6711 Wagon Trail St - Laserfiche WebLink

Browse Search

&AFE LOAD T,45L E & FOR GRAVITY, UPLIFT 4 LATERAL LOADS 8' PRECAST 4 PRESTRESSED U-LINTELS GRA V 1 T1' LENGTH TYPE 8F8-08 SF12-06 16- 20- 24- 8- 32-0 811$ Fe-IB 8FI2-I15 6F16-I5 INF20-I15 8F24-15 8F28-I15 aF32-I15 2'-10' l34'J PRECAST 2302 3166 4413 6039 1526 W04 10412 11936 3166 4413 6035 1526 W04 10412 11936 3'-6' C42') PRECAST 2302 313E 3311 4689 6001 1315 8630 9941 3166 4413 6039 1526 W04 10412 1193rb 4'-0' (48') PRECAST 2029 2325 2496 3461 4438 5410 6384 1358 2646 4413 6039 1526 W04 10412 11936 4'-6' C54') PRECAST 1181 IS13 2651K545e 4149 4896 5644 1651 2110 4021 6039 W04 10412 9668 5'-4' C64") PRECAST 1184 1223 1301 1805 2826 3336 3846 1665 2889 5051 5400 6424 1450 5'-10'l10') PRECAST 9 12 1000 1059 1414 2304 2121 3131 1459 2464 4144 4431 5280 6122 6'-6°(18") PRECAST cJ31 1255 2101 3263 3358 3911 4585 1255 2101 3396 5260 1134 S555 6890 102E I615 2385 1994 2439 2886 3333 T-6' (90')PRECAST 16'T 102E 1615 2610 3839 5596 6613 5041 9'-4' (112') PRECAST 5i3 632 104E 1469 1210 1482 1154 2021 168 1212 We 2544 3469 4030 3121 10'-6'C126`) PRECAST ¢ej6 482 802 1125 915 1122 1328 1535 658 1025 1514 2081 2114 3130 2404 Il'-4' (136') PRECAST 445 598 935 1365 054 2355 1193 2015 598 935 1365 1854 2441 3155 4044 12'-O'(144") PRECAST ¢i¢ 545 864 1254 1689 2014 1510 I818 555 864 1254 1693 2211 2832 35W 13'-4"(160')PRECAST 362 421 126 1028 1331 1635 1224 1418 4e5 148 1016 1436 le55 2343 2920 W-O'(168') PRECAST 338 381 640 1 919 Ilso 1462 1061 1260 455 100 1003 1335 1114 2153 2666 14'-8' (1167 PRESTRESSED NR NR NR NR NR NR NR N.R. 465 165 1310 2045 2610 -1185 3165 15'-4' C184'J PRESTRESSED NR NR NR NR NR NR NR N.R. 420 695 1250 1655 2310 28W 3410 IT-4'(206')PRESTRESSED NR NR NR NR NR NR NR N.R. 310 530 S50 1400 1800 2200 2600 19'-4' (232') PRESTRESSED NR NR NR NR NR NR NR N.R. 240 400 150 10990 WOO 1120 2030 21'-4' (25(b')PRE5TRESSED NR NR NR NR NR NR NR N.R. 183 330 ve 540 1340 1180 2110 22'-0'(2(b4')PRESTRE5SED NR NR NR NR NR NR NR N.R. 160 300 510 810 1250 1660 IS10 24'-0t288')PRESTRESSED NR NR NR NR NR NR NR N.R. 130 1 240 1 410 120 1030 1350 1610 MATERIALS I. F'c precast lintels - 3500 pal. 2. F'c prestressed lintels = 6000 psi. 3. F'c grout = 3000 pal w/ maximum 316' aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength - 1900 psi. 5. Rebar provided In precast lintel per ASTM A615 GR60. Field rebar per ASTM A615 GR40 or GR60. 6. Prestressing strand per ASTM A416 grade 210 low relaxation. 1. 1/32 wire per ASTM A510. 8. Mortar per ASTM C210 type M or S. 8' PRECAST 4 PRESTRESSED U-LINTELS CR�r UI L IFT LATERAL TYPE 8-Ir2ll�5 I6-IT 20-IT 24-IT 28-IT 8F32-IT LENGTH 8-2 I6-2T 20-2N4532 28-2 SF32-2T SUB 8F8 2'-10'(34') PRECAS7 2121 4101 53321811 90552021 2021 2121 3981 51901630 B85121653260 42316204 1192 3'-6' (42') PRECAST 2165 3165 4125606I 1036 1251 1251 4'-0' (48') PRECAST 1818 1989 2832 3680 5381 6245 1815 1525 2150 3583 4422 5264 1 6110 935 938 4'-(o' (54') PRECAST 1660 1162 2501 3251 4010 4161 5525 -12-1 121 1660 1105 2435 3111 3913 4658 5406 1393' 1484 2110 2141 3315 4010 4648 5'-4' l64") PRECAST 1393 1431 2050 2610 3293 3920 4549 505 505 51-101001) PRECAST 1212. 1351 1930 2505 3084 3665 424-1 418 416 1212 1315 1815 2441 3010 3583 41—r (1B") PRECAST 1141' 1200 1133 2250 2169 32SO 3812 101 � 1141 1182 1684 2192 2103 3216 3132 T-6' (90')PRECAST %BBe. S12 1415 1914 2354 2191 3240 591 65-1 SW 102E 1466 1901 2351 2191 3245 9'-4' (112') PRECAST 801' 612 SW 1269 1560 1852 2144 WI 155 1192 1550 1910 2211 2634 454 30 10'-6'(126') PRECAST 116- 498 153 1021 1261 1456 1131 396 493 116 bIl 1039 1383 1111 2034 2358 Il'-4' (136") PRECAST 666' 439 696 899 1104 130E I5I5 363 556 666 535 905 1295 1595 I896 21W 12'-O'(I44') PRECAST 601• 400 631 616 1001 1186 1312 340 494 631 486 818 1209 1514 1199 2086 13'-4" 060') PRECAST 500' 340 532 686 841 991 1153 302 398 513 409 682 1004 1361 1631 1891 14'-O'(168') PRECAST 458' 316 493 635 118 922 1065 286 360 548 318 629 S22 1254 1561 1016 243 295 45S 591 124 851 990 14'-8' (Il6') PRESTRESSED 243 352 582 852 1156 1491 1142 N.R 351 228 21S 430 553 611 801 925 15'-4' (84') PRESTRESSED 228 329 $42 -lei 1012 1381 I616 N.R. 321 IBIS 236 361 464 561 610 114 il'-4' (208')PRE$TRESSED lea 216 449 649 814 1121 1389 N.R. 255 IV-4' (232') PRESTRESSED 165 201 313 401 490 518 661 N.R.204 165 23S 383 550 136 940 1" 21'-4' (256°)PRESTRESSED 145 186 218 356 433 512 590 142 212 336 411 635 WI 993 N.R. 112 22'-O'(264')PRESTRESSED 140 180 268 343 L 418 493 S68 131 205 322 451 bml 111 941 N.R. 161 24'-O'(288') PRESTRESSED 121 165 244 312 380 441 r N.R. 135 124 186 290 408 538 680 833 GENERAL NOTES 'REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR 8' PRECAST W/ 2' RECESS DOOR U-LINTELS R� GF,,4ViTT' TYPE 6- 13"10-0B awl Is- 8RF22- 6- 8RF30-09 LENGTH 9141F6-115 &WIC -as OW14-0 SWID-18 61IF22-19 EW26-1115 SM30-IB 4'-4' (52') PRECAST 148E 159I 3053 2982 3954 4529 5SO4 6880 1821 3412 4982 6412 1941 9416 10816 4'-6' (54') PRECAST 1351 1449 2182 2114 3600 4401 5315 6264 1102 3412 4982 6412 1941 9416 10818 (68°)PRECAST 185 832 1602 5 1550 2058 266 3015 3585 1153 2102 4014 6412 1 651rc 5814 6839 5'-10' (10') PRECAST In119 1500 1449 1524 2400 2816 3352 1103 2051 3811 6412 6516 5450 6411 6'-8' (80')PRECAST 822 901 1611 2933 2516 3223 3812 4522 901 Irbil 2933 4100 6130a21544343S �'-6" C90')PRECAST 665 161 1311 2252 1958 2451 164 1311 2329 3609 5492 9'-8' (llro') PRECAST 311 420 834 1253 10111342535 928 1491 21113 2618 8' PRECAST W1 2' RECESS DOOR U-LINTELS *M U I L I F T LATERAL TYPE .-IT awic-iT aRcx.rr aRFls-R ZRF22-IT BRF26-IT OW30-I LENGTH 81S6-2T 6WI0-2T OW14-2T 9RFIa-2T aRF22-2T 61F26-2 BRF30-2 8RU 8RF r. 4'-4' (52') PRECAST 1244 1513 2413 3260 4112 4961 5825 '332 932 1244 ISIS 2339 3110 4005 4850 5696 4'-6` (54°) PRECAST 1192 501 2311 3121 3931 4156 5511 B53 853 1192 1455 2240 3036 3831 4643 5453 51-81 (roe') PRECAST 924' 1112 1195 2423 3055 3689 4325 501 Sol 924 1132 1141 2351 2918 3603 4230 5'-10' (l0') PRECAST a96- 1138 1142 2352 2965 3581 4198 469 469 896 1099 1690 2288 28SI 3491 4106 6'-8' (80')PRECAST 118 882 1513 2042 2513 3101 3642 830 11" ll8 956 1468 1981 2509 3035 3563 l'-6' l90') PRECAST 688 651 1325 1810 22W 2153 322-1 110 941 688 849 1302 1162 2225 2690 3151 9'-8' (116') PRECAST 533' 433 SOS 1123 1413 1104 1995 516 614 533 521 1009 1369 1128 2088 2450 TYPE DESIGNATION F = FILLED WITH GROUT / U - UNFILLED r QUANTITY OF +5 REBAR AT I BOTTOM OF LINTEL CAVITY 81=1ro -15/1T NOMINAL WIDTH L QUANTITY OF • MIS NOMINAL HEIGHT REBAR AT TOP SAFE LOAD TABLE NOTES -REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR I. Provide Full mortar head and bed Joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. Lintels are manufactured with 5-1/2' long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels IT-4'-4' and longer with a nominal height of S' meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 1, 1/32' diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided In composite lintel In lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 a J I`_I :315 w S J _Z —'S MBAR AT TOP MIN. (1)REQ'D I-I/2' CLEAR G.M.U. "5 REBAR AT BOTTOM OF LINTEL CAVITY 6 8' NOM 1-5ie'Ac7uAL � BOTTOM REINFORCING PROVIDED IN LINTEL INAL WIDTH (VARIES) I. All values based on minimum 4' bearing. Exception: Safe loads for unfilled 51 lintels must be reduced by 20if bearing length is less than 6-112'. $are loads for all recessed lintels based on 8' nominal bearing. 2. N.R - Not Rated. 3. Safe loads are total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addional reinforced masonry above the precast lintel. 6. One 01 rebar may be substituted for two 115 rebars in 6' lintels only. 1. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d-away from the face of support. 8. For composite lintel heights not shown, use safe load from next lower height. 9• All safe loads in units of pounds per linear foot. A R C N I T E C T R Design Grou :n�. 41 N. RONALD REAGAN BLVD. LONG WOOD, FL32750 PH: 407-774$078 FAX: 407.774.4078 www.abdealgngrou p.c«n AA #: 0003328 f PQ MATERIALS I. F'c precast lintels - 3500 pal. 2. F'c prestressed lintels = 6000 psi. 3. F'c grout = 3000 pal w/ maximum 316' aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength - 1900 psi. 5. Rebar provided In precast lintel per ASTM A615 GR60. Field rebar per ASTM A615 GR40 or GR60. 6. Prestressing strand per ASTM A416 grade 210 low relaxation. 1. 1/32 wire per ASTM A510. 8. Mortar per ASTM C210 type M or S. 8' PRECAST 4 PRESTRESSED U-LINTELS CR�r UI L IFT LATERAL TYPE 8-Ir2ll�5 I6-IT 20-IT 24-IT 28-IT 8F32-IT LENGTH 8-2 I6-2T 20-2N4532 28-2 SF32-2T SUB 8F8 2'-10'(34') PRECAS7 2121 4101 53321811 90552021 2021 2121 3981 51901630 B85121653260 42316204 1192 3'-6' (42') PRECAST 2165 3165 4125606I 1036 1251 1251 4'-0' (48') PRECAST 1818 1989 2832 3680 5381 6245 1815 1525 2150 3583 4422 5264 1 6110 935 938 4'-(o' (54') PRECAST 1660 1162 2501 3251 4010 4161 5525 -12-1 121 1660 1105 2435 3111 3913 4658 5406 1393' 1484 2110 2141 3315 4010 4648 5'-4' l64") PRECAST 1393 1431 2050 2610 3293 3920 4549 505 505 51-101001) PRECAST 1212. 1351 1930 2505 3084 3665 424-1 418 416 1212 1315 1815 2441 3010 3583 41—r (1B") PRECAST 1141' 1200 1133 2250 2169 32SO 3812 101 � 1141 1182 1684 2192 2103 3216 3132 T-6' (90')PRECAST %BBe. S12 1415 1914 2354 2191 3240 591 65-1 SW 102E 1466 1901 2351 2191 3245 9'-4' (112') PRECAST 801' 612 SW 1269 1560 1852 2144 WI 155 1192 1550 1910 2211 2634 454 30 10'-6'(126') PRECAST 116- 498 153 1021 1261 1456 1131 396 493 116 bIl 1039 1383 1111 2034 2358 Il'-4' (136") PRECAST 666' 439 696 899 1104 130E I5I5 363 556 666 535 905 1295 1595 I896 21W 12'-O'(I44') PRECAST 601• 400 631 616 1001 1186 1312 340 494 631 486 818 1209 1514 1199 2086 13'-4" 060') PRECAST 500' 340 532 686 841 991 1153 302 398 513 409 682 1004 1361 1631 1891 14'-O'(168') PRECAST 458' 316 493 635 118 922 1065 286 360 548 318 629 S22 1254 1561 1016 243 295 45S 591 124 851 990 14'-8' (Il6') PRESTRESSED 243 352 582 852 1156 1491 1142 N.R 351 228 21S 430 553 611 801 925 15'-4' (84') PRESTRESSED 228 329 $42 -lei 1012 1381 I616 N.R. 321 IBIS 236 361 464 561 610 114 il'-4' (208')PRE$TRESSED lea 216 449 649 814 1121 1389 N.R. 255 IV-4' (232') PRESTRESSED 165 201 313 401 490 518 661 N.R.204 165 23S 383 550 136 940 1" 21'-4' (256°)PRESTRESSED 145 186 218 356 433 512 590 142 212 336 411 635 WI 993 N.R. 112 22'-O'(264')PRESTRESSED 140 180 268 343 L 418 493 S68 131 205 322 451 bml 111 941 N.R. 161 24'-O'(288') PRESTRESSED 121 165 244 312 380 441 r N.R. 135 124 186 290 408 538 680 833 GENERAL NOTES 'REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR 8' PRECAST W/ 2' RECESS DOOR U-LINTELS R� GF,,4ViTT' TYPE 6- 13"10-0B awl Is- 8RF22- 6- 8RF30-09 LENGTH 9141F6-115 &WIC -as OW14-0 SWID-18 61IF22-19 EW26-1115 SM30-IB 4'-4' (52') PRECAST 148E 159I 3053 2982 3954 4529 5SO4 6880 1821 3412 4982 6412 1941 9416 10816 4'-6' (54') PRECAST 1351 1449 2182 2114 3600 4401 5315 6264 1102 3412 4982 6412 1941 9416 10818 (68°)PRECAST 185 832 1602 5 1550 2058 266 3015 3585 1153 2102 4014 6412 1 651rc 5814 6839 5'-10' (10') PRECAST In119 1500 1449 1524 2400 2816 3352 1103 2051 3811 6412 6516 5450 6411 6'-8' (80')PRECAST 822 901 1611 2933 2516 3223 3812 4522 901 Irbil 2933 4100 6130a21544343S �'-6" C90')PRECAST 665 161 1311 2252 1958 2451 164 1311 2329 3609 5492 9'-8' (llro') PRECAST 311 420 834 1253 10111342535 928 1491 21113 2618 8' PRECAST W1 2' RECESS DOOR U-LINTELS *M U I L I F T LATERAL TYPE .-IT awic-iT aRcx.rr aRFls-R ZRF22-IT BRF26-IT OW30-I LENGTH 81S6-2T 6WI0-2T OW14-2T 9RFIa-2T aRF22-2T 61F26-2 BRF30-2 8RU 8RF r. 4'-4' (52') PRECAST 1244 1513 2413 3260 4112 4961 5825 '332 932 1244 ISIS 2339 3110 4005 4850 5696 4'-6` (54°) PRECAST 1192 501 2311 3121 3931 4156 5511 B53 853 1192 1455 2240 3036 3831 4643 5453 51-81 (roe') PRECAST 924' 1112 1195 2423 3055 3689 4325 501 Sol 924 1132 1141 2351 2918 3603 4230 5'-10' (l0') PRECAST a96- 1138 1142 2352 2965 3581 4198 469 469 896 1099 1690 2288 28SI 3491 4106 6'-8' (80')PRECAST 118 882 1513 2042 2513 3101 3642 830 11" ll8 956 1468 1981 2509 3035 3563 l'-6' l90') PRECAST 688 651 1325 1810 22W 2153 322-1 110 941 688 849 1302 1162 2225 2690 3151 9'-8' (116') PRECAST 533' 433 SOS 1123 1413 1104 1995 516 614 533 521 1009 1369 1128 2088 2450 TYPE DESIGNATION F = FILLED WITH GROUT / U - UNFILLED r QUANTITY OF +5 REBAR AT I BOTTOM OF LINTEL CAVITY 81=1ro -15/1T NOMINAL WIDTH L QUANTITY OF • MIS NOMINAL HEIGHT REBAR AT TOP SAFE LOAD TABLE NOTES -REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR I. Provide Full mortar head and bed Joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. Lintels are manufactured with 5-1/2' long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels IT-4'-4' and longer with a nominal height of S' meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 1, 1/32' diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided In composite lintel In lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 a J I`_I :315 w S J _Z —'S MBAR AT TOP MIN. (1)REQ'D I-I/2' CLEAR G.M.U. "5 REBAR AT BOTTOM OF LINTEL CAVITY 6 8' NOM 1-5ie'Ac7uAL � BOTTOM REINFORCING PROVIDED IN LINTEL INAL WIDTH (VARIES) I. All values based on minimum 4' bearing. Exception: Safe loads for unfilled 51 lintels must be reduced by 20if bearing length is less than 6-112'. $are loads for all recessed lintels based on 8' nominal bearing. 2. N.R - Not Rated. 3. Safe loads are total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addional reinforced masonry above the precast lintel. 6. One 01 rebar may be substituted for two 115 rebars in 6' lintels only. 1. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d-away from the face of support. 8. For composite lintel heights not shown, use safe load from next lower height. 9• All safe loads in units of pounds per linear foot. A R C N I T E C T R Design Grou :n�. 41 N. RONALD REAGAN BLVD. LONG WOOD, FL32750 PH: 407-774$078 FAX: 407.774.4078 www.abdealgngrou p.c«n AA #: 0003328 f PQ GENERAL NOTES 'REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR 8' PRECAST W/ 2' RECESS DOOR U-LINTELS R� GF,,4ViTT' TYPE 6- 13"10-0B awl Is- 8RF22- 6- 8RF30-09 LENGTH 9141F6-115 &WIC -as OW14-0 SWID-18 61IF22-19 EW26-1115 SM30-IB 4'-4' (52') PRECAST 148E 159I 3053 2982 3954 4529 5SO4 6880 1821 3412 4982 6412 1941 9416 10816 4'-6' (54') PRECAST 1351 1449 2182 2114 3600 4401 5315 6264 1102 3412 4982 6412 1941 9416 10818 (68°)PRECAST 185 832 1602 5 1550 2058 266 3015 3585 1153 2102 4014 6412 1 651rc 5814 6839 5'-10' (10') PRECAST In119 1500 1449 1524 2400 2816 3352 1103 2051 3811 6412 6516 5450 6411 6'-8' (80')PRECAST 822 901 1611 2933 2516 3223 3812 4522 901 Irbil 2933 4100 6130a21544343S �'-6" C90')PRECAST 665 161 1311 2252 1958 2451 164 1311 2329 3609 5492 9'-8' (llro') PRECAST 311 420 834 1253 10111342535 928 1491 21113 2618 8' PRECAST W1 2' RECESS DOOR U-LINTELS *M U I L I F T LATERAL TYPE .-IT awic-iT aRcx.rr aRFls-R ZRF22-IT BRF26-IT OW30-I LENGTH 81S6-2T 6WI0-2T OW14-2T 9RFIa-2T aRF22-2T 61F26-2 BRF30-2 8RU 8RF r. 4'-4' (52') PRECAST 1244 1513 2413 3260 4112 4961 5825 '332 932 1244 ISIS 2339 3110 4005 4850 5696 4'-6` (54°) PRECAST 1192 501 2311 3121 3931 4156 5511 B53 853 1192 1455 2240 3036 3831 4643 5453 51-81 (roe') PRECAST 924' 1112 1195 2423 3055 3689 4325 501 Sol 924 1132 1141 2351 2918 3603 4230 5'-10' (l0') PRECAST a96- 1138 1142 2352 2965 3581 4198 469 469 896 1099 1690 2288 28SI 3491 4106 6'-8' (80')PRECAST 118 882 1513 2042 2513 3101 3642 830 11" ll8 956 1468 1981 2509 3035 3563 l'-6' l90') PRECAST 688 651 1325 1810 22W 2153 322-1 110 941 688 849 1302 1162 2225 2690 3151 9'-8' (116') PRECAST 533' 433 SOS 1123 1413 1104 1995 516 614 533 521 1009 1369 1128 2088 2450 TYPE DESIGNATION F = FILLED WITH GROUT / U - UNFILLED r QUANTITY OF +5 REBAR AT I BOTTOM OF LINTEL CAVITY 81=1ro -15/1T NOMINAL WIDTH L QUANTITY OF • MIS NOMINAL HEIGHT REBAR AT TOP SAFE LOAD TABLE NOTES -REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR I. Provide Full mortar head and bed Joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. Lintels are manufactured with 5-1/2' long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels IT-4'-4' and longer with a nominal height of S' meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 1, 1/32' diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided In composite lintel In lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 a J I`_I :315 w S J _Z —'S MBAR AT TOP MIN. (1)REQ'D I-I/2' CLEAR G.M.U. "5 REBAR AT BOTTOM OF LINTEL CAVITY 6 8' NOM 1-5ie'Ac7uAL � BOTTOM REINFORCING PROVIDED IN LINTEL INAL WIDTH (VARIES) I. All values based on minimum 4' bearing. Exception: Safe loads for unfilled 51 lintels must be reduced by 20if bearing length is less than 6-112'. $are loads for all recessed lintels based on 8' nominal bearing. 2. N.R - Not Rated. 3. Safe loads are total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addional reinforced masonry above the precast lintel. 6. One 01 rebar may be substituted for two 115 rebars in 6' lintels only. 1. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d-away from the face of support. 8. For composite lintel heights not shown, use safe load from next lower height. 9• All safe loads in units of pounds per linear foot. A R C N I T E C T R Design Grou :n�. 41 N. RONALD REAGAN BLVD. LONG WOOD, FL32750 PH: 407-774$078 FAX: 407.774.4078 www.abdealgngrou p.c«n AA #: 0003328 f PQ 8' PRECAST W1 2' RECESS DOOR U-LINTELS *M U I L I F T LATERAL TYPE .-IT awic-iT aRcx.rr aRFls-R ZRF22-IT BRF26-IT OW30-I LENGTH 81S6-2T 6WI0-2T OW14-2T 9RFIa-2T aRF22-2T 61F26-2 BRF30-2 8RU 8RF r. 4'-4' (52') PRECAST 1244 1513 2413 3260 4112 4961 5825 '332 932 1244 ISIS 2339 3110 4005 4850 5696 4'-6` (54°) PRECAST 1192 501 2311 3121 3931 4156 5511 B53 853 1192 1455 2240 3036 3831 4643 5453 51-81 (roe') PRECAST 924' 1112 1195 2423 3055 3689 4325 501 Sol 924 1132 1141 2351 2918 3603 4230 5'-10' (l0') PRECAST a96- 1138 1142 2352 2965 3581 4198 469 469 896 1099 1690 2288 28SI 3491 4106 6'-8' (80')PRECAST 118 882 1513 2042 2513 3101 3642 830 11" ll8 956 1468 1981 2509 3035 3563 l'-6' l90') PRECAST 688 651 1325 1810 22W 2153 322-1 110 941 688 849 1302 1162 2225 2690 3151 9'-8' (116') PRECAST 533' 433 SOS 1123 1413 1104 1995 516 614 533 521 1009 1369 1128 2088 2450 TYPE DESIGNATION F = FILLED WITH GROUT / U - UNFILLED r QUANTITY OF +5 REBAR AT I BOTTOM OF LINTEL CAVITY 81=1ro -15/1T NOMINAL WIDTH L QUANTITY OF • MIS NOMINAL HEIGHT REBAR AT TOP SAFE LOAD TABLE NOTES -REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR I. Provide Full mortar head and bed Joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. Lintels are manufactured with 5-1/2' long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels IT-4'-4' and longer with a nominal height of S' meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 1, 1/32' diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided In composite lintel In lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 a J I`_I :315 w S J _Z —'S MBAR AT TOP MIN. (1)REQ'D I-I/2' CLEAR G.M.U. "5 REBAR AT BOTTOM OF LINTEL CAVITY 6 8' NOM 1-5ie'Ac7uAL � BOTTOM REINFORCING PROVIDED IN LINTEL INAL WIDTH (VARIES) I. All values based on minimum 4' bearing. Exception: Safe loads for unfilled 51 lintels must be reduced by 20if bearing length is less than 6-112'. $are loads for all recessed lintels based on 8' nominal bearing. 2. N.R - Not Rated. 3. Safe loads are total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addional reinforced masonry above the precast lintel. 6. One 01 rebar may be substituted for two 115 rebars in 6' lintels only. 1. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d-away from the face of support. 8. For composite lintel heights not shown, use safe load from next lower height. 9• All safe loads in units of pounds per linear foot. A R C N I T E C T R Design Grou :n�. 41 N. RONALD REAGAN BLVD. LONG WOOD, FL32750 PH: 407-774$078 FAX: 407.774.4078 www.abdealgngrou p.c«n AA #: 0003328 f PQ TYPE DESIGNATION F = FILLED WITH GROUT / U - UNFILLED r QUANTITY OF +5 REBAR AT I BOTTOM OF LINTEL CAVITY 81=1ro -15/1T NOMINAL WIDTH L QUANTITY OF • MIS NOMINAL HEIGHT REBAR AT TOP SAFE LOAD TABLE NOTES -REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR I. Provide Full mortar head and bed Joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. Lintels are manufactured with 5-1/2' long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels IT-4'-4' and longer with a nominal height of S' meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 1, 1/32' diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided In composite lintel In lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 a J I`_I :315 w S J _Z —'S MBAR AT TOP MIN. (1)REQ'D I-I/2' CLEAR G.M.U. "5 REBAR AT BOTTOM OF LINTEL CAVITY 6 8' NOM 1-5ie'Ac7uAL � BOTTOM REINFORCING PROVIDED IN LINTEL INAL WIDTH (VARIES) I. All values based on minimum 4' bearing. Exception: Safe loads for unfilled 51 lintels must be reduced by 20if bearing length is less than 6-112'. $are loads for all recessed lintels based on 8' nominal bearing. 2. N.R - Not Rated. 3. Safe loads are total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addional reinforced masonry above the precast lintel. 6. One 01 rebar may be substituted for two 115 rebars in 6' lintels only. 1. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d-away from the face of support. 8. For composite lintel heights not shown, use safe load from next lower height. 9• All safe loads in units of pounds per linear foot. A R C N I T E C T R Design Grou :n�. 41 N. RONALD REAGAN BLVD. LONG WOOD, FL32750 PH: 407-774$078 FAX: 407.774.4078 www.abdealgngrou p.c«n AA #: 0003328 f PQ W U w 0 y O 0 BTTS,DIV. LL IOT: SILVERADO LOT #43 BLK #6 PROJmCT* 04128.000-04361 MoaRIT-A 4EBB "1828—CALI" cswxwcss ewaNa: LEFT PARiS: SAFE LOAD TABLES (CAST—CRETE) 150 MPH EXP. B ARCHITECTS STATE OF FLORID 2 201 F-PaINT -I DATJM 10/19/17 ax111IMr 1 B.1