br />10000 <br />10000 <br />4'-8" <br />3'-4" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />8548 <br />10000 <br />10000 <br />10000 <br />5'-4" <br />4'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />6261 <br />10000 <br />8605 <br />10000 <br />5'-10" <br />4'-6" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />5095 <br />8995 <br />7007 <br />9811 <br />6'-6" <br />5-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />6871 <br />6871 <br />5482 <br />6814 <br />7-6" <br />6'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />4693 <br />4693 <br />3976 <br />4661 <br />7'-8" <br />64" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />4456 <br />4456 <br />3785 <br />4427 <br />8'-0" <br />6'-8" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />4047 <br />4047 <br />3443 <br />4021 <br />8'-4" <br />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 />6-0" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />2954 <br />2954 <br />2445 <br />2937 <br />10'-6" <br />9'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />2384 <br />2384 <br />1884 <br />2371 <br />1l'-4" <br />101-0" <br />PRECAST <br />(2) No.3 <br />(2) No. 5 <br />2082 <br />2082 <br />1590 <br />2082 <br />12'-0" <br />10'-8" <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />1895 <br />1895 <br />1401 <br />1895 <br />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 />14'-0" <br />12'-B" <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />1490 <br />1490 <br />992 <br />1490 <br />14'-8" <br />13'-4" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />1948 <br />1948 <br />1093 <br />1591 <br />(2) No. 4 <br />15'-4" <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 N3 <br />()o. <br />(2) 7/16 strand + <br />1368 <br />1368 <br />771 <br />1264 <br />2 No.4 <br />19'-4" <br />18'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />1084 <br />1084 <br />615 <br />1095 <br />(2) No. 5 <br />20'-0" <br />18'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />1008 <br />1008 <br />573 <br />1048 <br />2 No.5 <br />21'-4" <br />20'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand +(2) <br />877 <br />877 <br />501 <br />966 <br />No. 5 <br />22'-0" <br />20'-B" <br />PRESTRESSED <br />(2) No.3 <br />(2) 7116strand + <br />850 <br />850 <br />471 <br />923 <br />2 No.5 <br />(2) 7/16 strand +(2) <br />24'-0" <br />22'-8" <br />PRESTRESSED <br />(2) No. 3 <br />No. 5 <br />740 <br />740 <br />393 <br />772 <br />DETAIL "L" <br />DETAIL I'M" <br />DETAIL "N" <br />TYPE DESIGNATION <br />P- PLAIN LINIEL/ <br />r QUANTITY OF #5 BAR AT <br />S-SOLID LINIEL -] <br />I LOWER LINTEL CAVITY <br />[8x1 L/ 1IU] <br />NOMINAL WIDIHJ1 <br />I6-P-1 <br />I <br />` QUANTITY Or #.S BAR <br />NOMINAL HEIGHT ---JJJ <br />UPPER LINTEI. CAVITY <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />8"x16" 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 />DETAIL'DH' <br />DETAIL'DJ' <br />DETAIL'DH' &'DJ' <br />DETAIL'DK' <br />3-8" <br />2'-4" <br />2'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />5713 <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 />4511 <br />10000 <br />9686 <br />10000 <br />4'-2•' <br />2'-10" <br />2-6' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />4032 <br />10000 <br />8687 <br />9503 <br />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 />4'-8" <br />34" <br />3'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />2990 <br />7025 <br />6382 <br />6382 <br />5-8" <br />4'-4" <br />4'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />1819 <br />4139 <br />3839 <br />3839 <br />6'-8" <br />54" <br />5-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.4 <br />2976 <br />2976 <br />2676 <br />2737 <br />7'-8" <br />64" <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 />64' <br />8'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />1563 <br />1563 <br />1113 <br />1455 <br />DETAIL "DH" DETAIL "DJ" DETAIL "DK" <br />TYPE <br />�1DESIGNATION <br />QUANTITY F #5 BAR <br />5-SOLID LINTEL/ I F LOWER LINTEL CAVITYAT <br />[8x1 j <br />6L/1U] <br />NOMINALWIDTH1 `QUANTITY OF#5 BAR AT <br />NOMINAL HEIGHT UPPER LINTEL CAVITY <br />GENERAL NOTES: <br />1.) CODES <br />1.1 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTIONS <br />R402 2 & R6 06. <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 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 />el 11 <br />3000 PSI GRtLD) <br />TOP LEG BARS: <br />(PLACED IN(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 />LnBOTTOM BARS <br />SEE SCHEDULE <br />7 5/8'f <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- ASTM A615 <br />TYPICAL LINTEL SECTION <br />PRECAST CONCRETE <br />3000 PSI GROUT <br />(PLACED IN FIELD) <br />2" 2" <br />Bo <br />ip <br />� M <br />� N <br />rn <br />11/ 11/ <br />aaN. 7 5/8 rxl <br />TOP LEG BARS: <br />(SEE SCHEDULE) <br />- (1) #5 CONTINUOUS REQ'D. <br />PER STRUCTURAL PLAN <br />7/32" STIRRUPS AT 4'-0" cc <br />(TIED OR WELDED) <br />BEARING OF 8 (WITH A MINIMUM ACCEPTABLE BEARING OF 4 NOTES: <br />PER FLORIDA BUILDING CODE 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 />42DESIGNER MAY EVALUATE <br />LOAD TABLES B CACULATINGMAXIMUMRESISTING MOMENT AND TYPICAL RECESS LINTEL SECTION <br />SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT PRECAST CONCRETE <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 />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)#51-(1)#5U <br />(1)#5L(1)#5U <br />(0)#5L(1)#5U <br />(1)#5L(2)#SU <br />DETAIL'O' <br />DETAIL'P' <br />(1)#4L(1)#SU <br />DETAIL'Q' <br />DETAIL'O' &'P' <br />2'-10" <br />V-6" <br />PRECAST <br />2 D4.5 WIRE <br />2 No.3 <br />10000 <br />10000 <br />10000 <br />10000 <br />3'-6" <br />2'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />10000 <br />10000 <br />10000 <br />10000 <br />4'-0" <br />2'-8" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.3 <br />10000 <br />10000 <br />10000 <br />10000 <br />414" <br />3'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.3 <br />10000 <br />10000 <br />10000 <br />10000 <br />4'-8" <br />3'-4" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />10000 <br />10000 <br />10000 <br />10000 <br />5'-4" <br />4'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.3 <br />7681 <br />10000 <br />10000 <br />10000 <br />5'-10" <br />4'-6" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.3 <br />6251 <br />10000 <br />8615 <br />10000 <br />6'-6" <br />5-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />8629 <br />10000 <br />6741 <br />100DO <br />7-6" <br />6-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />6266 <br />6603 <br />4891 <br />6909 <br />7'-8" <br />6'-4" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.4 <br />5967 <br />6199 <br />4657 <br />6477 <br />8'-0" <br />6'-8" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />5430 <br />5524 <br />4236 <br />5756 <br />8'-4" <br />7'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />4961 <br />4979 <br />3869 <br />5178 <br />9'-4" <br />8'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.4 <br />3865 <br />3838 <br />3010 <br />3973 <br />10'-6" <br />9'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />2984 <br />3021 <br />2320 <br />3118 <br />11'-4" <br />10'-0" <br />PRECAST <br />(2) No. 3 <br />2) No. 5 <br />2699 <br />2699 <br />1959 <br />2699 <br />12'-0" <br />10'-8" <br />PRECAST <br />(2) No.3 <br />2 No.5 <br />2436 <br />2436 <br />1727 <br />2436 <br />12'4" <br />l l'-2" <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />2269 <br />2269 <br />1577 <br />2269 <br />13'-4" <br />12'-0" <br />PRECAST <br />(2) No, 3 <br />2 No. 5 <br />2034 <br />2034 <br />1366 <br />2034 <br />14'-0" <br />12'-8" <br />PRECAST <br />(2) No. 3 <br />2 No.5 <br />1878 <br />1878 <br />1225 <br />1878 <br />14'-8" <br />134" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />2413 <br />2413 <br />1338 <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 />16'-0" <br />PRESTRESSED <br />2 <br />O No. 3 <br />(2) 7/16 strand +2 <br />1698 <br />1698 <br />944 <br />1546 <br />No. <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 />18'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />1254 <br />1254 <br />702 <br />1271 <br />2 No.5 <br />2V-4" <br />20'-0" <br />PRESTRESSED <br />(2) No.3 <br />(2) 7/16strand + <br />1092 <br />1092 <br />614 <br />1167 <br />(2) No. 5 <br />22'-0" <br />20'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />1023 <br />1023 <br />576 <br />1121 <br />2 No.5 <br />(2) 7/16 strand + <br />24'-0" <br />22'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) No. 5 <br />898 <br />898 <br />481 <br />947 <br />DETAIL "0" DETAIL "P" DETAIL "Q" <br />TYPE DESIGNATION <br />P- PLAIN LINTEL/ �1 r' QUANTITY OF #5 BAR AT <br />5-SOLID LINTEL I I LOWER LINTEL CAVITY <br />[8x1j <br />6-P-1 L/1IU] <br />NOMINALWIDTHJ `-QUANTITYOP#SBARAI <br />NOMINAL HEIGHT UPPER LINTEL CAVITY <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />8"x20" 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 />DETAIL'DL' <br />DETAIL'DM' <br />DETAIL'DL' &'DM' <br />DETAIL'DN' <br />3-8" <br />74" <br />2'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />7665 <br />10000 <br />10000 <br />100D0 <br />4•-0" <br />2'-8" <br />2'-4" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />6054 <br />10000 <br />8442 <br />10000 <br />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'-8" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />4897 <br />10000 <br />6836 <br />10000 <br />4'-8" <br />3'-4" <br />3'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />4017 <br />1Owl) <br />5613 <br />10000 <br />51-8" <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'-B" <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 />6'-4" <br />6-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />3338 <br />3338 <br />1640 <br />3122 <br />9'-8" <br />8'-4" <br />8'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />2158 <br />2158 <br />936 <br />2036 <br />o 0 <br />UNIT '2382' - 1ST FLOOR PLAN <br />1 /811 = 1'-0" <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />8"x8" RECESS DOOR HEADER <br />TOTAL <br />LENGTH <br />CLEAR <br />SPAN <br />DOOR <br />SIZE <br />LINTEL TYPE <br />LINTEL STEEL TOP <br />WIRE/ BAR <br />LINTEL STEEL <br />BOTTOM BAR <br />GRAVITY SAFE LOAD <br />UPLIFT SAFE LOAD <br />PLAIN <br />SOLID <br />#5(1)U(0)L <br />SOLID <br />#5(1)U(1)L <br />SOLID <br />#5 1)U(0)LL <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'-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 />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 />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'-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 />1194 <br />1363 <br />1363 <br />1131 <br />1131 <br />51-8" <br />4'-4" <br />4'4" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />864 <br />995 <br />995 <br />831 <br />831 <br />6'-8" <br />54' <br />5'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.4 <br />662 <br />816 <br />816 <br />650 <br />654 <br />7'-8" <br />6-4" <br />6-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />542 <br />669 <br />669 <br />462 <br />537 <br />9'-8" <br />64" <br />8'-0" <br />PRECAST <br />j (2) D4.5 WIRE <br />(2) No. 4 <br />1 396 <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)IJ(0)L <br />#5 1 U I L <br />SOLID <br />#512)U(1)L <br />DETAIL'DO' <br />DETAIL DP <br />DETAIL'DO' &'DP' <br />DETAIL'DQ' <br />3'-8" <br />24" <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 />7-8" <br />2'-4" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />7599 <br />10000 <br />1 D000 <br />10000 <br />4'-2" <br />2'-1 D" <br />2'-6" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />6796 <br />10000 <br />9505 <br />10000 <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'-&" <br />3'-4" <br />3'-0" <br />PRECAST <br />(2) 04.5 WIRE <br />(2) No.3 <br />5044 <br />10000 <br />7066 <br />10000 <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'-B" <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'-B" <br />6'-4" <br />6-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />2693 <br />4979 <br />2069 <br />4671 <br />91-8" <br />8'-4" <br />6-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />1552 <br />2996 <br />1 183 <br />2844 <br />TYPE DESIGNATION <br />•.i', <br />'i . <br />'•i <br />.... <br />.: <br />: ' <br />P - SRitl LOIRL LBMER L}111EL GVI1Y T <br />f1 <br />, ... <br />, . • . <br />•�•, <br />[8x16-P-IL/IU1 <br />• <br />", .• <br />' <br />h• <br />Ii�kaL WIDTH � <br />�•, <br />,"., <br />,J <br />DETAIL "DL" <br />DETAIL "DM" <br />DETAIL "DN" <br />DETAIL "DO" <br />DETAIL "DP" <br />DETAIL "DQ" <br />TYPE DESIGNATION <br />S - SR]➢ Nmlu I LBk'ER L1!lTEL CAVITY T <br />[8x1I6-P-IL/IU1 <br />tld#'lK VIDTHJJ LOF LPL LINTEL 5 W AT <br />*NVIL HEIGHT <br />TYPE DESIGNATION <br />P - PLAIN LArtEL/ rL,�UANIII Y Or Nb BAR AT <br />S SOLID LINTEL 7 I LOW",RiIINIFI CA`IIIY <br />[I8xII6-P-1L/1IU] <br />IJCMINAI WI•JIH r J `OUANIIIYOF#S BARAI <br />NOMINAL HEIGHT UPPER I.I NI H CAVITY <br />JUL 2 1 2023 <br />Virtual Review Assist, Inc. <br />Plans Review completed and apprM <br />for compliance with the 2020 FBC 1th I <br />by Debra Anne Klahr PX2300 <br />SAFE W�RKING LATERAL LOADS (PLF) <br />" X 8" LINTEL <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 />5-10" <br />Precast <br />583 <br />1624 <br />6'-6" <br />Precast <br />486 <br />1396 <br />7'-6" <br />Precast <br />403 <br />1134 <br />7'-8" <br />Precast <br />392 <br />1100 <br />8'-0" <br />Precast <br />363 <br />1037 <br />8'-4" <br />Precast <br />318 <br />981 <br />9'-4" <br />Precast <br />222 <br />772 <br />10'-6" <br />Precast <br />156 <br />600 <br />1 V-4" <br />Precast <br />132 <br />651 <br />12'-0" <br />Precast <br />111 <br />593 <br />12'-6" <br />Precast <br />98 <br />544 <br />13'-4" <br />Precast <br />82 <br />475 <br />14'-0" <br />Precast <br />71 <br />429 <br />14-8" <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 />1 '-4" <br />9 <br />Prestressed <br />N.R. <br />1 8 4 <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 />M <br />0 <br />N <br />Q <br />,� FJ <br />?T t.... <br />e 1•ft <br />W <br />O <br />9 <br />Z <br />d <br />cnn` N LO - E <br />L '0 o <br />W <br />M C <br />-!- p U oM <br />} wog o8 <br />O Q10 a) <br />V� <br />• N_ 4k <br />f� w Ci <br />♦% I_ ry C <br />N E� <br />i o m <br />� a <br />WUJ� <br />w <br />W�ILL! W O <br />F- <br />Q(D �--� <br />3 <br />U <br />0x0LLU$-jO <br />�ozg0~�< �0 zU.1. <br />oWoY00mozUat <br />zJa'Z <br />z0 <br />Wo 0Q°U)0��QOw zp, <br /><0W <br />LL <br />2aw <br />Od =O ~aLL <br />0 <br />0 <br />Z N <br />Uj <br />O� <br />U/ 5 <br />O <br />0 M <br />Q U'^) M Lo <br />U) <br />awQ? <br />�N_ W a. _M <br />Z V <br />LU <br />W <br />J0 <br />0 <br />N <br />N <br />N <br />N <br />N <br />•- <br />�- <br />O <br />N <br />O <br />CV <br />O <br />ition <br />OT <br />O <br />O <br />MO <br />co <br />'3' <br />CD <br />� <br />00 <br />O <br />O <br />O <br />O <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />CD <br />N <br />N <br />O <br />N <br />O <br />00 <br />L()00 <br />e- <br />O <br />A <br />" <br />N <br />O <br />M <br />N <br />o <br />0 <br />0 <br />0 <br />0 <br />N� <br />Z <br />; <br />0 <br />�- <br />0 <br />N <br />o <br />M <br />0 <br />'d <br />0 <br />Ln <br />0 <br />Cfl <br />O <br />ti <br />LO � <br />Cr <br />MI <br />VJ <br />Z Z <br />Z O <br />W <br />O <br />U <br />0W(n <br />LU <br />U > <br />1- 0 <br />0 <br />Uo-s <br />I-O <br />Q <br />a <br />O <br />^ <br />eii <br />(� <br />V / <br />Z <br />W f- Q <br />Cr. r <br />Q <br />~LIJ <br />co0Z <br />N <br />ZjW <br />3: <br />�2ZW <br />M <br />[LZZ <br />CD <br />LU N <br />Og2z <br />>-N <br />a <br />v�Z� <br />CK -�e <br />Z <br />U <br />Ov <br />O <br />g <br />,e„e� <br />00 <br />z <br />Z <br />W <br />W <br />04 <br />W co <br />04 <br />O <br />LAST PLOT DATE <br />May. 9, 23 <br />z4-+ <br />O <br />STRUCTURAL <br />J <br />DETAILS A <br />
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