|
SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U—LINTELS
<br />SAFE LOAD — POUNDS PER LINEAR FOOT
<br />TYPE
<br />LENGTH
<br />8U8
<br />8F8-0B
<br />BF12-06
<br />8F16-0B
<br />8F20-OB
<br />8F24-OB
<br />8F28-OB
<br />8F32-OB
<br />8F8-1B
<br />8F12-1B
<br />8F16-1B
<br />8F20-1B
<br />8F24-1B
<br />8F28-1B
<br />8F32-1B
<br />3'-6" (42") PRECAST
<br />2231
<br />3069
<br />3719
<br />5163
<br />6607
<br />8054
<br />9502
<br />10951
<br />3069
<br />4605
<br />6113
<br />7547
<br />8974
<br />10394
<br />11809
<br />4'-0" (48") PRECAST
<br />1966
<br />2561
<br />2751
<br />3820
<br />4890
<br />5961
<br />7034
<br />8107
<br />2693
<br />4605
<br />6113
<br />7547
<br />8974
<br />10394
<br />11809
<br />4'-6" (54") PRECAST
<br />1599
<br />1969
<br />2110
<br />2931
<br />3753
<br />4576
<br />5400
<br />6224
<br />2189
<br />4375
<br />6113
<br />7547 m
<br />8672
<br />10294
<br />11809
<br />5'-4" (64") PRECAST
<br />1217
<br />1349
<br />1438
<br />1999
<br />2560
<br />3123
<br />3686
<br />4249
<br />1663
<br />3090
<br />1 5365
<br />7547(38)
<br />7342(19)
<br />8733(,9)
<br />10127(,e)
<br />5'-10" (70") PRECAST
<br />1062
<br />1105
<br />1173
<br />1631
<br />2090
<br />2549
<br />3009
<br />3470
<br />1451
<br />2622
<br />4360
<br />7168 (45)
<br />6036(19)
<br />7181(,$)
<br />8328 (20)
<br />6'-6" (78") PRECAST
<br />908
<br />1238
<br />2177
<br />3480
<br />3031
<br />3707
<br />4383
<br />1 5061
<br />1238
<br />2177
<br />3480
<br />5381
<br />8360
<br />10394M
<br />8825(u)
<br />7'-6" (90") PRECAST
<br />743
<br />1011
<br />1729
<br />2632
<br />2205
<br />2698
<br />3191
<br />3685
<br />1011
<br />1729
<br />1 2661
<br />3898
<br />5681
<br />8467(44)
<br />6472 (1s)
<br />9'-4" (112") PRECAST
<br />554
<br />699
<br />1160
<br />1625
<br />2564
<br />3486
<br />2818
<br />3302
<br />752
<br />1245
<br />1843
<br />2564
<br />3486
<br />4705 (3n
<br />6390 (4n
<br />10'-6"(126") PRECAST
<br />475
<br />535
<br />890
<br />1247
<br />2093
<br />2777
<br />2163
<br />2536
<br />643
<br />1052
<br />1533
<br />2093
<br />2781
<br />3643(,8)
<br />4754(45)
<br />11'-4" (136") PRECAST
<br />362
<br />582
<br />945
<br />1366
<br />1846
<br />2423
<br />3127
<br />4006
<br />582
<br />945
<br />1366
<br />1846
<br />2423
<br />3127
<br />4006
<br />12'-0" (144") PRECAST
<br />337
<br />540
<br />873
<br />1 1254
<br />1684
<br />2193
<br />2805
<br />3552
<br />540
<br />873
<br />1254
<br />1684
<br />2193
<br />2805
<br />3552
<br />13'-4" (160") PRECAST
<br />296
<br />471
<br />755
<br />1075
<br />1428
<br />1838
<br />2316
<br />2883
<br />471
<br />755
<br />1075
<br />1428
<br />1838
<br />2316
<br />2883
<br />14'-0" (168") PRECAST
<br />279
<br />424
<br />706
<br />1002
<br />1326
<br />1697
<br />2127
<br />2630
<br />442
<br />706
<br />1002
<br />1326
<br />1697
<br />2127
<br />2630
<br />14'-8" (176") PRESTRESSED
<br />N.R.
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />458
<br />783
<br />1370
<br />1902
<br />2245
<br />2517
<br />2712
<br />' PRESTRESSED
<br />15 —4 (184)
<br />N.R.
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />412
<br />710
<br />1250
<br />1733
<br />2058
<br />2320
<br />2513
<br />17'-4" (208") PRESTRESSED
<br />N.R.
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />300
<br />548
<br />950
<br />1326
<br />1609
<br />1 1849
<br />2047
<br />19'-4" (232") PRESTRESSED
<br />N.R.
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />235
<br />420
<br />750
<br />1037
<br />1282
<br />1515
<br />1716
<br />21'-4" (256") PRESTRESSED
<br />N.R.
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />180
<br />340
<br />598
<br />845
<br />1114
<br />1359
<br />1468
<br />22'-0" (264") PRESTRESSED
<br />N M.
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />165
<br />315
<br />550
<br />784
<br />1047
<br />1285
<br />1399
<br />24'-0" (288") PRESTRESSED
<br />N.R.
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />t29
<br />250
<br />450
<br />1 654
<br />884
<br />1092
<br />1 1222
<br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40
<br />FIELD ADDED REBAR.
<br />SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U—LINTELS
<br />§F_�05@v
<br />SAFE LOAD — POUNDS PER LINEAR FOOT
<br />TYPE
<br />LENGTH
<br />8RU6
<br />8RF6-0B
<br />8RF10-OB
<br />8RF14-OB
<br />8RF18-OB
<br />8RF22-OB
<br />8RF26-OB
<br />8RF30-OB
<br />8RF6-1B
<br />8RF10-16
<br />8RF14-1B
<br />8RF18-1B
<br />8RF22-113
<br />8RF26-1B
<br />8RF30-1B
<br />4'-4" (52") PRECAST
<br />1635
<br />1749
<br />3355
<br />3280
<br />4349
<br />5421
<br />6493
<br />7567
<br />1891
<br />3699
<br />5206
<br />6639
<br />8060
<br />9479
<br />10893
<br />4'-6" (54") PRECAST
<br />1494
<br />1596
<br />3063
<br />2992
<br />3968
<br />4946
<br />5924
<br />6904
<br />1756
<br />3699
<br />5206
<br />6639
<br />8060
<br />9479
<br />10893
<br />5'-8" (68") PRECAST
<br />866
<br />920
<br />1770
<br />1716
<br />2277
<br />2839
<br />3402
<br />3966
<br />1167
<br />2481
<br />4567
<br />6389
<br />8060(34)
<br />7917(19)
<br />9311(,9)
<br />5'-10" (70") PRECAST
<br />810
<br />859
<br />1653
<br />1600
<br />2124
<br />2649
<br />3174
<br />3700
<br />1113
<br />2342
<br />4242
<br />6639 (lo)
<br />8060(39)
<br />7402(,9)
<br />8706 (,9)
<br />6'-8" (80") PRECAST
<br />797
<br />901
<br />1825
<br />3120
<br />5048
<br />7747
<br />9448
<br />7360
<br />901
<br />1825
<br />3120
<br />5048
<br />7915
<br />9479
<br />10893(32)
<br />7'-6" (90") PRECAST
<br />669
<br />755
<br />1490
<br />2459
<br />3776
<br />5743
<br />7239
<br />5623
<br />755
<br />1490
<br />2459
<br />3776
<br />5743
<br />8998(19)
<br />10893(48)
<br />9'-8" (116") PRECAST
<br />411
<br />466
<br />999
<br />1568
<br />2253
<br />3129
<br />4091
<br />3146
<br />526
<br />999
<br />1568
<br />2253
<br />3129
<br />4150
<br />5891(4n
<br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40
<br />FIELD ADDED REBAR.
<br />ENGINEERING
<br />SPECIFICATIONS
<br />SAFE LATERAL LOADS FOR
<br />8 PRFCAST & PRESTRESSED U-LINTELS
<br /><�ma / Ogag
<br />SAFE LOAD
<br />PLF
<br />LENGTH
<br />TYPE
<br />8U8
<br />8F8
<br />RCMU
<br />3'-6"
<br />(42") PRECAST
<br />1025
<br />1024
<br />1598
<br />4'-0"
<br />(48") PRECAST
<br />765
<br />763
<br />1309
<br />4'-6"
<br />(54") PRECAST
<br />592
<br />591
<br />1073
<br />5'-4"
<br />(64") PRECAST
<br />411
<br />411
<br />745
<br />5'-10"
<br />(70") PRECAST
<br />340
<br />339
<br />616
<br />6'-6"
<br />(78") PRECAST
<br />507
<br />721
<br />490
<br />7'-6"
<br />(90") PRECAST
<br />424
<br />534
<br />363
<br />9'-4"
<br />(112") PRECAST
<br />326
<br />512
<br />230
<br />10'-6"
<br />(126") PRECAST
<br />284
<br />401
<br />180
<br />11'-4"
<br />(136") PRECAST
<br />260
<br />452
<br />154
<br />12'-0"
<br />(144") PRECAST
<br />244
<br />402
<br />137
<br />13'-4"
<br />(160") PRECAST
<br />217
<br />324
<br />110
<br />14'-0"
<br />(168") PRECAST
<br />205
<br />293
<br />100
<br />14'-8"
<br />(176") PRESTRESSED
<br />N.R.
<br />284
<br />91
<br />15'-4"
<br />(184") PRESTRESSED
<br />N.R.
<br />259
<br />83
<br />17'-4"
<br />(208") PRESTRESSED
<br />N.R.
<br />194
<br />64
<br />19'-4"
<br />(232") PRESTRESSED
<br />N.R.
<br />148
<br />52
<br />21'-4"
<br />(256") PRESTRESSED
<br />N.R.
<br />125
<br />42
<br />22'-0"
<br />(264") PRESTRESSED
<br />N.R.
<br />116
<br />40
<br />24'-0"
<br />(288") PRESTRESSED
<br />N.R.
<br />91
<br />33
<br />SAFE LATERAL LOADS FOR
<br />8" PRFCAST w/ 2" RECESS DOOR U-LINTELS
<br />§F>9�09ug
<br />SAFE LOAD
<br />PLF
<br />LENGTH
<br />TYPE
<br />8RU6
<br />8RF6
<br />RCMU
<br />4'-4"
<br />(52") PRECAST
<br />758
<br />757
<br />1164
<br />4'-6"
<br />(54") PRECAST
<br />694
<br />693
<br />1073
<br />5'-8"
<br />(68") PRECAST
<br />408
<br />407
<br />655
<br />5'-10"
<br />(70") PRECAST
<br />382
<br />381
<br />616
<br />6'-8"
<br />(80") PRECAST
<br />595
<br />788
<br />464
<br />7'-6"
<br />(90") PRECAST
<br />509
<br />674
<br />363
<br />9'-8"
<br />(116") PRECAST
<br />370
<br />490
<br />214
<br />PRODUCT DESCRIPTION
<br />High strength precast concrete lintels designed to be unfilled or filled to ford a composite reinforced bears using concrete masonry units,
<br />GENERAL NOTES 1 7, Cast -in -place concrete may be provided in composite lintel in lieu of
<br />1. Provide full mortar head and bed joints, concrete masonry units,
<br />2. Shore filled lintels as required, 8. Safe load ratings based on rational design analysis per ACI 318 and ACI 530
<br />3, Installation of lintel dust comply with architectural 9. The exterior surface of lintels installed in exterior concrete masonry walls
<br />and/or structural drawings. shall have a coating of stucco applied in accordance with ASTM C926
<br />4. U-Lintels are manufactured with 5-1/2 inch long notches at or other approved coating.
<br />ends to accomodate vertical cell reinforcing and grouting, 10. Lintels loaded simultaneously with vertical (gravity or uplift) and horizontal
<br />5. Reference the CAST-CRETE Load Deflection Graph (lateral) loads should be checked for the combined loading with the
<br />Brochure for lintel deflection information, following equation:
<br />6. Bottom field added rebar to be located at the bottom Applied vertical load Applied horizontal load < 1,0
<br />of lintel cavity, Safe vertical load Safe horizontal load -
<br />SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS
<br /><���oqagSAFE
<br />LOAD — POUNDS PER LINEAR FOOT
<br />TYPE
<br />LENGTH
<br />8F8-1T
<br />8F12-1T
<br />8F16-1T
<br />8F20-1T
<br />81`24-1T
<br />8F28-1T
<br />8F32-1T
<br />8F8-2T
<br />8F12-2T
<br />8F16-2T
<br />8F20-2T
<br />8F24-2T
<br />8F28-2T
<br />8F32-2T
<br />3'-6" (42") PRECAST
<br />1569
<br />2655
<br />3524
<br />4394
<br />5263
<br />6132
<br />7001
<br />1569
<br />2655
<br />3524
<br />4394
<br />5263
<br />6132
<br />7001
<br />4'-0" (48") PRECAST
<br />1363
<br />2305
<br />3060
<br />3815
<br />4570
<br />5325
<br />6079
<br />1363
<br />2305
<br />3060
<br />3815
<br />4570
<br />5325
<br />6079
<br />4'-6" (54") PRECAST
<br />1207
<br />2040
<br />2707
<br />3375
<br />4043
<br />4711
<br />5379
<br />1207
<br />2040
<br />2707
<br />3375
<br />4043
<br />4711
<br />5379
<br />5'-4" (64") PRECAST
<br />1016
<br />1715(11)
<br />2276 (4)
<br />2838
<br />3399
<br />1 3961
<br />4522
<br />1016
<br />1715
<br />2276
<br />2838
<br />3399
<br />3961
<br />4522
<br />5'-10" (70") PRECAST
<br />909
<br />1567(18)
<br />208013
<br />2593 9
<br />3107(e)
<br />3620 4
<br />4133 (3)
<br />929
<br />1567
<br />2080
<br />2593
<br />3107
<br />3620
<br />4133
<br />6'-6" (78") PRECAST
<br />835 (,z)
<br />1407(28)
<br />1868(21)
<br />2329 1a
<br />2790(le)
<br />3251(14)
<br />3712(,u)
<br />835
<br />1 1407
<br />1868
<br />2329
<br />2790
<br />3251
<br />1 3712
<br />7'-6" (90") PRECAST
<br />727 z3
<br />1065(28)
<br />1624 31
<br />2025 28
<br />2426 z8
<br />2827 25
<br />3228 z4
<br />727
<br />1224
<br />1624
<br />2025
<br />2426
<br />2827
<br />3228
<br />9'-4" (112") PRECAST
<br />591
<br />708 25
<br />1136 34
<br />1474 34
<br />1815 34
<br />2157 34
<br />2500 34
<br />591
<br />862
<br />1318
<br />1643
<br />1969
<br />2294
<br />2619
<br />10'-6" (126") PRECAST
<br />530
<br />575 24
<br />916 u
<br />1188 u
<br />1461 g
<br />1736 u
<br />2011 u
<br />530 t
<br />695
<br />1180 (a)
<br />1472 (4)
<br />1763 2
<br />2055
<br />2346
<br />11'-4" (136") PRECAST
<br />474
<br />1 504 23
<br />800 32
<br />1037 32
<br />1274(32)
<br />1513(32)
<br />1753 32
<br />494
<br />1 607
<br />1042(,o)
<br />1372 (11)
<br />1643 (8)
<br />1915 (6)
<br />2187 (5)
<br />12'-0" (144") PRECAST
<br />470 9
<br />458 23
<br />724 (31)
<br />938 (32)
<br />1153(32)
<br />1369(32)
<br />1585(32)
<br />470
<br />550
<br />940 (,o)
<br />1302 1s
<br />1560(13)
<br />1818(11)
<br />2075 ,o
<br />13'-4"(160") PRECAST
<br />418 ,5
<br />386 (22)
<br />607 3o)
<br />785 3o)
<br />964 (3o)
<br />1143 (31)
<br />1323 (31)
<br />428
<br />460
<br />780 (9)
<br />1159 21
<br />1418(2o)
<br />1653(19)
<br />1887(,n
<br />14'-0" (168") PRECAST
<br />384 (15)
<br />358 (21)
<br />560 29)
<br />724 (30)
<br />889 (3o)
<br />1054 30
<br />1220 30
<br />410
<br />425
<br />717 (9)
<br />1063 21
<br />1358 23
<br />1582 22
<br />1807 21
<br />14'-8" (176") PRESTRESSED
<br />239
<br />334 (2,)
<br />520 29)
<br />672 29
<br />825 29
<br />978 n
<br />1 tat 30
<br />246
<br />395
<br />663 9
<br />980 (2o)
<br />1303 26
<br />1518 25
<br />1734 24
<br />15'-4" (184") PRESTRESSED
<br />224
<br />313 20
<br />486 za
<br />627 29
<br />769 (29)
<br />911 29
<br />1054 29
<br />230
<br />1 368
<br />616 9
<br />908 (2o)
<br />1240(28)
<br />1460 2n
<br />1668 28
<br />17'-4" (208") PRESTRESSED
<br />187
<br />263 ,9
<br />405 28
<br />521 2
<br />638 27)
<br />756 27
<br />873 z
<br />192
<br />306
<br />506 (8)
<br />740 (19
<br />1005
<br />1271 31
<br />1473 3,
<br />19'-4" (232") PRESTRESSED
<br />162
<br />229 (,n
<br />348 25
<br />447 25
<br />547 25
<br />647 25
<br />747 25
<br />166
<br />263
<br />429 a
<br />623 (18)
<br />841 zs
<br />1059 39
<br />1227 30
<br />21'-4" (256") PRESTRESSED
<br />142
<br />204 ,e
<br />307 23
<br />393 p
<br />480 23
<br />568 24
<br />655 24
<br />1
<br />22-0 " (264)Ti PRESTRESSED
<br />137
<br />197 (,$)
<br />295 22
<br />379 23
<br />462 23
<br />546 23
<br />630 23
<br />137
<br />223
<br />358
<br />513 ,
<br />688 24
<br />863 ze
<br />999 28
<br />24'-0" (288") PRESTRESSED
<br />124
<br />179 (14)
<br />267 21
<br />342 21
<br />416 21
<br />492 21
<br />567 22
<br />124
<br />1 202
<br />319 Q)
<br />455 le
<br />606 t2n
<br />757 27
<br />876
<br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40
<br />FIELD ADDED REBAR.
<br />SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U—LINTELS
<br />§F�oquq
<br />SAFE LOAD — POUNDS PER LINEAR FOOT
<br />TYPE
<br />LENGTH
<br />8RF6-1T
<br />8RF10-1T
<br />8RF14-1T
<br />8RF18-1T
<br />8RF22-1T
<br />8RF26-1T
<br />8RF30-1T
<br />8RF6-2T
<br />8RF10-2T
<br />8RF14-2T
<br />8RF18-2T
<br />8RF22-2T
<br />8RF26-2T
<br />8RF30-2T
<br />4'-4" (52") PRECAST
<br />905
<br />1668
<br />2362
<br />3056
<br />3751
<br />4445
<br />5140
<br />905
<br />1668
<br />2362
<br />3056
<br />3751
<br />4445
<br />5140
<br />4'-6" (54") PRECAST
<br />867
<br />1604
<br />2272
<br />2939
<br />3607
<br />4275
<br />4943
<br />867
<br />1604
<br />2272
<br />2939
<br />3607
<br />4275
<br />4943
<br />5'-8" (68") PRECAST
<br />675
<br />126916
<br />1797
<br />2326 s
<br />2854 2
<br />3382
<br />3911
<br />675
<br />1269
<br />1797
<br />2326
<br />2854
<br />3382
<br />3911
<br />5'-10" (70") PRECAST
<br />655
<br />120718
<br />174611
<br />2259
<br />2773 6
<br />3286 3
<br />2799 ,
<br />655
<br />1233
<br />1746
<br />2259
<br />2773
<br />3286
<br />2799
<br />6'-8" (80") PRECAST
<br />570
<br />929(18)
<br />153022
<br />198019
<br />242918)
<br />2879(15)
<br />3329(14
<br />570
<br />1080
<br />1530
<br />1980
<br />2429
<br />2879
<br />3329
<br />7'-6" (90") PRECAST
<br />506
<br />742(is)
<br />1364(3o)
<br />1765(2n
<br />2166(25)
<br />2567(24)
<br />2968(23)
<br />506
<br />898
<br />1364
<br />1765
<br />2166
<br />2567
<br />2968
<br />9'-8" (116") PRECAST
<br />395
<br />468 1s
<br />884 (32)
<br />1222(u)
<br />1540(34)
<br />1859(34)
<br />2180(34)
<br />395
<br />560
<br />1072
<br />1 1386
<br />1701
<br />2016
<br />2331
<br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40
<br />FIELD ADDED REBAR.
<br />LINTEL SCHEDULE
<br />NOTE, QUALITY PRECAST LINTEL IS AN ALTERNATE OPTION.
<br />REFER TO SHEET LINTEL 2.2 FOR LOAD TABLES,
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<br />POWERBOX
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<br />MATERIALS
<br />• Concrete masonry units (CMU) per ASTM C90 with minimum net
<br />• f'c 8' precast lintels = 4000 psi
<br />area compressive strenght = 1900 psi
<br />• f'c 8' prestressed, 6' and 12' precast lintels = 6000 psi
<br />• Rebar per ASTM A615 Grade 60
<br />• f'c 4' precast lintels = 3000 psi
<br />• Prestressing strand per ASTM A416 Grade 270 low relaxation
<br />• Grout per ASTM C476 f'g = 3000 psi w/ maximum
<br />• 7/32 inch wire per ASTM A510
<br />3/8 inch aggregate and 8 to 11 inch slump,
<br />• Mortar per ASTM C270 Type M or S
<br />SAFE LOAD TABLE NOTES
<br />1, All values based on minimum 4 inch nominal bearing,
<br />B. For composite lintel heights not shown, use safe load from
<br />Exception+ Safe loads for unfilled lintels dust be reduced
<br />next lower height,
<br />by 20 % if bearing length is less than 6-1/2 inches.
<br />9. For lintel lengths not shown, use safe load from
<br />2, N,R, = Not Rated,
<br />next longest length,
<br />3. Safe loads are superimposed allowable load,
<br />10. All safe loads in units of pounds per linear foot.
<br />4. Safe loads based on Grade 40 or Grade 60 field rebar.
<br />11. All safe loads based on simply supported span,
<br />5, Additional lateral load capacity can be obtained by the
<br />12, The number in the parenthesis indicates the percent reduction
<br />designer by providing additional reinforced masonry above
<br />for grade 40 field added rebar,
<br />the precast lintel.
<br />Examples 7'-6' lintel Type 8F32-1B safe gravity load = 6472 (15)
<br />6, One #7 rebar may be substituted for two #5 rebars in 8' lintels
<br />only. w/ 15% reduction * 6472 (,85) = 5501 plf
<br />7. The designer may evalute concentrated loads from the safe load
<br />tables
<br />by calculating the maximum resisting moment and shear at d-away
<br />from the face of support,
<br />\E/
<br />cE>
<br />(SPAN OVER (SPAN OVER
<br />F UFF i= 2 OPENINGS) 2 OPENINGS)
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<br />T(2)
<br />8'x12'xI/2'
<br />MINIMUM BEARING
<br />PLATES
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<br />WOOD SHORE
<br />-
<br />(2-2x4 CULUINI
<br />BLOCK SHORE
<br />O
<br />MINIMUM)
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<br />o
<br />IT IS RECOMMENDED TO SHORE LINTEL IN THE MIDDLE OF SPANS GREATER THAN 8'-0'
<br />AND LESS THAN 154', ON SPANS GREATER THAN 164' PLACE SHORING AT 8'-0'
<br />CENTERS. MAKE SURE SHORING IS SQUARE TO LINTEL AND SECURE. MAKE SURE
<br />SHORING SUPPORTS THE ENTIRE WIDTH OF THE BOTTOM OF THE LINTEL,
<br />9'-4"
<br />ELEV. "A"
<br />POWERBOX8 LINTEL SHORING DETAILS
<br />SCALE: NTS
<br />TOP OF BLOCK @ +8'-0" A.F.F.
<br />(UNLESS NOTED ❑THERWISE)
<br />-4
<br />ELEV. "A"
<br />ELEV. "A" ONLY
<br />I
<br />00
<br />NOTE:
<br />THE LINTEL PLAN PROVIDED HEREIN BY DANSCO ENGINEERING, LLC, IS
<br />INTENDED TO BE USED FOR STRUCTURAL INFORMATION ONLY. UNLESS
<br />SPECIFICALLY NOTED OTHERWISE ON THE PLAN OUR CALCULATIONS ASSUME A
<br />16" (NOM.) DEPTH BETWEEN THE TOP OF THE TIE BEAM AND BOTTOM OF THE
<br />LINTEL. THE NUMBER OF COURSES OF MASONRY PLACED BETWEEN THE LINTEL
<br />AND TIE BEAM IS FOR THE LOCATION OF THE TOP OF OPENING ONLY AND IS
<br />BASED ON THE ELEVATION PLAN. IN THE EVENT OF A DISCREPANCY THE
<br />ELEVATION PLAN SHALL TAKE PRECEDENCE. WE ARE NOT RESPONSIBLE FOR
<br />LIN-EELS PLACED AT THE INCORRECT HEIGHT.
<br />0
<br />O
<br />DANSCO
<br />ENGINEERING, LLC
<br />P.O. BOX 3400
<br />Apollo Beach, Florida 33572
<br />p. 813.645.0166
<br />f. 813.645.9698
<br />www,danscoengineering.com
<br />CA 25948
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<br />TO THE BEST OF THE ENGINEER'S
<br />KNOWLEDGE AND BELIEF, THE STRUCTURAL
<br />PLANS AND SPECIFICATIONS COMPLY WITH
<br />6TH EDITION (2017) FLORIDA RESIDENTIAL
<br />BUILDING CODE, SECTION R301 FOR
<br />140 MPH (Vasd=108MPH), 3 SEC. GUST,
<br />EXPOSURE "C" ENCLOSED (INTERNAL
<br />PRESSURE COEFFICIENT = t0.18) WIND ZONE
<br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS
<br />AFTER THE DATE IT IS SIGNED AND SEALED.
<br />SIGNED AND SEALED FOR TriF STRUCTURAL PORTION
<br />OFTHIS DRAWINGONLY
<br />® 2018 LENNAR CORP.-THIS PLAN MAY NOT BE
<br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN
<br />CONSENT FROM LENNAR CORPORATION.
<br />1,2018-THESE DkAWINGS AND DESIGNS ARE THE T
<br />JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND
<br />THE CLIENT ON THIS PROJECT. ANY REPRODUCTION
<br />OR UNAUTHORIZED USE IS PROHIBITED.
<br />REVISION:
<br />DATE DESCRIPTION
<br />12.12.17 1.00 6THH ED. 17 FBC
<br />_UPDATE
<br />078 10ELFV. A TRUSS LAY UT
<br />.31.1
<br />_ .31.1_ .1 REVISEQ
<br />VERSION NO. l .01 / 07.31.18
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<br />SHEET TITLE:
<br />LINTEL PLAN
<br />SHEET INFORMATION:
<br />JOB NO.: 381320
<br />DATE ISSUED: 10.09.18
<br />DRAWN BY: JH
<br />REVIEWED BY: TH
<br />2.01
<br />
|