|
O .;,°
<br />TYP. TIE BEAM W/3000 P.S.I. LL ¢ O N ,a z U) o Q
<br />u
<br />CONC. W/1 #5 REBAR CONT. " p o w'
<br />p :;p.; ;.Q USPSPT4W/(6) 10dX11/2---------------- LJ 2�Oo O cn o
<br />SAFE LOAD TABLES
<br />0J ° � •`' •"' •�' ' ' LINTEL PLAN NOTES: O _ x I- � o � �, � �
<br />0 0 0 0 " • FOR GRAVITY, UPLIFT & LATERAL LOADS "7 - , . " O ES 0 ~ Q Y
<br />O � CozU¢ WE 0
<br />8F8 1B/1T 8F8 OB/1T 1- THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY.
<br />STANDARD HOOKS W 25" Z W z LLw- o
<br />/ 2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE w
<br />O © MIN. SPLICE w ¢ z Iz o 'N 1= J
<br />ASSUMED TO BE 16 MINIMUM DEPTH. 0 W ¢ 0 i. m
<br />8" PRECAST & PRESTRESSED U-LINTELS 3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE 0 W Y cn 0 w
<br />C O O O O D O O TYP. FILLED CELL W/3000 Q �- ¢ z z U
<br />8RF14-1B/1T 8RF14-OB/1T 8F16-1B/1T 8F16-0B/1T P.S.I. CONC. LINTEL &THE BOND BEAM SHOULD BE COORDINATED WITH o W o ¢
<br />GRAVITY W/1 #5 REBAR VERT. THE ELEVATION DRAWINGS O < Z u' + '
<br />=' 4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER cn `� w ¢
<br />8F8-0B 8F12-0B 8F16-oB 8F20-OB 8F24-OB 8F28-OB 8F32-OB
<br />TYPE 8U8 + f!1 w
<br />LINTEL HEIGHT. U- ow z�� O U
<br />LENGTH 8F81B 8F121B 8F16-1B 8F20-1B SF2416 8F28-1B SF321B ¢ 0 0 F- 000 mu- d
<br />^ 6 3 7547 97 94 80 5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED O LLJ o ¢ W ,.. O W e
<br />.,� ;; ; .,v ;; • , , v N 2'-10"(34") PRECAST 2231 INTERIOR BEARING WALL o U C7 N ch -
<br />Cn
<br />s 6113 7547 8974 10394 11sos FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED O z o Y CN {
<br />: 3'-6" (42") PRECAST 2231 5 3 054 95 95 INTERIOR SHEARWALL W W O IL ` + °C IJi t?D O }
<br />sso7 FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. *1 o N N
<br />,v,• •e ,' •a •�� 0 0
<br />4605 6113 7547 8974 10394 11809 EXTERIOR FRAME WALL 0' Q 0 Z -J < O O� DOQ
<br />5 51 3820 4890 5961 7034 8107
<br />O, 8RF6-OB/1 4' O" (48") PRECAST 1966 J - ;
<br />♦ ,' ; ♦ , `' . • , • 4605 6113 8974 10394 11809 O W d ¢ c/1 Cr a o0 OP
<br />O O O O : : - ' O 4'-6" (54") PRECAST 1599 96 10 2931 3753 4576 5400 6224 cA (Y J \ LO O
<br />L
<br />8F201B/1T 8F20 OB/1T ; . , v ;; . ; . ,�',; . • .' 2189 4375 6113 7547(7 8672 10294 11809 0) o- O O 1,
<br />5' 4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 8" C.M.U• j Q 0 } } ¢
<br />O O ':0,' 6 3090 5365 7547(36).7342 (19) 8733(19) 10127(19 ¢ O ¢ 0
<br />'., ,
<br />,' 5'-10"(70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 - 2" X 4" P.T. O
<br />.: 0 1451 2622 4360 7168 (45) 6036 (19) 7181 (19) 8328(20) •T• W/ V
<br />`,' ,-� -' e •-� .0, 8F20-1B-2T 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 (3) 1/2" X 8" "J" BOLTS OR Cl) Z rn
<br />O 0 0 1238 2177 3480 5381 8360 10394 37 8825 (14) (3) 1/2" X 6" EXPANSION ANCHORS OR
<br />'•' ,' '' ',' •' '' • 8F24-1B 1T 8F24-OB 1T O 7'-6" (90") PRECAST 743 1011 1729 2632 2698 3191 3685
<br />/ / 8467 44 6472 (15) (6) 3" X 1/4" TAPCONS I z o 0 0 W C) cmv r'
<br />1011 1729 5681 ( )
<br />� 9' 4" (112")PRECAST 554 699 1160 3486 2818 3302 (8) 2 7/8° HILTI TIX-DNI NAILS I O w Z ¢ O W lO ® 00
<br />00 O f
<br />37 6390 (47 O _
<br />752 1245 3486 4705( ) ) I ZLJ ¢ U Z I- LL J W ¢
<br />00
<br />?S
<br />10'-6" (126") PRECAST 475 535 890 2777 2163 2536 9D I C7 w p O a' J ~ O
<br />" . ,I• ' . , • ' , ,. ', : Q , ; Q , 643 1052 2781 3643 (38) 4754 f 45) S 2 W - XX O_ ,
<br />a , • a ` a 11'-4" (136") PRECAST 362 582 945 2423 3127 4006 . • ; . , , - ; '• j W Z U m 0 O W W Nin
<br />Q CN ;, t
<br />0 to Z Z O O
<br />•' ,.' ..' ...' . 582 945 ,' ,, '• ', -•' '', I'' ', Zc� W z Z U, LL
<br />2423 3127 4006 , , , = O O J Z d' O
<br />' �' 12'-0" (144") PRECAST 337 540 873 2193 2805 3552 W 0 J > w C m N OQ O
<br />• '` `"' 'e'` e'' a'' a, a 540 S73 2193 2805 3552 O ¢ IZ = W W 0- LJJ pN 15- W
<br />'A -'A 13'-4" (160") PRECAST 296 471 755 1838 2316 2883
<br />O F- IX J (h N
<br />LLJW J I 0 m Co
<br />(� Z� W ® � J r I IY k
<br />RO m0Z�0`t �.al a Q 0 00-D
<br />. • , • " • ,' �. ` , ' • a' " 471 755 1838 2316 2883
<br />♦" :.LL
<br />279 424 706 1697 2127 2630 FRAME (EXT / B R G /SHEAR) WALL _
<br />14'-0" (168") PRECAST w 2 D U
<br />LJO-11-
<br />442 706 1697 2127 2630 ■ ■ Ld J U N O U vrX
<br />t/9 U 14' 8" 176" PRESTRESSED N.R. O _ W O o W . ,;( ) NR NR NR NR NR 3 TO MASONRY CONNECTION DETAILO • 458 783 2245 2517 2712 ~ = Z
<br />I- � 0 Z t= w
<br />"`,' 15' 4" (184") PRESTRESSED N.R. NR NR NR NR NR z F- O 0) S I- L.L. O ¢
<br />:.'IN-
<br />"0-
<br />0'... NR 710 2058 2320 2513 _ SCALE: N.T.S. Y N U ❑❑ a a cn U Z o
<br />8F32 OB/1T 8F32 1B/1T'
<br />;- 17' 4" (208") PRESTRESSED N.R. NR NR NR NR NR
<br />N zt }I
<br />300 548 1609 1849 2047
<br />19'-4" (232") PRESTRESSED N.R.NR NR NR NR NR 13
<br />❑ "
<br />Q �' - • ,' - `,' `- - `,' `- 235 420 1282 1515 1716
<br />-a
<br />O ti 7.
<br />' v • • 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR
<br />• • v - - 2816/1 180 340 1114 1359 1468
<br />22'-0" (264") PRESTRESSED N.R.NR NR NR NR
<br />NR NR
<br />165 315 1047 1285 1399 W
<br />'' a' ,' �' ' • a' O 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NIR ` «> ❑ + • f
<br />e• 129 250 450 884 1092 1222
<br />8F40 OB/1T-' EN
<br />8" PRECAST & PRESTRESSED U-LINTELS LINTEL BEAM:
<br />8RF40 OB/1T NON-SHEARWALL SEGMENT 3.
<br />© o o ® UPLIFT LATERAL 1 COURSE LINTEL J
<br />' 8F44.1B 1T �j BLOCK W/ 1 # 5 > N
<br />>M•;><.
<br />/ 8F81T SF12-1T SF16-1T 8F201T SF241T SF281T 8F32-1T REINF. BAR & 3000 PSI '«)' '' N m ❑ r
<br />® �n -
<br />TYPE SU8 SF8
<br />a •' LENGTH 8F8-2T 8F12-2T SF16-2T SF20-2T SF24- T SF2&2T SF32-2T CMU GROUT, MIN. 25"
<br />♦ '' '' '' 2'-10" 34" 1293 642 2135 LAP (ACI 530)
<br />TYPICAL SHEARWALL SEGMENT
<br />( ) PRECAST ALL SHEARWALL SEGMENTS � m
<br />8F28 OB/1T 3' 6" (42") PRECAST 5 5 5 6 13 3 1025 1024 1830 CONSIST OF A FILLED ® ❑
<br />O 4'-0" (48") PRECAST 765 763 1365 AN OPENING BD WITHOUT.Q U,
<br />CELL EACH = J m
<br />8RF300 1B/1T 3s o7 s 5 74o s , . �, - 4 IL
<br />U 4'-6" (54") PRECAST 592 591 1057 a
<br />20 0 7 5 9 077 t �' ❑ if=
<br />1207 1940 2724 3508 4292 5077 5861 O O MIN a
<br />5'-4" (64") PRECAST 0 6 2 9 07 4265 4924 411 411 734 FILLED CELL:
<br />#5REBARATTOP 101 1632 2290 2949 3607 4265 4924 FILL BLK. CELLS WITH 3000 P.S.I._'�
<br />909 1492 2093 2694 3295 3897 4498 GROUT ONE #5 @ LOCATIONS SHOWN LINTEL PLAN Q
<br />TYPE DESIGNATION MIN. (1) REQ'D CONC. SLAB
<br />5'-10"(70") pREcasr 340 339 607 OVER 6 MIL V.B. OVER CLEAN
<br />F=FILLED WITH •d•'•: •'� 1-1/2"CLEAR 929 1492 2093 2694 3295 3897 4498 ON THE FOUNDATION PLAN
<br />GROUT /U=UNFILLED , •,• , v,' 835 12 1340 1880 2419 2959 3498 4038 COMPACT. TERMITE TREATED N.T.S-
<br />OVER
<br />R=RECESSED 6'-6" (78") PRECAST 507 721 483 AND FLOOR PLAN. Z
<br />•; ,• ., 835 1340 1880 2419 2959 3498 4038 EARTH FILL REINFORCED WITH „
<br />UANTITYOF#5REBARAT 4 .'=,e- � MIN. LAP 25 (ACI 530)
<br />BOTTOM OF LINTEL CAVITY ., ♦,• .< 7'-6" (90") PRECAST 727 23 1021 1634 12 2102 11 2571 10 3039 10 3508 9 424 534 357 6x6 W1.4xW1.4 WWF
<br />;, d, ♦';r. C.M.U. 727 1166 1634 2102 2571 3039 3508
<br />591 680 1133 (15 1471 (15 1811 15 2152 16 2494 15 TOP OF SLAB ❑
<br />9'-4" (112") PRECAST 326 512 227 - ;r##:;>: ❑ '`'
<br />a = a •,' a. 591 851 1326 1705 2084 2463 2842
<br />•r.c• •r.: 530 552 914 (15 1185 (15 1458 (15 1732 15 2007 15 I SEE ELEVATION T.O.L. &BEARING
<br />1 -1B U a 10'-6"(126")PRECAST 284 401 178 NOTE: <><<»<`
<br />8 F 6 / 1T a z , " 530 686 1183 1526 1865 2204 2544 t a ,
<br />ro o gad :'; g' ROUT 474 485 798 (15 1034 (15) 1272 (15 1510 15 1749 15 ', ,e',' SECTION BETWEEN DOWN RODS 3
<br />z 11'-4" (136") PRECAST 260 452 152 ARE CONSIDERED SHEARWALLS . ', "` f ° p
<br />Ln 494 599 1028 1422 1738 2053 2369 Z w
<br />NOMINAL �' ; ,d' 470 9 441 723 (14 936 (14 1151 (15 1366 15 1582 15 135 UNLESS OPENINGS ARE BETWEEN :;�., k' ' ' ` ' ' ` R'e`' ` `° ,a.0 Z
<br />WIDTH '' 12'-0" (144") PRECAST 244 402
<br />NOMINAL HEIGHT QUANTITY OF #5 .ev•♦' 5 REBAR AT BOTTOM 470 543 928 1349 1649 1948 2247 THEM.
<br />REBAR AT TOP . ''a�""-'a'" x% •a' to d'��9 ''a' 's 4',°'`S? �(.7
<br />0 0 of LINTEL cnvirY 13'-4" (160") PRECAST 418 15 373 606 14 783 (14 962 (14 1141 14 1321 14 217 324 109 ® - = >'
<br />r Y' ,+. L r." L , y G ,' L ` o ' 3 t -,'< ' A �, Q CnCn 1 V
<br />428 455 770 1145 1444 1718 1993 Z � - 3 � BOTTOM REINFORCING ( ) 384(15 346 559 (14 723 (14 887 (14 1052 14 1218 14) 205 293 98 2 TYP SHEARWALL SECTION bs ' ' ' ' ' CD Q O_ w 7-5/8"ACTUAL PROVIDED IN LINTEL 14'-0" 168" PRECAST ■ ' .h.F �'" `h,�"" ` P, °�, �'' 0 0
<br />8" NOMINAL WIDTH (VARIES) 410 420 709 1050 1434 (8) 1694 (8 1954 (7 "
<br />14'-8" (176") PRESTRESSED 239 323 519 (13 671 (13 823 (13 976 14 1129 (14 N.R. 284 89 LINTEL COURSE . ♦ o L
<br />MATERIALS 246 390 655 968 1324 (8) 1625 (11 1874 (11) �-2 SCALE: N.T.S. - 9'-4" B.O.L. ,3y� o W Z
<br />15'-4"(184")PRESTRESSED LIJ
<br />224 302 485 (13) 626 f13 767 (13 909 (13 1052 (13) N.R. 259 82 > LU oOf
<br />1. Vc precast lintels = 3500 psi. 230 364 609 897 1224 (8) 1562 (14 1801 (14)
<br />2. f'c prestressed lintels = 6000 psi. 17'-4" (208") PRESTRESSED 187 255 404 (12) 520 (12) 637 (12 754 (12 872 12) N.R. 194 63 - •°� ~ ¢ c
<br />3. grouted per ASTM C476 f'g = 3000 psi w/ 192 303 500 732 993 (8) 1268 (14 1470 (14) PRECAST "U"" LINTEL W/ 145 CONT. IN
<br />maximum 3/8" aggregate and 8" t0 11" slump. 19'-4" (232") PRESTRESSED 162 222 347 (11 446 (11 546 (12 646 (12 746 f12) N.R. 148 51 3000 PSI CONC. @ OPNGS. 6'-0" & OVER. 8'-0" A.F.F.
<br />4. Concrete masonry units (CMU) per ASTM C90 w/ 166 261 424 616 831 (8) 1057 (14 1225 (14 , � - - - - - - - - - - '
<br />minimum net area compressive strength = 1900 psi. 21'-4" (256°) PRESTRESSED 142 198 306 11 393 11 480 11 567 654 (11)PPS-CAST 'I,.I LINTEL �L OPENINGS 1 ��a�a
<br />p g - p 142 230 369 531 713 (7) 903 13 1046 (13) N.R. 125 42 UNDER 6'..0" -- Y*, w, ,,--,-
<br />5. Rebar per ASTM A615 Grade 60. HURRICANE RiCANE SPLICES 25 MIN. . '
<br />22' 0" (264") PRESTRESSED 137 192 295 (10 378 11 461 f10 545 (11 629 (11) N.R. 116 39 ANCHORS " r , " ' �
<br />6. Prestressing strand per ASTM A416 grade 137 221 354 508 681 (7) 861 (13 997 (13) LAP (ACC 530 10 STD, 90 HOOK DOOR OPENING �' _ N W � o
<br />270 IOW relaxation. 24'-0" (288") PRESTRESSED 124 175 267 (10 341 10 416 (10 491 10 566 (10) N.R. 91 33 I YP') HOOK , " �'E'
<br />7. 7/32 wire per ASTM A510. 124 200 316 450 600 (7) 756 (12 875 (13) TYP i0(D SEAM a�, L0 Z H \ -a
<br />8. Mortar per ASTM C270 type M or S. nj N
<br />8E9" Fa 16°S K.O. 00 y'
<br />LINTEL BLOCK #5 REINF. 0
<br />N w o
<br />GENERAL INSTALLATION NOTES FILL
<br />/W11 DI BAR ��
<br />O
<br />CONIC, R /r9B�LINTELS AT ENTRY DOOR W RAISED ENTRY N
<br />1. Provide full mortar head and bed joints. 8RF6-OB 8RF10-OB 8RF14-OB 8RF18-0B 8RF22-OB 8RF26-OB 8RF30-OB , REB`�t` R MIN° LAP 25 �cQ•, w/
<br />RAISED
<br />Shore filled lintels as required. LENGTH TYPE 8RU6 gRF6-1B 8RF1016 8RF14-1B 8RF1818 8RF2216 8RF26-1B 8RF30-1B ' ¢ '
<br />3. Installation of lintel must comply with the architectural and/or structural drawings. 1749 3355 3280 4349 5421 6493 7567 (ACI
<br />4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate 4'-4" (52") PRECAST 1635 ,A �-2 SCALE: N.T.S. '
<br />vertical cell reinforcing and grouting. 1891 3699 5206 6639 8060 9479 10893` ' �' • O
<br />4'-6" (54") PRECAST 1596 3063 2992 3968 4946 5924 6904
<br />5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and 1494 REBAR BOTH SIDES FO w 10" 4
<br />longer with a nominal height of 8" meet or exceed L/180. 1756 3699 5206 6639 8060 9479 10893 4 d STD. �( DEGREE. ,
<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 _
<br />866 1167 2481 4567 6389 8060(34) 7917(19) 9311 (19) •'. OPENINGS 6'-0 OR MOR ,A =. ANGLE 3000 P.S•I. � � z w >- 0-1 Z
<br />7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. CONC: W/1 #5 DIA, V Z
<br />5'-10"(70") PRECAST 859 1653 1600 2124 2649 3174 3700 Q O [/'�V' _ ¢ F- O_
<br />8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete 810 REBAR MIN. LAP 25 #5 STD ■ 90 HOOK ` - z t/7
<br />masonryunits. 1113 2342 4242 6639 10 8060 39 7402 (19) 8706 (19) z W
<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) ~ - to >
<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'-0" LO (� O o 0 0
<br />11. The exterior surface of lintels installed in exterior concrete masonry walls shall have 7' 6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 INDICATES ILLED O U o
<br />a coating of stucco applied in accordance with ASTM C-926 or other approved 755 1490 2459 3776 5743 8998 (19) 10893 (48) CELL r ROM T TO
<br />coating. 9'-8" (116")PRECAST 411 466 999 1568 2253 3129 4091 3146 ,
<br />'' ' BEAM WITH 1 #5 20" MIN. LAP � -� 0 0 � o
<br />12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) 526 999 1568 2253 3129 4150 5891(47) tl � W
<br />loads shoud be checked for combine loading with the following equation: BAR M IIN, LAP 25 1 ` V
<br />Applied vertical load + Applied horizontal load - ° (ACI s30j W _ � ¢
<br />� J
<br />#3 OR #4 REINFORCING BAR X
<br />Safe vertical load Safe horizontal load G 1.0 8" X B.a 16 s 0 m - Z
<br />8" PRECAST W/ 2" RECESS DOOR U LINTELS P • #3 & #4 LAP SPLICE 0 - o w )
<br />SAFE LOAD TABLE NOTES , O M ULLJ
<br />UPLIFT LATERAL 25" MIN. LAP L� J }
<br />1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled �- ¢ H 0 k'
<br />TYPE 8RF6-1T SRF18-1T 8RF221T 8RF26-1T 8RF30-1T REINF.
<br />8RF6 2T 8RU6 8RF6 TYP, DOWEL 25 ® tlr
<br />LU
<br />lintels must be reduced by 20% if bearing length is less than 61/2". LENGTH 8RF18 2T 8RF22 2T 8RF26 2T 8RF30 2T CMU* �,/ , I>
<br />4'-4" (52") PRECAST 905 2635 3522 4409 5296 6183 ' ` MIN. LAP (ACI �a30) #5 REINFORCING BAR z U ¢ ;
<br />Safe loads for all recessed lintels based on 8" nominal bearing. 905 2635 3522 4409 5296 6183 758 757 1365 #5 LAP SPLICE w < O a Z o
<br />2. N.R. = Not Rated. 4'-6" (54") PRECAST 867 2525 3374 4224 5074 5924 A;. _ Z =
<br />3. Safe loads are total superimposed allowable load on the section specified. ss7 2525 3374 4224 5074 5924 694 693 1249 ; , 36" MIN. LAP U ¢
<br />675 1960 2618 3277 3935 4594 a 0
<br />5'-8" (68") PRECAST
<br />4. Safe loads based on grade 40 or grade 60 field rebar. 675 1960 2618 3277 3935 4594 408 407 734 .° a g " �< ' , < a " ' , , e ' , ,. , * " , , ,' ' , m • ,' , +� ` a } ,' ` ,' ,' • a' ;
<br />5. Additional lateral load capacity can be obtained by fhe designer by providing 5'-10" (70") PRECAST 655 1900 2538 3176 3815 4453 'A' a' p p '0.' "" °A' '}g k" ` 4°'k' ' °tlY �' F` ' #6 REINFORCING BAR SHEET N0. i
<br />addional reinforced masonry above the precast lintel. 655 1900 2538 3176 3815 4453 382 381 687 3E FOUNDATION PLAN #6 LAP SPLICE Q S-2
<br />o
<br />6. One #7 rebar may be substituted for two #5 rebars in 8" lintels only. 6'-8" (80") PRECAST 570 1 51 2204 2758 3312 3865 595 788 510 SEE FOOTING DETAIL W
<br />7. The designer may evaluate concentrated loads from the safe load tables by 570 1651 2204 2758 3312 3865 (tst LOCATIONS 2
<br />calculating the maximum resisting moment and shear at d-away from the face of support. 506 1462 8) 1952 7) 2442 (6) 2931 6 3257 TYP. MONO. ETG. N O
<br />8. For composite lintel heights not shown, use safe load from next lower height. 7' 6" (90") PRECAST 509 674 393
<br />506 967 1462 1952 2442 2931 3421 ^ I OF =
<br />9, For lintel lengths not shown, use safe load from the next longest length shown. 9'-8" (116") PRECAST 395 491 931 12 1301 15 1640 15 1980 15 2322 16 5 REBAR SPLICE DETAIL ♦ V
<br />10. All safe loads m units of pounds per linear foot. 395 589 1135 1514 1893 ' 2272 2652 370 490 227
<br />11. All safe loads based on simply support span. BLOCK WALL REINFORCEMENT
<br />25 t�
<br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR O
<br />12. The number in the parenthesis indicates the percent reduction for grade 40 GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 / S-2 SCALE: N.T.S. o
<br />LAST PLOT DATE �N;
<br />field added rebar. C�-�i SCALE: N.T.S. > March 11, 2005
<br />Example: 7'-6" lintel Type 8f32-1B safe gravity load = 6472 (15) J 2 O
<br />w/15% reduction = > 6472 (.85) = 5501 plf � J DETAILS
<br />8" PRECAST W/ 2" RECESS DOOR U-LINTELS
<br />°� "��' n�. " a' `x, ' � ° ° �' `- ' �' �k, • �
<br />�'
<br />GRAVITY
<br />
|