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Last modified
3/3/2025 10:51:51 PM
Creation date
2/19/2025 9:10:30 AM
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Building Plans
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36495
Location
Smithfield Ln
Contractor
Lennar Homes LLC
Building Plans - Permit #
Unknown
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REINFORCING SCHEDULE & LOAD CAPACITIES <br />SAFE WORKING LOADS (PLF) <br />8" x 8" LINTELS <br />LINTEL <br />CLEAR <br />LINTEL TYPE <br />LINTEL STEEL TOP <br />LINTEL STEEL <br />UNFILLED <br />GRAVITY <br />GRAVITY <br />UPLIFT <br />UPI IF <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)tl <br />T)#51 (1)05U <br />(0)#5L(I)#5U <br />(1)#5L(2)#5U <br />DFTAII 'A' <br />DFTAII W <br />DFTAII 'C' <br />(1)#5L (1)#5U <br />DETAIL'D' <br />DLTAIL'B' &'C' <br />2'-10" <br />1'-6" <br />PRECAST <br />2 D4.5 WIRE <br />2 No.3 <br />6740 <br />9462 <br />9462 <br />1 10000 <br />10000 <br />3'-6" <br />7-2" <br />PRECAST <br />(2) D4.5 WIRE <br />7 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 />4'4" <br />3'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />1566 <br />2859 <br />2859 <br />2772 <br />2772 <br />4'$" <br />314" <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 />2000 <br />2000 <br />5'-10" <br />4'-6" <br />PRECAST <br />12) D4.5 WIRE <br />2 No.3 <br />964 <br />1 1636 <br />1636 <br />1712 <br />1/12 <br />6-6" <br />5-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />796 <br />1 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 />1 152 <br />7'-8" <br />64' <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />619 <br />1130 <br />1130 <br />1115 <br />1 115 <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'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.4 <br />548 <br />1001 <br />1 1001 <br />9/9 <br />988 <br />914" <br />60" <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 F-4" <br />10'-0" <br />PRECAST <br />(2) No, 3 <br />2 No. 5 <br />'155 <br />649 <br />649 <br />489 <br />649 <br />1214" <br />10'-8" <br />PRECAST <br />(2) No 3 <br />2 No. 5 <br />329 <br />602 <br />602 <br />430 <br />607 <br />1214" <br />1 F-2" <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />312 <br />570 <br />5/0 <br />391 <br />570 <br />IN-4" <br />17-0" <br />PRECAST <br />(2) No. 3 <br />2 No..5 <br />28/ <br />52.5 <br />525 <br />33/ <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 />2.86 <br />451 <br />14'-8" <br />13'-4" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />N.R. <br />522 <br />522 <br />360 <br />499 <br />2 No. <br />15'4' <br />14'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />N.R. <br />4/3 <br />4/3 <br />328 <br />455 <br />2 No.4 <br />I/'4" <br />16-0" <br />PRESTRESSED <br />121 No.3 <br />(7) 7116 strand + <br />N.R. <br />357 <br />357 <br />254 <br />352 <br />2 No.4 <br />19'-4" <br />1K-O" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />N.R_ <br />2// <br />2// <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 />756 <br />138 <br />262 <br />2 No.5 <br />N.k. <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 />'L No.S <br />N.R. <br />22'-0" <br />20'-B" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />203 <br />203 <br />155 <br />715 <br />2 No..S <br />N.R. <br />(2) 7116 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 />•1 <br />DETAIL "A" DETAIL "B" DETAIL "CI' DETAIL "D" <br />TYPE DESIGNATION <br />P - PI AIN I INTFI / QUANTITY OF #' BAR AT <br />-S01110 NTFI rIOWFR IIN TF C''AVRY <br />[8xl6-P-1 L/I U] <br />NOMINAL WIDTH j `GUANIIIYOF#',BAR <br />NOMINAL HFIGHT UPPER IINI FI CAVITY <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 />I FNGTH <br />SPAN <br />WIRE / BAR <br />BOTTOM BAR <br />CAPACITY <br />CAPACITY <br />CAPACITY <br />CAPACITY <br />(0)#5L(I)#5U <br />(0)#5I (I)#5U <br />(1)#5L (1)#5U <br />(1)#51 (2)#5U <br />DETAIL'H' <br />DETAIL'J' <br />;1)#51L (1)#5U <br />DETAIL'H' &'J' <br />DETAIL'K' <br />7-10" <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 />7 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 />S-4" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />6614 <br />10000 <br />9053 <br />10000 <br />S-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 />6-6" <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 />7'4" <br />6-4" <br />PRFCASf <br />(2) D4.5 WIRE <br />2 No.4 <br />30/1 <br />3071 <br />2916 <br />3049 <br />8' 0" <br />6' 8" <br />PRI'CAST <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 />914" <br />8'4" <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 />10'-8" <br />PRECAST <br />(2) No. 3 <br />) No. 5 <br />1439 <br />1439 <br />1075 <br />1439 <br />12'-6" <br />1 F-2" <br />PRECAST <br />(2) No. 3 <br />7 No. 5 <br />1:354 <br />1354 <br />981 <br />1354 <br />13'-4" <br />12'-0" <br />PRECAST <br />(2) No. 3 <br />7 No. 5 <br />1232 <br />1232 <br />849 <br />1232 <br />14'-0" <br />12'-8" <br />PRECAST <br />(2) No. 3 <br />? No. 5 <br />1149 <br />1149 <br />760 <br />1149 <br />(2) 1/I6 strand + <br />14'-8" <br />IS-4" <br />PRESTRESSED <br />(2) No. 3 <br />1419 <br />1419 <br />SSO <br />1347 <br />2 No.4 <br />(2) 7116 strand + <br />5'-4" <br />14'-0" <br />PRESTRESSED <br />2 <br />O No. 3 <br />1291 <br />1291 <br />775 <br />1270 <br />2 No.4 <br />(2) 7116 strand + <br />17'-4" <br />I6'-0" <br />PRESTRESSED <br />(2) No. 3 <br />993 <br />993 <br />600 <br />1084 <br />2 No.4 <br />19'-4" <br />18' 0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />1035 <br />1035 <br />478 <br />936 <br />2 No.5 <br />(2) 7/ 16 strand + <br />20'-0" <br />18'-8" <br />PRESTRESSED <br />(2) No. 3 <br />961 <br />961 <br />446 <br />872 <br />`L No.S <br />(2) 7116 strand + <br />21' 4" <br />20' 0" <br />PRESTRESSED <br />(2) No. 3 <br />834 <br />834 <br />390 <br />763 <br />No. <br />(2) 7116 strand + <br />22'-0" <br />20'-8" <br />PRESTRESSED <br />(2) No. 3 <br />720 <br />720 <br />366 <br />716 <br />2 No.5 <br />E24'-0" <br />(2) 7/ 16 strand + <br />22'-8" <br />PRESTRESSED <br />(2) No- 3 <br />(2) No. S <br />642 <br />1 <br />642 <br />306 <br />599 <br />DETAIL "H" DETAIL "J" DETAIL "K" <br />TYPE DESIGNATION <br />I' PLAIN IINIFII -L QUANTITY OF#) KARAT <br />S ti)111)IINIiI I rlt)WFR INIFI(;AVITY <br />[8x]6-P-1 L/1 U] <br />NOMINAL WIDTH)ILQUANTITYOr#S BAR AT <br />NOMINAL HLIGH UPPER LINTEL CAVITY <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />81Ixl2" 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)I LL <br />SOLID <br />#5(2)U(I)L <br />DETAIL'DE' <br />DETAIL'DF <br />DETAIL 'DE' &'DP <br />DFTAII. 'DG <br />3'4" <br />2'-4" <br />2'-U' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.:3 <br />3/64 <br />6455 <br />5637 <br />5637 <br />4--0" <br />7-6, <br />74' <br />PRECAST <br />(211)4.5 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 />(7) No. 3 <br />2654 <br />4449 <br />3965 <br />3965 <br />4'-4" <br />3'-0" <br />7-8" <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'-(7' <br />PRECAST <br />(2) D4.'i WIRE <br />(2) No.3 <br />1966 <br />3390 <br />30153 <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 />5'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />1764 <br />1763 <br />1578 <br />15/8 <br />T$" <br />6'-4" <br />6-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />1409 <br />1409 <br />1188 <br />1261 <br />7-8" <br />8'-4" <br />8'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />1000 <br />lFM <br />686 <br />903 <br />!- *- --: <br />DETAIL "DE" DETAIL "DF" DETAIL "DG" <br />TYPE DESIGNATION <br />P PLAINLINIH/ -1 QUANTfTYOF#5BARAT <br />S SOUDLINILL I FII-R IINTFI CAVITY <br />[8xl 6-P-1 L/1 U] <br />NOMINAL WIDTH] ] L QUANTITY OF #5 BAR At <br />NOMINAL HFIGHI LIPFFR I INTFI i.AVITY <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 STFFI <br />GRAVITY <br />GRAVITY <br />UPI 11 1 <br />UPLI1 f <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)#a (I)#5(1 <br />(1)#51 (2)#5U <br />(1)#5L (1)#5U <br />DETAIL'E' <br />DETAIL'F' <br />DL1Al1 'P &'F <br />DFTAII_'G' <br />2'-101, <br />1 F-6" <br />PRECAST <br />2 D4.5 WIRE <br />2 No. 3 <br />10000 <br />10000 <br />1 10000 <br />10000 <br />3'-6' <br />7-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />9383 <br />10000 <br />10000 <br />10000 <br />4'-0" <br />7-B" <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 />S-4" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.3 <br />4683 <br />5137 <br />5717 <br />5717 <br />S-4" <br />4'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.3 <br />3428 <br />3727 <br />4091 <br />4091 <br />S-10" <br />4'-6" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />2787 <br />3088 <br />3369 <br />3369 <br />6'4' <br />S-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />2560 <br />2560 <br />2723 <br />2/23 <br />74" <br />6-7' <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />1992 <br />1992 <br />2112 <br />2112 <br />7'-8" <br />6-4" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />1921 <br />1921 <br />2035 <br />2035 <br />8'-0" <br />6-8" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />1792 <br />1792 <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 />1//6 <br />V-4" <br />8'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />1411 <br />1411 <br />1319 <br />1489 <br />10'-6" <br />V-2' <br />PRECAST <br />(2) D4.5 WIRL <br />2 No. 4 <br />1186 <br />1186 <br />1014 <br />1251 <br />1 F-4" <br />10'-0" <br />PRECAST <br />(2) No. 3 <br />7 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 />1214" <br />ill-7. <br />PRECAST <br />(2) No.3 <br />2 No. 5 <br />937 <br />937 <br />685 <br />9/8 <br />13'-4" <br />12'-0" <br />PRECAST <br />(2) No.3 <br />2 No.5 <br />859 <br />1 859 <br />591 <br />896 <br />14'-0" <br />1214" <br />PRECAST <br />(2) No. 3 <br />7 No. 5 <br />804 <br />804 <br />529 <br />838 <br />14'-8" <br />13'-4" <br />PRESTRESSED <br />2 <br />O No-3 <br />(2) 7116 strand +2 <br />20/ <br />207 <br />605 <br />938 <br />No. <br />15'-4" <br />14'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) // I6 strand + <br />1095 <br />1095 <br />551 <br />98/ <br />2 No. <br />174' <br />16'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />836 <br />836 <br />426 <br />/63 <br />2 No. <br />9'-4" <br />8'-0" <br />PRCSIRCSSED <br />2 No. 3 <br />O <br />(2) 7116 strand + <br />655 <br />655 <br />340 <br />645 <br />2) No. <br />20'-0" <br />18'-8" <br />PRESTRESSED <br />12 1 No.3 <br />(2) 7116 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) 7116 strand + <br />524 <br />524 <br />277 <br />526 <br />2 No. <br />20'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />488 <br />488 <br />260 <br />493 <br />2 No. <br />(2) 7116 strand + <br />22'-8" <br />PRESTRESSED <br />2 <br />O No.3 <br />(2) No 5 <br />399 <br />399 <br />211 <br />41'2 <br />TYPE DESIGNATION <br />P -I'I. A IN IINI FL/ (UJAN III Y OF#S BA k AI <br />S SOLID IINI LI. r LOW LR I IN I ILL VIIY <br />[8x]I6-P-1L/11J] <br />NOMINAL WIDTH J L OIIAN 111 Y OF#S BAR AI <br />NOMINAL. IEIOIII UPPER LINTEL CAVITY <br />DETAIL "E" DETAIL 'IF" 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 />LIPLIII <br />UPLIFT <br />IFNGTH <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 />DETAILT' <br />DETAIL'M' <br />(1)#5I (1)#5U <br />DFTAII'N' <br />DETAIL'L' &'M' <br />2'-10" <br />F-6" <br />PRECAST <br />2 D4.5 WIRE <br />2 No. 3 <br />10000 <br />10000 <br />10000 <br />10000 <br />3' 6" <br />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 />74' <br />6-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />4693 <br />1 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 />1 4456 <br />3785 <br />4427 <br />8'-0" <br />6-8" <br />PRECAST <br />(2) D4.5 WIRE <br />121 No. 4 <br />4047 <br />4047 <br />3443 <br />4021 <br />814" <br />7101, <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />3706 <br />3706 <br />3144 <br />3683 <br />9'4" <br />8'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.4 <br />2954 <br />2954 <br />2445 <br />2937 <br />10'-6' <br />9'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.4 <br />2384 <br />2384 <br />1884 <br />2371 <br />TV 4.. <br />10, 0" <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />2082 <br />2082 <br />1590 <br />2082 <br />17-0" <br />10'4" <br />PRECAST <br />(2) No. 3 <br />2 No.5 <br />1895 <br />1895 <br />1401 <br />1895 <br />17-6" <br />1F-2" <br />PRECAST <br />(2)No. 3 <br />2 No.5 <br />1775 <br />1/75 <br />12/9 <br />1//5 <br />13'-4" <br />12'-0" <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />1605 <br />1605 <br />1 10/ <br />I6M <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 />IS-4" <br />PRESTRESSED <br />2 <br />l l 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 />L No. <br />17-4" <br />16-0" <br />PRESTRESSED <br />I2 I No.3 <br />(2) 7116 strand + <br />1368 <br />1368 <br />771 <br />1264 <br />2 No.4 <br />19'-4" <br />18'-0" <br />PRESTRESSED <br />2 <br />O No.3 <br />(2) 7116 strand + <br />1084 <br />1084 <br />615 <br />1095 <br />2 No. <br />20'-0" <br />18'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand +2 <br />1008 <br />1008 <br />5/3 <br />1048 <br />No. <br />21' 4" <br />20'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />8/I <br />8// <br />501 <br />966 <br />(2) No. 5 <br />27-0" <br />20fS" <br />PRESTRESSED <br />I2 I No. 3 <br />(2) 7116 strand +2 <br />850 <br />850 <br />471 <br />923 <br />No. 5 <br />(2) 7116 strand +(2) <br />74'4" <br />22'-8" <br />PRESTRESSED <br />(2) No. 3 <br />Na 5 <br />740 <br />740 <br />393 <br />7/2 <br />11 <br />DETAIL "L" DETAIL "M" DETAIL "N" <br />TYPE DESIGNATION <br />P-MAINIIMFI/ �L QUANTITY OF #5 BAR AT <br />S Sol ID LIMN I I I OWFR I INTFI CAVITY <br />IN 6-P-1 L/1 U] <br />NOMINALWIDNIJ J L QUANTITY OF#5 BAR AT <br />NOMINAL IILIGI II UPPER LINTEL 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 ACI 530-08. <br />3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. <br />3.3 MORTAR SHALL BE TYPE S. <br />3000 PSI GROUT <br />(PLACED IN FIELU� <br />2" 2" <br />7 5/8" <br />TOP LEG BARS: <br />(SEE SCHEDULE) <br />- (1) #5 CONTINUOUS RFQ'D. <br />PER STRUCTURAL PLAN <br />7132" STIRRUPS AT 4'-0" cc <br />(TIED OR WELDED) <br />NOTES: <br />1. MINIMUM COVERAGE OF STEEL. - 1.5" <br />2. MIN. BEARING REQUIRED AT EA. END - 4" <br />3. STANDARD FOR R1 INT. STEEL_ - ASTM A615 <br />TYPICAL RECESS LINTEL SECTION <br />PRECAST CONCRETE <br />4.) STRUCTURAL: <br />4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A <br />BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" <br />PER FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTION <br />R606.14 OR FLORIDA BUILDING CODE 7TH EDITION (2020), BUILDING) <br />SECTION 2104.1.5 <br />4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE <br />LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND <br />SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT <br />4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST <br />BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED <br />UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. <br />3000 PSI GROUT TOP LEG BARS: <br />(PLACED IN FIELD) (SEE SCHEDULE) <br />2" 2" <br />(1) #5 CON IINUOUS REQ'D. <br />PER STRUCTURAL PLAN <br />;° SEFSCIIFDULE <br />/:A9" STIRRUPS AT 4'-0" cc <br />6D co Cl) IE) OR WEIDFD) <br />In <br />r 'a OTTOM BARS <br />N <br />7 5/8" <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 />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 />I INTFI <br />CI FAR <br />LINTEL TYPE <br />I INTFI STEEL TOP <br />I INTFL STEEL <br />GRAVITY <br />GRAVITY <br />UPLIFT <br />UPLIFT <br />LENGTII <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)#51LJ <br />(0)#51 (1)#5U <br />(I)#5L (2)#5U <br />DETAII'0' <br />DFTAII'P' <br />(1)#4L(1)#5U <br />DETAIL'Q' <br />DLTAIL'O' & 'P' <br />1' 6" <br />PRECAST <br />2 D4.5 WIRE <br />2 No. 3 <br />10000 <br />10000 <br />10000 <br />10000 <br />7-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.3 <br />10000 <br />10000 <br />10000 <br />10000 <br />7-8" <br />PRECAST <br />(2) D4.5 WIRF <br />2 No.3 <br />10000 <br />10000 <br />10000 <br />10000 <br />ft <br />3'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />10000 <br />10000 <br />10000 <br />10000 <br />3'-4" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.3 <br />10000 <br />10000 <br />10000 <br />10000 <br />4'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.3 <br />/681 <br />10000 <br />10000 <br />10000 <br />51-10" <br />4'-6" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />6251 <br />10000 <br />1 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 />6/41 <br />10000 <br />/-G" <br />6-2' <br />PRECAST <br />(2) D4.5 WIRE <br />7 No.4 <br />6266 <br />6603 <br />4891 <br />6909 <br />7'-8" <br />6 4" <br />PRLCASI <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 />8'4)" <br />PRI CAST <br />(2) D4.5 WIRL <br />2 No. 4 <br />3865 <br />:3838 <br />3010 <br />3973 <br />10'-G" <br />V-2" <br />PRECASI <br />(2) D4.5 WIRE <br />2 No. 4 <br />2984 <br />3021 <br />2320 <br />3118 <br />1 L-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 />1 /27 <br />2436 <br />12'-6" <br />1 F-2" <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />2269 <br />2269 <br />15/7 <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 />18/8 <br />18/8 <br />1225 <br />1878 <br />14'-8" <br />13'-4" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />7413 <br />7413 <br />1338 <br />1974 <br />7_ No.4 <br />15- <br />14'-0" <br />PRESTRESSED <br />(') No. 3 <br />(2) 7/ 16 strand +4" <br />2199 <br />2199 <br />1219 <br />1846 <br />2 No 4 <br />(2) // 16 strand + <br />1T-4" <br />6'-0" <br />PRESTRESSED <br />2 <br />() No. 3 <br />698 <br />1698 <br />944 <br />1546 <br />2 No.4 <br />(2) 7116 strand + <br />17 4" <br />18'-0" <br />PRESTRESSED <br />(2) No. 3 <br />1348 <br />1348 <br />753 <br />1330 <br />2 No. <br />20' 0" <br />18'-8" <br />PRESTRESSED <br />2 <br />O No. 3 <br />(2) 7116 strand + <br />1254 <br />1254 <br />702 <br />1271 <br />2 No.S <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. <br />22'-0" <br />20, 8" <br />PRFSTRFSSFD <br />(2) No. 3 <br />(2) 7116 strand + <br />1023 <br />1023 <br />576 <br />1121 <br />2 No. <br />(2) 7116 Strand + <br />24'-0" <br />22'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) No. 5 <br />898 <br />898 <br />481 <br />947 <br />'lbw. <br />t R•�� <br />Y �tv1 <br />1�!•'r <br />:•`t <br />tR!••r <br />7 <br />1 <br />+�rtv1 <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 />811x16" RECESS DOOR HEADER <br />101AL <br />LENGTH <br />CLEAR <br />SPAN <br />DOOR <br />S17E <br />I INTEL I YPE <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 />##STiUUOILL <br />SOLID <br />#5(2)U(1)L <br />DFIAII 'DH' <br />DFIAIL'OS <br />DETAILT)lf&'DJ' <br />DETAILTX <br />3'-8" <br />7 4" <br />7-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />5713 <br />10000 <br />10000 <br />10000 <br />4'-0' <br />2'-8" <br />2'4" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />4511 <br />10000 <br />9686 <br />10000 <br />4'-7' <br />7-10" <br />7-6" <br />['RECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />4032 <br />10000 <br />8687 <br />9503 <br />4'-4" <br />3'-C' <br />7-8" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />3647 <br />9133 <br />7835 <br />8173 <br />4'-8" <br />3'-4" <br />3'-0" <br />PRECASI <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 />PRECASI <br />(2) D4.5 WIRE <br />12) No. 3 <br />1819 <br />4139 <br />3839 <br />3&39 <br />6'-8" <br />5'4" <br />5-0" <br />PRECAST <br />(2) D4.5 WIRE <br />12) 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 />22W <br />2292 <br />1918 <br />2121 <br />9'-8" <br />8'4" <br />8'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />1563 <br />1563 <br />1113 <br />1455 <br />TYPE DESIGNATION <br />P-PIAINIINTFI/ QUANTITY OF#5BAR AT <br />5�SOLIDLINILL -1 rLOWLRI.INIFLC'AVIIY <br />[8x 16-P-1 L/ l U] <br />NOMINALWIDTHJ LQUANTITY OF #S BAR AT <br />NOMINAL HEIGHT UI'I'Fk IN] CAVITY <br />TYPE DESIGNATION <br />I' PIAINNNILL/ QIIANIIIY "Ill LIAR AT <br />$ SOLID LINTEL r LOWER LINTCL CAVITY <br />[8xl 6-P-1 L/1 U] <br />NOMINAI WIDTH LQUANIIIYOI IISHAIt AI <br />NOMINAL HEIGHT UPPER LINT LL CAVIIY <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />81'x201I 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)IF <br />SOLID <br />115(1)UU(0)LL <br />45 IllDFTAII <br />SOLID <br />IM(2)U(1)L <br />'DI' <br />DFTAII.. 'DM' <br />DFTAII 'DI.' &'DM' <br />DEIAIL'DN' <br />3'-8" <br />2'-4" <br />2'-0' <br />PRECAST <br />(2) D42S WIRE <br />(2) No.3 <br />7665 <br />10000 <br />10000 <br />10000 <br />4'-0" <br />7-8" <br />7-4" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />6054 <br />1006D <br />8442 <br />10000 <br />4'-2" <br />2'-To" <br />7-6" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />S413 <br />10000 <br />7552 <br />10000 <br />4'-4" <br />3'-0" <br />7-8" <br />PRECASI <br />(2) D4.5 WIRE <br />(2) No.3 <br />4891 <br />10" <br />6836 <br />10000 <br />4'-8" <br />3'-4" <br />3'-0" <br />PRECAST <br />(2) U4.6 WIRE <br />(2) No.3 <br />4017 <br />10000 <br />5613 <br />10000 <br />5$" <br />4'-4" <br />4'4)" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />2448 <br />7050 <br />3434 <br />6540 <br />6-8" <br />5-4" <br />6'-0" <br />PRECASI <br />(2) F)4 5 WIRE <br />(2) No. 4 <br />4569 <br />4569 <br />2302 <br />4235 <br />T$" <br />64" <br />6-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />3338 <br />3338 <br />1640 <br />3122 <br />V-8" <br />8'-4" <br />8'-0" <br />PRECASI <br />(2) D4.5 WIRE <br />(2) No. 4 <br />21.58 <br />1 2159 <br />936 <br />2036 <br />TYPE DESIGNATION <br />AlIL ''IT, rLB�LI <br />[8x16-P-IL/IU1 <br />LI _II 11 III I <br />I,IIM II' Ii .I _I <br />DH <br />H) <br />V <br />UNIT '1450' - 1ST FLOOR PLAN ELEV B <br />1 /891 = 1'-011 <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />8"x8'I RECESS DOOR HEADER <br />TOTAL <br />LENGTH <br />CLEAR <br />SPAN <br />DOOR <br />517F <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)IT(1)L <br />SOLID <br />#5(1)I U U(0)1L <br /># L <br />SOLID <br />#5(2)U(1)L <br />DEfA1L'DA' <br />DETAIL'DB' <br />DETAIL'DC' <br />DETAIL'DB' &'DC' <br />DETAIL'DD' <br />S-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 />7-4" <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 />13/6 <br />4'-4" <br />3'-0" <br />2'$" <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 />34' <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'-81, <br />4' 4" <br />4'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />864 <br />995 <br />995 <br />831 <br />831 <br />6'4' <br />5-4" <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 />531 <br />8'-4" <br />8'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />396 <br />1 489 <br />1 489 <br />1 261 <br />1 393 <br />..; .. .. <br />DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DDT' <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />811x24L' RECESS DOOR HEADER <br />TOTAL <br />LENGIH <br />CLEAR <br />SPAN <br />DOOR <br />SIZE <br />LINTEL TYPE <br />I. INTFI. SIFF[ TOP <br />WIRE/ BAR <br />LINTEL STEEL <br />BOITOM BAR <br />GRAVITY SAFE LOAD <br />UPLIFT SAFE LOAD <br />SOLID <br />#5 (1) U (0) L <br />SOLID <br />45 (1) U (1) L <br />SOLID <br />#5 (1) U (0) L <br /># 1 L <br />SOLID <br />#5 (2) U (1) L <br />DETAIL'DO' <br />DETAIL'DP' <br />DETAIL'DO'&'DP' <br />DEfAIL'DQ' <br />31-8" <br />7-4" <br />2'-0" <br />PRECAST <br />(2) 1)4.5 WIRE <br />(2) No.3 <br />9620 <br />10" <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 />10000 <br />10000 <br />4'-7' <br />2'-10" <br />7-6' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />6796 <br />10000 <br />9505 <br />10000 <br />4'-4" <br />3-0" <br />2'-8" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />6149 <br />10000 <br />8604 <br />10000 <br />4'-8" <br />3'-4" <br />3'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />5044 <br />10000 <br />7066 <br />IOOOO <br />5-8" <br />4-4" <br />N-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />3077 <br />10000 <br />4325 <br />10000 <br />6 8" <br />5'4' <br />H_0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No- 4 <br />3765 <br />7387 <br />2901 <br />6&31 <br />T-8" <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 />64, <br />6_0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.4 <br />1.552 <br />196 <br />1 1183 <br />2844 <br />TYPE DESIGNATION <br />!'IN I INIII/ �:INNI UI 'I'. IAI <br />5 III II!JIII � rl114'll INII i,!'V1VI1" <br />[8x16-P-IL/IU] <br />NIIN'Ial . 'IJ j Lf..IAN II III <br />UI IMI NA FF IILI �LFFP I.�I FI LAWTf <br />TYPE DESIGNATION <br />P - PLAIN LINTEU QUANTITY OF #5 BAH Al <br />S-SOLID LINTEL r I UWFR I INTFI CAVITY <br />[8x16-P-1 L/1 U] <br />NOMINAI WIDIIIJ J ` QUANTITY OF#BAR AT <br />NOMINAL. HILICi111 UPPER LINTEL CAVITY <br />MAR 0 4 2023 <br />1 <br />Virtual Review ASSISI. nc. <br />Plans Review completed and approved <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'Sc8" <br />PLAIN <br />WX8" <br />SOLID <br />2'-10" <br />Precast <br />2082 <br />9235 <br />3'-C' <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 />6 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 F-4" <br />Precast <br />132 <br />651 <br />12'-0" <br />Precast <br />Ill <br />593 <br />17-6" <br />Precast <br />98 <br />544 <br />13'4" <br />Precast <br />82 <br />475 <br />IN-O" <br />Precast <br />71 <br />429 <br />144' <br />Prestressed <br />N.R. <br />417 <br />15'-4" <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 />2V-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 />too <br />N.R. = Not Recommended <br />N <br />N <br />O <br />.s+?Arb DNS <br />N <br />00 <br />N <br />R .f.•, <br />^(L a ` 1 <br />r <br />LO <br />CD <br />LO <br />'1 <br />t ` <br />Q <br />T'ti,t,.H <br />W <br />•�, <br />f � +A c � �, <br />"^ <br />lS <br />W <br />0 <br />Z <br />Q <br />c� <br />W <br />Lr'• <br />L '= U <br />m <br />} N M <br />N <br />V �- <br />C <br />E z o <br />} :D Oo o <br />O a Q <br />\JJ U N Q <br />�tn <br />W O ^ N C)- <br />� c <br />F2 <br />V <br />0 <br />6.(7T, <br />11 Ib N <br />W <br />WLLJ <br />0 LLI (6 W O I- <br />Q ¢< v� <br />Of 0OL <br />z�Q <br />W <br />�hWQ Wn <br />�-j0Q� <br />ZLL_j <br />U)�xoowooco <br />W<UWAOO <br />¢JQa <br />z <br />�=a <br />U'UQ' <br />a0W<- Wz00Q WLL <br />0U) <br />OW F-E- Z <br />oX ¢QW Q O LL <br />Q <br />H <br />l' <br />C) <br />IN <br />Z W <br />F_ <br />'O <br />vJ <br />0 M <br />Q U) M <br />O <br />� <br />G U <br />F-WW <br />0- <br />M <br />r <br />Z U <br />Z <br />W <br />Wo <br />J <br />O <br />i <br />1 <br />1 <br />i <br />1 <br />1 <br />I <br />I <br />1 <br />0 <br />�- <br />/�/� <br />o <br />-4_- <br />0 <br />04 <br />CC <br />O <br />o <br />C) <br />I <br />I <br />I <br />Z <br />0 <br />N <br />W <br />� <br />> <br />000 <br />M <br />I <br />[ <br />r <br />I <br />I <br />MI Cr <br />Z 1- <br />W (n <br />Z <br />C)ZW <br />W <br />000 <br />O <br />W 000 <br />Lo <br />F- <br />O <br />DZ> <br />IDWo <br />W_Q <br />\_ <br />�z <br />W � 2 <br />Ln <br />w = 1¢- <br />111 <br />m~2 <br />q�r0 <br />F-O <br />r-i <br />Z O M <br />■ 0 <br />W <br />a <br />O <br />2�-::) <br />ZQwo <br />Z <br />U <br />Z IL <br />CL <br />Z <br />U <br />poa- <br />� <br />Z <br />Z <br />J <br />WC) <br />`C_ <br />LAST PLOT DATE <br />Q <br />O <br />Z <br />J <br />STRUCTURAL DETAILS <br />ELEV. B <br />
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