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I AFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-L1NTELS <S~~@OO SAFE LOAD - POUNDS PER LINEAR FOOT 8F8-D B 8F12-OB 8F16-0B 8F20-OB 8F24-0B 8F28-DB 8F32-0B LENGTH * 8U8 8F8-1B 8F12-1B 8F16-1B 8F20-1B 8F24-1B 8F28-1B 8F32-1B 3069 4605 6113 7547 8974 10394 11809 2'-10" (34') PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 3719 5163 6607 8054 9502 10951 3'-6" (42") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 2561 2751 3820 4890 5961 7034 8107 4'-0' (48") PRECAST 1966 2693 4605 6113 7547 8974 10394 11809 4'-6" (54') PRECAST 1969 2110 2931 3753 4576 5400 6224 1599 2189 4375 6113 7547 (7) 8672 10294 11809 1349 1438 1999 2560 3123 3686 4249 5'4' (64") PRECAST 1217 1663 3090 5365 7547 (36) 7342 (19) 8733 (19) 10127 (19) 1105 1173 1631 2090 2549 3009 3470 5'-10" (70") PRECAST 1062 1451 2622 4360 7168 (45) 6036 (19) 7181 (19) 8328 (20) 1238 2177 3480 3031 3707 4383 5061 6'-6' (78") PRECAST 908 1238 2177 3480 5381 8360 1039'\37) 8825 (14) 1011 1729 2632 2205 2698 3191 3685 7'-6" (90") PRECAST 743 1011 1729 2661 3898 5681 8467 (44) 6472 (15) 699 1160 1625 2564 3486 2818 3302 9'-4" (112") PRECAST 554 752 1245 1843 2564 3486 4705 (37) 6390 (47) 535 890 1247 2093 2777 2163 2536 10'-6" (126") PRECAST 475 643 1052 1533 2093 2781 3643 (38) 4754 (45) 582 945 1366 1846 2423 3127 4006 11'4" (136') PRECAST 362 582 945 1366 1846 2423 3127 4006 540 873 1254 1684 2193 2805 3552 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 471 755 1075 1428 1838 2316 2883 13'-4" (160") PRECAST 296 1075 1428 2316 2883 471 755 1838 424 706 1002 1326 1697 2127 2630 14'.0" (168") PRECAST 279 442 706 1002 1326 1697 2127 2630 NR NR NR I\R NR NR NR 14'.8" (176") PRESTRESSED N.R. 458 783 1370 1902 2245 2517 2712 PRESTRESSED t\R NR NR NR NR NR NR 15'-4" (184") N.R. 412 710 1250 1733 2058 2320 2513 r--.R NR NR I'<R NR NR r--.R 17'-4" (208") PRESTRESSED N.R. 300 548 950 1326 1609 1849 2047 NR NR NR NR NR NR NR 19'-4" l232') PRESTRESSED N.R. 235 420 750 1037 1282 1515 1716 21'4" (256') PRESTRESSED NR NR NR f\R NR NR I'<R N.R. 180 340 598 845 1114 1359 1468 22'-0' (264") PRESTRESSED NR NR NR NR NR NR NR N.R. 165 315 550 784 1047 1285 1399 r--.R NR NR r--.R NR NR NR 24'-0" (288") PRESTRESSED N.R. 129 250 450 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE SAFE LOAD TABLE NOTES NO. 12 (*) LENGTH = OVER ALL LENGTH OF LINTEL SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-L1NTELS <S~~ SAFE LOAD PLF ~ REINF. LENGTH * 8U8 8F8 CMU** 2'.10" (34') PRECAST 1293 1642 2135 3'.6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54') PRECAST 592 591 1057 5'.4" (64") PRECAST 411 411 734 5'-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 7'.6" (90') PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-13" (126") PRECAST 284 401 178 11'-4" (136') PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4' (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'4" (232') PRESTRESSED N.R. 148 51 21'-4" (256') PRESTRESSED N.R, 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 (**) SEE SAFE LOAD TABLE NOTES 5 (*) LENGTH = OVER ALL LENGTH OF LINTEL SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LlNTELS @ @ @ <S~~~ SAFE LOAD - POUNDS PER LINEAR FOOT ~ 8F12-lT 8F16-lT 8F20-lT 8F24-1 T 8F28-lT 8F32-lT LENGTH * 8F8-2T 8F12.2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T 1972 3173 4460 5747 7034 8321 9608 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1569 2524 3547 4569 5591 6613 7636 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1363 2192 3079 3966 4853 5740 6627 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 4'.6" PRECAST 1207 1940 2724 3508 4292 5077 5861 (54") 1207 1940 2724 3508 4292 5077 5861 1016 1632 2290 2949 3607 4265 4924 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 909 1492 2093 2694 3295 3897 4498 5'-10" (70") PRECAST 929 1492 2093 2694 3295 3897 4498 6'-6" PRECAST 835 (12) 1340 1880 2419 2959 3498 4038 (78") 835 1340 1880 2419 2959 3498 4038 727 (23) 1021 1634 (12) 2102 (11) 2571 (10) 3039 (10) 3508 (9) 7'.6" (90") PRECAST 727 1166 1634 2102 2571 3039 3508 9'.4" 591 680 1133 (15) 1471 (151 1811(15) 2152 (16) 2494 (15) (112") PRECAST 591 851 1326 1705 2084 2463 2842 530 552 914 (15) 1185 (15) 1458 (15) 1732 (15) 2007 (15) 10'6" (126") PRECAST 530 686 1183 1526 1865 2204 2544 474 485 798 (15) 1034 (15) 1272 (15) 1510 (15) 1749 (15) 11'-4" (136') PRECAST 494 599 1028 1422 1738 2053 2369 470 (9) 441 723 (14) 936 (14) 1151(15) 1366 (15) 1582 (15) 12'-0" (144") PRECAST 470 543 928 1349 1649 1948 2247 418 (15) 373 606 (14) 783 (14) 962 (14) 1141(14) 1321 (14) 13'-4" (160") PRECAST 428 455 770 1145 1444 1718 1993 384 (15) 346 559 (14) 723 (14) 887 (14) 1052 (14) 1218 (14) 14'.0" (168") PRECAST 410 420 709 1050 1434 (8) 1694 (8) 1954 (7) 239 323 519 (13) 671 (13) 823 (13) 976 (14) 1129 (14) 14'.8" (176") PRESTRESSED 246 390 655 968 1324 (8) 1625 (11) 1874 (11) PRESTRESSED 224 302 485 (13) 626 (13) 767 (13) 909 (13) 1052 (13) 15'.4" (184") 230 364 609 897 1224 (8) 1562 (14) 1801 (14) 187 255 404 (12) 520 (12) 637 (12) 754 (12) 872 (12) 17'4" (208") PRESTRESSED 192 303 500 732 993 (8) 1268 (14) 1470 (14) 19'-4" (232') PRESTRESSED 162 222 347 (11) 446 (11) 546 (12) 646 (12) 746 (12) 166 261 424 616 831 (8) 1057 (14) 1225 (14) 21'-4" (256") PRESTRESSED 142 198 306 (11) 393 (11) 480 (11) 567 (11) 654 (11) 142 230 369 531 713 (7) 903 (13) 1046 (13) 22'.0" (264") PRESTRESSED 137 192 295 (10) 378 (11) 461 (10) 545 (11) 629 (11) 137 221 354 508 681 (7) 861 (13) 997 (13) 124 175 267 (10) 341 (10) 416 (10) 491 (10) 566 (10) 24'.0" (288") PRESTRESSED 124 200 316 450 600 (7) 756 (12) 875 (13) o o o o @ @ ELEV. (I) (B.O.L. @ 7'-4" A.F.F.) (T,OB, @11;-0:A.F.F, ELEV.II) @ (TO,B, @ 10-8 A.F.F., ELEV.lli) (T.O.B, @ 12'-4' A.F,F, ELEV, IV) @ @ (#) THE NUMBERS IN PARENTHESIS ARE PERCE~T REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE SAFE LOAD TABLE NOTES NO. 12 (*) LENGTH = OVER ALL LENGTH OF LINTEL SAFE GRAVITY LOADS FOR B" PRECAST w/ 2" RECESS DOOR U-L1NTELS SAFE UPLIFT LOADS FOR 8" PRECAST wi 2" RECESS DOOR U-L1NTELS <S~~ SAFE LOAD - POUNDS PER LINEAR FOOT ~ 8RF6-OB 8RF10-0B 8RF14-0B 8RF18-0B 8RF22-0B 8RF26.0B 8RF30-0B LENGTH * 8RU6 8RF6-1B 8RF10-1B 8RF14-1B 8RF18-1B 8RF22-1B 8RF26-1B BRF30-1B 1749 3355 3280 4349 5421 6493 7567 4'.4" (52") PRECAST 1635 1891 3699 5206 6639 8060 9479 10893 1596 3063 2992 3968 4946 5924 6904 4'.6" (54") PRECAST 1494 1756 3699 5206 6639 8060 9479 10893 920 1770 1716 2277 2839 3402 3966 5'-8" (68") PRECAST 866 1167 2481 4567 6389 8060 (34) 7917 (19) 9311 (19) 859 1653 1600 2124 2649 3174 3700 5'-10" (70") PRECAST 810 1113 2342 4242 6639 (10) 8060 (39) 7402 (19) 8706 (19) 901 1825 3120 5048 7747 9448 7360 6'-8" (80") PRECAST 797 901 1825 3120 5048 9479 7915 10893 (32) 755 1490 2459 3776 5743 7239 5623 7'-6" (90') PRECAST 669 755 1490 2459 3776 5743 8998 (19) 10893 (48) 466 999 1568 2253 3129 4091 3146 9'-8" (116") PRECAST 411 526 999 1568 2253 3129 4150 5891 (47) (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE SAfE LOAD TABLE I\OTE8 NO. 12 (*) LENGTH = OVER ALL LENGTH OF LINTEL SAFE LATERAL LOADS FOR 8" PRECAST wi 2" RECESS DOOR U.W-HELS <S~~ SAFE LOAD PLF ~ 8RF6 REINF. LENGTH * 8RU6 CMU** 4'-4" (52") PRECAST 758 757 1365 4'.6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 6'.8" (80") PRECAST 595 788 510 7'-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 (**) SEE SAFE LOAD TABLE NOTES 5 (*) LENGTH = OVER ALL LENGTH OF LINTEL <S~~~ SAFE LOAD - POUNDS PER LINEAR FOOT ~ 8RF6-lT 8RF10-lT 8RF14-1 T 8RFl8-lT 8RF22-lT 8RF26-1 T 8RF30-lT LENGTH * 8RF6-2T 8RF10-2T 8RFl4-2T 8RFl8-2T 8RF22-2T BRF26-2T 8RF30-2T 905 1748 2635 3522 4409 5296 6183 4'4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 867 1675 2525 3374 4224 5074 5924 4'.6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 675 1301 1960 2618 3277 3935 4594 5'.8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 570 1012 1651 2204 2758 3312 3865 6'-8" (80") PRECAST 570 1097 1651 2204 2758 3312 3865 506 797 1462 (8) 1952 (7) 2442 (6) 2931 (6) 3257 7'-6" (90") PRECAST 506 967 1462 1952 2442 2931 3421 9'-8" 395 491 931 (12) 1301 (15) 1640 (15) 1980115) 2322 (16) (116") PRECAST 395 589 1135 1514 1893 2272 2652 #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR C.M,U, GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY ~... . ., o 0 -.J et: -.J ~ et: o Z l- et: ~I o~ ~ Zw If) : I m <.0 ...-l ...-l LINTEL SCHEDULE ~'-Q.'- .::-0.:..... -' (#) THE ,\lUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE SAfE LOAD TABLE NOTES NO. 12 (*) LENGTH = OVER ALL LENGTH OF LINTEL t 7-5/8" J BOTTOM REINFORCING ACTUAL PROVIDED IN LINTEL 8" NOMINAL WIDTH (VARIES) TYPE DESIGNATION IF = FILLED WITH GROUT / U = UNFILLED r QUANTITY OF #5 REBAR AT I BOTTOM OF LINTEL CAVITY 8F16-1 B/1T NOMINAL WIDTH J J LQUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP @ /.... ,'. ,'" -, 8F8-1B/OT @ 8F16-0B/H 8F16-1 Bin CD I MATERIALS . f'c 8" precast lintels = 3500 psi . f'c 8" prestressed, 6" and 12" precast lintels = 6000 psi . f'c 4" precast lintels = 3000 psi . Grout per ASTM C476 f'g = 3000 psi w/ maximum 3/8 inch aggregate and 8 to 11 inch slump. I ENGINEERING I SPECIFICATIONS I PRODUCT DESCRIPTION I High strength precast concrete lintels designed to be unfilled or filled to form a composite reinforced beam using concrete masonry units. I GENERAL I\OTES . Concrete masonry units (CMU) per ASTM C90 with minimum net area compressive strenght = 1900 psi Rebar per ASTM A615 Grade 60 . Prestressing strand per ASTM A416 Grade 270 low relaxation . 7/32 inch wire per ASTM A510 . Mortar per ASTM C270 Type M or S NOTE: THE LINTEL PLAN PROVIDED HEREIN BY DANSCO ENGINEERING, LLC, IS INTENDED TO BE USED FOR STRUCTURAL INFORMATION ONLY. UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLAN OUR CALC- ULATIONS ASSUME A 16" (NOM.) DEPTH BETWEEN THE TOP OF THE TIE BEAM AND BOTTOM OF THE LINTEL. THE NUMBER OF COURSES OF MASONRY PLACED BETWEEN THE LINTEL AND TIE BEAM IS FOR THE LOCATION OF THE TOP OF OPENING ONLY AND IS BASED ON THE ELEVATION PLAN. IN THE EVENT OF A DISCREPANCY THE ELEVATION PLAN SHALL TAKE PRECEDENCE. WE ARE NOT RESPONSIBLE FOR LINTELS PLACED AT THE INCORRECT HEIGHT. 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with architectural and/or structural drawings. 4. U.Lintels are manufactured with 5-1/2 inch long notches at ends to accomodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'.4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of lintel cavity. 7.7/32 inch 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 10, Product Approvals: Miami Dade County, Florida Nos. 03-0605.05 and 03-0605.04 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C926 or other approved coating. 12. Lintels loaded simultaneously with vertical (gravity or uplift) and horizontal (lateral) loads should be checked for the combined loading with the following equation: Applied vertical load Applied horizontal load 1 0 + < . Safe vertical load Safe horizontal load L 8. For composite lintel heights not shown, use safe load from next lower height. 9. For lintel lengths not shown, use safe load from next longest length. 10. All safe loads in units of pounds per linear foot. 11. All safe loads based on simply supported span. 12. The number in the parenthesis indicates the percent reduction for grade 40 field added rebar. Example: 7'.6" lintel Type 8F32-1B safe gravity load = 6472 (15) w/ 15% reduction => 6472 (.85) = 5501 plf TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 1606 FOR 120 M.P.H. 3 SECOND GUST, EXPOSURE "B" WIND ZONE (2001 EDITION). THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. o ...J ...J ~ o Z 00::: OW (j)UJ ZZ ~0 Oz W o r1 Z o (j) 0::: W > ('I') o o ('\J (j) ~ Z ('\J ~ 0 ~ (j) !;t > o W UJ 0::: ::J (/) (/) "- wO UJ ~ w () ~ 9 - - ell ~ ~ 5 o a:: 0 Z 8: :2: <l:: 0 UJ ~ e: o <l:: z <( 53 !i! ~ b ~ o 6 ~ o eIl<l:: u... t5 ~ <l:: 0 W b c;; 0::: f2 ~ ~ w;;?; => a:: 0 :3 ::J CYSSc2 (j) ....J W ....J > <l:: 0 (f) -.J -.J - :c >-~ 0::- 0> .-1- Z(j) wW >0:: zO -0 ~O ~~ 00 00 I-.J (\JCO L!) 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"'<,,: ,,! r!"j ,---~.. . ;;;~7.:;,-.;_:' ! ~ri ;;t:-f., -_._~.. ~~~~,.,::-~:: : :..':_.,1 :~"'. !--""".; .. F~ti! r'~i ~i Ii' }" ; 11 ,f\., i~m! I . ! ~l I t;.: , 1~~1 J1, l~j i.:~,:i i~:i "'N-c ~ ,- .'1 I i ~~ {'t'i t:~;~i a v .- .- , C') a \Of'.. ~f'.. ~N ...Jl() LLa', <{~ 0...' ~~ ;::~ (Y) 0 0:::& Wo 0 LJ..J ~u <l:W N () ~~ >-0 z::C 0 I- <t~ ?;;~ 0:: 0 00 wo::: Z ULL 0 6~ ow w LL I- o:::(/) a.Zz ~ >O:::u- 0 ~ wz~ <( cow> I-t::B Z 0::: ~ii~ >-39 Z >- <twO::: ~::co <( a.. zl-ri :51--l ~ <( ...J 0 0..00::: (/)::cl- a. _1-2 () ::c-w 1-3u SHEET NO, a.. 0::: 0 S-2A () w ~ 0 I (/) ::J Lf) 0 0 ('\J LAST PLOT C0 DATE:Aphl 15, 2005 NOTE: IT IS THE CONTRACTORS RESPONSIBIUlY TO REVIEW ALL DRAWINGS BEFORE CONSTRJCTlON BEGINS, DANSCO ENGINEERING, LLC IS RESPO';SIBlE FOR THE STRUCTURAL INTEGRllY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIOI\AlS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWII\;GS MUST BE BROUGHT TO THE ATTENTION Of DANSCO ENGINEERING, LLC PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, , , , , \ \ \ \ \ I I I I I I I I I I I I I I SAFE LOAD TABLE NOTES 1. All values based on minimum 4 inch nominal bearing. Exception: Safe loads for unfilled lintels must be reduced by 20 % if bearing length is less than 6-1/2 inches. 2. N.R. = Not Rated. 3. Safe loads are superimposed allowable load. 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 additional reinforced masonry above the precast lintel. See Reinforced CMU on Page 4. 6. One #7 rebar may be substituted for two #5 rebars in 8" lintels only. 7. The designer may evalute concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d-away from the face of support. I I I I I I I I , I I I \ \ \ APR 1 8 2005 \ \ , , , PLACE SEAL HERE DE #250990 -----_.....'