|
LU V (A O
<br />TYP. TIE BEAM W/3000 P.S.I. LLi o o H+0 z o o
<br />ILL. is O w
<br />CONC. W/1 #5 REBAR CONT. !O N
<br />O ; d: P00
<br />USP SPT4 W/(6) 10d X 1 1/2---------------- � 0 D O mSAFE LOAD TABLES I 0
<br />wO O O O= = = _ - '• •'° •'• _ '° LINTEL PLAN NOTES: OE 0 FO O a Y ¢ C aFOR GRAVITY, UPLIFT & LATERAL LOADS �� �• I p aO¢I- 8F8-1B/1T 8F8-OB/1T ;•' •' " 1- THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. I L110©,'•STANDARD HOOKS W/25" 2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE Za z = � � ":O' , , MIN. SPLICE LLI w ¢ ❑ L H sY m ¢
<br />ASSUMED TO BE 16" MINIMUM DEPTH. 0 w8" PRECAST &PRESTRESSED U-LINTELS w Y N 0 O O O � O O O 3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE � ¢ z z �
<br />8RF14-1B/1T 8RF14-OB/1T 8F16-1B/1T 8F16-OB/1T TYP. FILLED CELL W/3000 LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH Q o ~ o ¢
<br />P.S.I. CONC. F' � Ld - w o
<br />.'.,• •; ,'.;• © O O O GRAVITY W/1 #5 REBAR VERT. THE ELEVATION DRAWINGS p ¢ w ¢ + U) w
<br />TYPE gUg SFaoB 8F12-OB 8F16OB F20oB SF24o8 SF2&OB 8F32-0B 4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER 0 w u� z o V
<br />LENGTH SFa16 8F1216 F _ SF2418 8F2818 8F3218 LINTEL HEIGHT. I'L Q 0 L' m mo U
<br />�,• :.' ":,� :;'• - •.d�- •'p�. .Q.`� d 2' 10"(34") PRECAST 2231 7547 5 LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED LLI - ¢ w o w
<br />' :.':' ; : 7547 4 go INTERIOR BEARING WALL FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED O o z o Y Z m m 0
<br />U'A'
<br />3'-6" (42") PRECAST 2231 6607 INTERIOR SHEARWALL FOR PROPER LINTEL HEIGHT G.C. COORDINATE. ¢gsro +¢ m O 0 so EXTERIOR FRAME WALL a a o z J J O d d
<br />4'-0" (48") PRECAST 1966 4890 7034 7 -, - m 00 00
<br />• • 8RF6 OB/1 O Cn CY ¢ vi o ¢ m o_ aQ 09
<br />to O r-
<br />74 10394 11809 � 0_ J + TCT; Q O O
<br />O O O O ��; :.':� •�; , ;� - ,_ _ © 4'-6" (54") PRECAST 1599 3753 p
<br />8F201B/1T 8F20-OB/1T •'' ' 7547 7 io s4 s w w J o +
<br />' • ' • " • ' • 5'-4" (64") PRECAST 1217 49 8 9 2560 3686 49 8" C.M.U. Q p 3 Q p
<br />0 ' 7547 36 7342 (19) 8733 19 10127 19
<br />,•'' �'• 5'40"(70") PRECAST 1062 2090 2549 009 347
<br />,� ; b' ; •'� O O 60 7168 (45) 6036 (19) 7181 (19) 8328 20 % 2" X 4" P.T. W/ = Z N Z
<br />:.:•, •; �' 8F20-1B-2T 6'-6" (78") PRECAST 908 0 3031 3707 4383 0 (3) 1/2" X 8" "J" BOLTS OR ~ U)
<br />: • O O O O i 5381 8360 0394 37 88 14 (3) 1/2" X 6" EXPANSION ANCHORS OR o z w ¢ W `i o
<br />' ;• ' •' 7' 6" (90") PRECAST 743 1011 1729 2632 2698 3191 3685 �. I Z O 0 N H m
<br />8F24-1B/1T 8F24-OB/1T © (6) 3 X 1/4 TAPCONS , Er 0 1- O o `� Z d Z
<br />1011 1729 5681 8467(44) 6472(15)
<br />-.,• ,,• ,, O O 9'A" (112")PRECAST 554 699 1160 3486 2818 3302 (8) 2 7/8" HILTI TIX-DNI NAILS iO w Z¢ v 0 = _ - 0 00 o
<br />752 1245 3486 4705(37) 6390 (47) I ? 0 U LL Z ~ CL O N
<br />• '• 10'-6" (126") PRECAST 475 535 890 2777 2163 2536ILI-9D I C7 IY 0 of J O (q -
<br />LO
<br />• A' , , • ' ;0-.:"
<br />0 ;; ,•(),,; 643 1052 2781 3643 (38) 4754 (45) S 2 I w p ui Z d W N o >� Li1 O•' • •, • •- • 11' 4" (136") PRECAST 362 a _2423 3127 4006 , '. . •, , '. u.l Z cn m Z 0 O C co L13 N
<br />�': ',':' 45 2423 3127 4006 �. , • •, •. �, _ = Z w m
<br />�o�=U¢o3m ino n
<br />:.':' • �. • . 12'-0' (144") PRECAST 337 540 873 2193 2805 3552 w Z > N 0 CV
<br />n~ W (n .; W to N (N w rcj
<br />• • '., :'. '.,'• : , ' ' '. ; ; ' '' 540 873 2193 2805 3552 O ¢ o `�
<br />13'A" (160") PRECAST 296 rn ¢ 0 Q J G ¢
<br />• �, ' ` �• '; , , : ': , -. 471 755 1838 2316 2883 O F- W J H cr J m r m � w
<br />�.`� ,',• '•,,• 14'0"(168")PRECAST 279 471 755 1838 2316 2883 w 0 :3 O Q J 2 C 0 -� 00 H of U
<br />424 706 1697 2127 2630 O w wCID
<br />:'.: :.: ":- �;• -; -;: ;;: - 442 706 1697 2127 2630 FRAME (EXT./BRG./SHEAR) WALL = a N �_ � Y 0 0 LL .�
<br />O
<br />r3 -N TO MASONRY CONNECTION DETAIL - Ln Q= � W o
<br />458 783 245 2517 271 2 O Z F O � J
<br />• •O- ; • • 14'-8" 176" PRESTRESSED N.R. y V
<br />0, O 0, O NR R N NR H toL)3cn rn
<br />• • .' 15'-4" (184") PRESTRESSED N.R. NR N R O � F=-- � O � O � � �
<br />8F32 0B/1T 8F32 1B 1T 412 710 2058 2320 2513 �-2
<br />SCALE: N.T.S. Y ❑❑ W Q a m U z o
<br />N / • • •; ; 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR
<br />© O .,' :, •,� 300 54813
<br />1609 1849 2047
<br />O' : Q , '• : ' • 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR 13
<br />. , ,• •' , , ,•'' •' • o ' 0 235 420 1282 1515 1716
<br />•,• 21'-4" (256") PRESTRESSED N.R, NR NR NR NR NR O
<br />8F28 1B/1
<br />• . ', , • , 180 340 1114 1359 1468
<br />22'-O" (264") PRESTRESSED N.R, NR NR NR NR NR `o- W
<br />'• . 165 315 1047 1285 1399
<br />• ,''. •'• '' ''• 24' 0" (288") PRESTRESSED N.R. NR NR NR NR NR 0
<br />•,• ]
<br />.':' ' • 129 250 884 1092 1222
<br />,.,
<br />;•• : • 8F40 OB/1T :0. 8RF40 OB/1T 8" PRECAST & PRESTRESSED U-LINTELS LINTEL BEAM:
<br />O O 1 COURSE LINTEL NON-SHEARWALL SEGMENT O N
<br />,•'• • © 8F44 16/1T ® UPLIFT" LATERAL / -
<br />• BLOCK W 1 # 5 . J In
<br />8Fa1T 8F12-1T 8F16-1T 8F20-1T 8F24-1T 8F2a1T SF32-1T REINF. BAR & 3000 PSI x [jj m r
<br />® LENGTH SFa2T 8F12-2T 8F16-2T 6F202T 2T SF2a SF32-2T 8U8 8F8 CMU GROUT, MIN. 25" TYPICAL SHEARWALL SEGMENT �` W f,Q
<br />2'-10" (34") PRECAST 293 642 2135 LAP (ACT 530) i M
<br />O O ALL SHEARWALL SEGMENTS
<br />8F28 OB/1T 0 0 3'-6" (42") PRECAST 1025 1024 1830 CONSIST OF A FILLED ❑ '
<br />0 4'-0' (48") PRECAST 765 763 1365 CELL EACH END WITHOUT Q N L
<br />8RF30 1B/1T AN OPENING BETWEEN. a
<br />O 4'-6" (54") PRECAST1940 592 591 1057 1 N Q
<br />CO
<br />5'-4" (64") PRECAST 411 411 734 FILLED CELL: O O 1'11N Q W CL
<br />#5 REBAR AT TOP 4 49FILL BLK. CELLS WITH 3000 P.S.I.
<br />TYPE DESIGNATION MIN. (1) REQ'D LINTEL PLAN 7 340 339 607 CONC. SLAB GROUT ONE #5 @LOCATIONS SHOWN Q
<br />5'-io°(7o") PRECAST 9 9 92 3897 4498 OVER 6 MIL V.B. OVER CLEAN ON THE FOUNDATION PLAN
<br />F FILLED WITH •d• '•° 1-1/2" CLEAR ■
<br />GROUT / U - UNFILLED • , • , : , 835 12 340 COMPACT. TERMITE TREATED N.T.S.
<br />R =RECESSED . , 6'-s" (78") PRECAST 507 721 483 AND FLOOR PLAN. Z
<br />UANTITYOF#5REBARAT 4`':�r„`':%• 835 1 4 24 9 2959 4 8 4o EARTH FILL REINFORCED WITH "`{
<br />B TTOM OF LINTEL CAVITY . ,` ;,; 7'.6" (90") PRECAST 727 23 021 1634 12 210 11 257 10 3039 10 08 9 424 534 357 6x6 W1.4xW1.4 WWF MIN. LAP 25" (ACI 530) a
<br />`, d; • •r.; C.M.U. 727 66 6 4 2102 25 3039 5
<br />591 15 471 15 1811 15 2 16 249 15 ° TOP OF SLAB O
<br />9'4" (112")PRECAST 326 512 227
<br />a = •. �, 591 1705 2084 463 2842-
<br />8F16-1 B 1T •r.; ` ;r.; 530 5 4 15 1185 15 1458 15 7 2 15 2007 15 I ,,•
<br />SEE ELEVATION T.O.L.BEARING
<br />10'6"(126")PRECAST 284 401 178 9{ NOTE: o
<br />530 6 6 1865 4 25 w
<br />g ; 'a • ; '' ROUT 474 485 798 15 1034 15 1272 15 1510 15 1749 15 SECTION BETWEEN DOWN RODS
<br />11' 4 136 ARE CONSIDERED SHEARWALLS :,c t y z o
<br />" ( ") PRECAST 260 452 152
<br />NOMINAL � � 494 599 1028 1422 1738 2053 2369 ,a �
<br />WIDTH ''j '' • 12'-0"(144") PRECAST 470 9 441 723 14 936 (14 1151 (15 1366 15 1582 15 244 402 135 UNLESS OPENINGS ARE BETWEEN , . ." • `^ . . .' '"., , . . w w
<br />NOMINAL HEIGHT QUANTITY OF #5 ,e• :' THEM. . • . . a , a " a" a J J
<br />REBAR AT TOP 5 REBAR AT BOTTOM 470 543 928 1349 1649 1948 2247 _ O z _ q
<br />O OF LINTEL CAVITY 13'-4" (160") PRECAST 418 15 373 606 14 783 (14 962 (14 1141 14 1321 14 217 324 109 ; _ <• , >., . , > > . , •>' . , • ".' . , • •.' ; O F = >
<br />z - 3 cn
<br />Q Cy W �
<br />( 428 455 770 1145 1444 1718 1993 TYP. SHEARWALL SECTION Q
<br />BOTTOM REINFORCING " 384 (15 346 559 (14 723 (14 887 (14 1052 14 1218 14 205 293 98 2 3 0 0 0 0
<br />7-OMI ALWIDCTLAL PROVIDED IN LINTEL 14'-�" 168") PRECAST l "LINTEL COURSE • c 0 J 0
<br />8' NOMINAL WIDTH (VARIES) 410 420 709 1050 ($) 1694 8 1954 7
<br />MATERIALS 14-8 (176) PRESTRESSED 239 323 519 (13 671 (13 823 (13 976 14 1129 14 N.R. 284 89 ; '
<br />246 390 655 968 1324 (8) 1625 (11 1874 (11) �-2 SCALE: N.T.S. 9'-4" B.O.L. 0 Z
<br />•.^s J LU
<br />1. f'c recast lintels = 3500 psi. 15'-4" (184") PRESTRESSED
<br />224 302 485 (13 626 (13 767 (13 909 1052 (13) a w
<br />p P 230 364 609 897 1224 (8) 1562 (14 1801 (14 N.R. 259 82 = > Z
<br />2. f'c prestressed lintels = 6000 psi. 17'-4" (208") PRESTRESSED 187 255 404 12) 520 1) 637 754 872 12 N.R. 194 63 ~ N ¢ a 0
<br />3. grouted per ASTM C476 f'g = 3000 psi W/ 192 303 500 732 993 (8) 1268 (14 1470 14 PRECAST "l " LINTEL W/ 145 CONT IN ,
<br />maximum 3/8" aggregate and 8" to 11" Slump. 19'-4" (232') PRESTRESSED 162 222 347 11 446 1 546 (12 646 12 746 (12) N.R. 148 51 ,' 8'-0" A.F.F.
<br />166 261 424 616 831 (8) 1057 (14 1225 14 3000 PSI CONC. OPNG5. #7' 0° ` OVE1�. - - - - - _ _ _ _ _ _
<br />4. Concrete masonry units (CMU) per ASTM C90 w/ PRECAST "U" L€'V EL AL.L.. OPENINGS ° p
<br />21'-4" (256") PRESTRESSED 142 198 306 11 393 11 480 11 567 654 (11
<br />minimum net area compressive strength = 1900 psi. N.R. 125 42 UNDER 6'-0" ,
<br />5. Rebar per ASTM A615 Grade 60. 142 230 369 531 713 (7) 903 13 1046 (13) I-IL)I:ZiF�ICANE , - . • •.=,. • •,:,. � `;,:,., �
<br />22'-0" (2 4") PRESTRESSED 137 192 295 (1 378 11 461 (10 545 11 629 (11) SPLICES 25� MIN, >
<br />6, Prestressing strand per ASTM A416 grade N.R. 116 39 ANCHORS °° w Ln
<br />270 IOW relaxation. 137 221 354 508 681 (7) 861 (13 997 (13 LAP (ACI 530) 10 STD, 90 HOOK DOOR OPENING CN to oc o
<br />7. 7/32 wire per ASTM A510. 24'-0" (288") PRESTRESSED 124 175 267 (0 341 10 416 10 491 10 566 (10) N.R. 91 33 (TYP`) HOOK ,ro Ln Z U 0)
<br />• O ¢m
<br />8. Mortar per ASTM C270 type M or S. 12a 200 316 450 600 (7) 756 (12 875 (13 `r • , CN
<br />T'YP. BOND BEAM � � m a
<br />8" PRECAST W/ 2" RECESS DOOR U LINTELS r+ r+,� , - - -rs> -r 8" x 8" X 16" K.O. -
<br />>' LINTEL BLOCK #5 REINF. W � Y
<br />GENERAL INSTALLATION NOTES GRAVITY `• FILL W/o00 �,S.I, BAR q o
<br />,, .. =a -=='':;,'a• ��,• d. = CONC. W/1 #5 DIA. rg D LINTELS AT ENTRY DOOR w/RAISED ENTRY
<br />1. Provide full mortar head and bed joints. �� TYPE 8RF6-OB 8RF10-OB 8RF14-OB 8RF18-0B 8RF22-OB 8RF26-08 8RF30-OB REBAR MIN. LAP 25"
<br />2. Shore filled lintels as required. LENGTH 8RU6 gRF61B 8RF101B SRF14-19 SRF18-1B 8RF22-18 8RF26-1B 8RF30-1B
<br />(ACI 530) CJ`-2 SCALE: N.T.S. O (n w
<br />3. Installation of lintel must comply with the architectural and/or structural drawings. 4' 4" (52") PRECAST 1635 F6-1 3355 3280 4341 5421 6493 7567
<br />4. U Lintels are manufactured with grouting.
<br />long notches at the ends to accommodate 1891 3699 5206 6639 8060 9479 10893 :" ' P:' Q
<br />vertical cell reinforcing and grouting. O
<br />5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 REBAR BOTH SIDES FO a 10"
<br />longer with a nominal height of 8" meet or exceed L/180. 1756 3699 5206 6639 8060 9479 10893 STIR. c9.0 DEGREE � 7 UJ O
<br />6. Bottom field added rebar to be located at the bottom of the lintel cavity. 5'-8" (68") PRECAST 920 1770 1716 2277 2839 3402 3966 „ ANGLE 3000 P,S.I, V >, LL Z
<br />866 1167 2481 4567 6389 8060(34) 7917(19 9311 (19) y', OPENINGS 6' 0 OR MOR Z o
<br />7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 859 1653 1600 2124 2649 3174 3700 CONC. W/i # DIA #5 STD ■ 90° HOOK K
<br />N
<br />8. 5'-10" (70") PRECAST 810 „ - Z
<br />Gast -in -place concrete may be provided in composite lintel in lieu of concrete REBAR MIN, LAP 25 �/ Z wFn
<br />masonry units. 1113 2342 4242 6639 10 8060 39 7402 (19) 8706 (19) `L. - (n >
<br />9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 6'-8" (80") PRECAST 901 1825 3120 5048 7747 9448 7360 (ACI 530) 0 Z 0
<br />10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 797 901 1825 3120 5048 7915 9479 10893 (32 SCALE: 1"=1-O LO f � p w p
<br />11. The exterior surface of lintels installed in exterior concrete masonry walls shall have 755 1490 2459 3776 5743 7239 5623 INDICATES i=1LLCD 0 V 0
<br />coating.
<br />ing of stucco applied in accordance with ASTM C-926 or other approved 7' 6" (90") PRECAST 669 CFL L FROM FTi" TO J p z w
<br />755 1490 2459 3776 5743 8998(19) 10893(48)
<br />` 20 MIN. LAP N J
<br />9'-8" (116")PRECAST 411 466 999 1568 2253 3129 4091 3146 E3CAM WITH 1 #5 W 0
<br />12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) 526 999 1568 2253 3129 4150 5891(47) BAR MIN LAP 25" w
<br />loads shoud be checked for combine loading with the following equation: _ uJ ¢
<br />Applied vertical load Applied horizontal load
<br />(ACI 530) #3 OR #4 REINFORCING BAR U z 7: m = cr
<br />+ < 1.0
<br />Safe vertical load Safe horizontal load
<br />8" PRECAST W/ 2" RECESS DOOR U-LINTELS • p• 8' x 8 x 16 #3 & #4 LAP SPLICE - o �
<br />C.M.U.
<br />SAFE LOAD TABLE NOTES • O r p a
<br />UPLIFT LATERAL 25° MIN. LAP Q 0
<br />1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled TYPE 8RF6-1T 8RF18-1T 8RF22 1T 8RF261T 8RF301T REINF. I YP L�OWf::L 25" Z a z w
<br />lintels must be reduced b 20% if bearing length is less than 6-1 2". LENGTH SRU6 8RF6
<br />Y g g / 8RF6-2T 8RF1&2T 8RF22-2T 8RF26-2T SRF302T CMU* MIN. LAP (ACI 5;30) #5 REINFORCING BAR Z U O a Z o
<br />Safe loads for all recessed lintels based on 8" nominal bearing. 4'-4" (52") PRECAST 905 2635 4409 5296 6183 #5 LAP SPLICE w Q V W
<br />g• 905 2635 3522 4409 5296 6183 758 757 1365 J
<br />2. N.R. =Not Rated. 4'-6" (54") PRECAST 867 2525 3 4224 5074 5924
<br />3. Safe loads are total superimposed allowable load on the section specified. 867 2525 3374 4224 5074 5924 694 693 1249 36" MIN. LAP F_ 2 o
<br />3935 •- SHEET N0.
<br />5'-8" (68") PRECAST 675 1960 1 3277 4594 408 407 734 '
<br />4. Safe loads based on grade 40 or grade 60 field rebar. 675 1960 2618 3277 3935 4594 • "° `"' " •'°w'' "° „ `'. <'"''• ' ,� ''M ' °, °' > aP ' °' `'` ' ` a' '° •,•' ",• • •'r #6 REINFORCING BAR o
<br />Additional lateral load capacity can be obtained by the designer by providing 5'-10" (70") PRECAST 655 1900 2538 3176 3815 4453 ° ` * - ° '° °` V 0
<br />5' 382 381 687
<br />addional reinforced masonry above the precast lintel. 655 1900 2538 3176 3815 4453 #6 LAP SPLICE
<br />6. One #7 rebar may be substituted for two #5 rebars in 8" lintels only.i 51 2 4 SEE FOUNDATION PLAN I � W
<br />6' 8" (80") PRECAST 570 2758 331 3865 595 788 510 SEF. FOOTING DETAIL L Y S-2 g
<br />7. The designer may evaluate concentrated loads from the safe load tables by 570 1651 2204 2758 3312 3865 D FC)f� LOCATIONS calculating the maximum resisting moment and shear at d-away from the face of support. TY) . MONO. FTG,
<br />7'-6" (90") PRECAST 506 1462 8 1952 7 2442 6 2931 6 3257 OF Cn
<br />8. For composite lintel heights not shown, use safe load from next lower height. 509 674 393
<br />506 967 1462 1952 2442 2931 3421 370 490 227 5 REBAR SPLICE DETAIL N m
<br />g• For lintel lengths not shown, use safe load from the next longest length shown. 9'-8" (116") PRECAST 95 491 931 12 1301 15 1640 15 1980 15 2322 16
<br />O
<br />11. All safe loads in units of pounds per linear foot. 5 E 1135 1514 1893 2272 2652 1 BLOCK WALL/REINFORCEMENT S-2
<br />11. All safe loads based on simply support span. (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR SCALE: N.T.S. � N
<br />LAST PLOT DATE O 12. The number in the parenthesis indicates the percent reduction for grade 40 GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 March 11, 2005 v
<br />field added rebar. �-2
<br />SCALE: N.T.S. O
<br />Example: 7'-6" lintel Type 8f32-reduction
<br />8 safe gravity load = 501 if � DETAILS
<br />' w/15% reduction = > 6472 (.85) = 5501 plf
<br />
|