|
LLJ N Q
<br />o P TYP. TIE BEAM W/3000 P.S.I.1L. ¢ o U) J `� o
<br />SAFE LOAD TABLES w°LL w
<br />o '•, ; r CONIC. W/1 #5 REBAR CONT. w F-
<br />0 0 0' o FOR GRAVITY UPLIFT &LATERAL LOADS USP SPT4 W/(6) 10d X 1 1/2 W x o op ,N w
<br />Q
<br />8F8-1B/1T 8F8 OB/1T .`:. O O O U o z¢ ' U o
<br />EL w O
<br />8" PRECAST & PRESTRESSED U-LINTELS - ' - w Of H O Qi W p
<br />Z o f LL
<br />STANDARD HOOKS W/25" LINTEL PLAN NOTES: W o w= o `� N m Q
<br />O O O O O O O O MIN. SPLICELd
<br />8RF14-1B/1T 8RF14-08/1T 8F16-1B/1T 8F16-OB/1T w Q z pz am v
<br />C D E F GRAVITY
<br />• O O O O TYP. FILLED CELL W 3000 1- THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. of
<br />Q 0 1---
<br />, • •• , • J TYPE 8F8 OB 8F12 OB 8F16-OB F20-OB 8F24-OB 8F28-OB 8F32-OB / OO Q 0
<br />-_' LENGTH 8U8 8F8-1B 8F12-1B 8F16-1B 8F20-1B 8F24-1B 8F28-1B 8F32-1B P.S.I. CONIC. 2 UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE 0 C w - w O
<br />• J p�•. • ��:- 2'-10" (34") PRECAST 2231 7547 W/1 #5 REBAR VERT. O ¢ w
<br />4 1180 / ASSUMED TO BE 16 MINIMUM DEPTH. to w
<br />7547 1180 LL X
<br />3 THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE I L �_
<br />w (n 0_ Z O U
<br />C7 z w O J ro-
<br />- �, �• •-, �, , • �• , • J, o O 3'-6" (42") PRECAST 2231 1 5163 6607 8054 9502 10951 LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH _
<br />7547 118 LU ~° p O Q LU O LL
<br />INTERIOR BEARING WALL THE ELEVATION DRAWINGS O N � ~ U N
<br />O.• • • ',' 8RF6-OB/1T 4--0" (48") PRECAST 1966 5 1 3820 4890 5961 7034 8107 O w O Y w Z M m O
<br />''.' - • J` •• • . • J• •. • . •.• •. 4605 6113 8974 10394 11sos INTERIOR SHEARWALL 4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER < "UWJ U �- 0 Do-• + Q J N N
<br />O O O O : © 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 EXTERIOR FRAME WALL LINTEL HEIGHT. f- Q O Of w
<br />8F20-1B/1T 8F20 OB/1T ; :; . ; :,: ;; . 4375 6113 7547 7 8672 10294 11809 5 LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED CY ¢ z 00 -' 0000 0000
<br />5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED U) a a Eli o a 00 0O
<br />O O 1663 3090 5365 7547(36) 7342 (19) 8733 (19 10127 19 u7 w ��� O ti r
<br />G H - J, �' 5'-10"(70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. J > ¢ z 0) a
<br />b : • : O O 1451 2622 4360 7168 (45) 6036 (19) 7181 (19) 8328(20) $ C.M.U. ¢ ° � ¢ p
<br />8F20-1B-2T 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 E
<br />O O O O
<br />, •-, •„ 1238 2177 3480 5381 8360 10394 37 8825 14) ,; '
<br />8F24-1B/1T 8F24-OB/1T O 7'-6" (90") PRECAST 743 1011 1729 2632 2698 3191 3685 2" X 4" P.T. W/ "' Z
<br />• ' • - 1011 1729 5681 8467 (44) 6472 (15) (3) 1/2" X 8" "J" BOLTS OR z '--
<br />�: �: I 9'-4" (112")PRECAST 554 699 1160 3486 2818 3302 (3) 1/2" X 6" EXPANSION ANCHORS OR z cli
<br />Z Ld ¢ (0 � Z O
<br />O O 752 1245 3486 4705 (37) 6390 (47) (6) 3" X 1/4" TAPCONS E p f- O p 1 Z
<br />• 10'-6" (126") PRECAST 475 535 890 2777 2163 2536 QU W�_L9L1. 00 °
<br />3643 38 45 (8) 2 7/8" HILTI TIX-DNI NAILS w Z U
<br />• , • :, • . • , • :, 643 1052 2781 ( ) 4754 ( )
<br />• - • • :� 11'-4" (136") PRECAST 362 582 945 2423 3127 4006 Z (n Z ~ H J W � N
<br />"•:..':• :.':• 582 945 2423 3127 4006 Z w C7 IX LL J Ali
<br />., . ., U p ♦1 N Ln
<br />• '• -�• '` • • , • • '• , • 540 873 2193 2805 3552 . uJ Z 0 m Z p -J U ° a. LU O O
<br />: ,', ; • �; , • 12'-0" (144") PRECAST 337 = p (n Z a W N o O
<br />540 873 2193 2805 3552
<br />-•J•• ••.•� ',, ,I, 471 755 1838 2316 2883 •J•- `J°'••J•-•• ` •J` °J•I-`J°- •J°I 13'-4" (160") PRECAST 296 F Z w Q � 3 LL (� O CN
<br />Z
<br />__ O mO
<br />•J` •J` -•J•- -•J•- 471 755 1838 2316 2883 p >
<br />14'-0" (168") PRECAST 279 = w (n W LLB W N c�
<br />O OZo_F-�w�pm N Q)r
<br />'.,• ., .',• ., �=,�•••• "•=,; ,•� '=,; •• ., 424 706 1697 2127 2630 Q�
<br />�: �: ,•.,• .,• ,• NR NR NR NR NR w U - ch z < I.J J 442 706 1697 2127 2630 Lu J 0= p m G ❑ (hC0
<br />O O O :O. O - 14'-8" (176") PRESTRESSED N.R. FRAME EXT. BRG. SHEAR WALL � N ¢ a = �- _E W
<br />-• ' • 458 783 2245 2517 2712 COm wI D J Op p H J Q ot ° 00 5 U �p
<br />•J .` •J••. "., NR NR NR NR U� (n
<br />8F3 OB T '•, 15' 4" (184") PRESTRESSED N.R. NR 2058 2320 2513 / / _ � = Z Q Q F- O H
<br />2 /1 8F32 1B/1T = , • - 412 710 O �_ v O - o
<br />© O • = • = = 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR TO MASONRY CONNECTION DETAIL E ° z o _ w o 0
<br />-•J ••• .•J •.• ••J •. �, F-•Y(nU�(n(n❑❑ LL O ¢ 0-(nU Z
<br />.. , , ,, •. , •' 300 548 1609 1849 2047
<br />19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR _% SCALE: N.T.S.
<br />•' •I ` 235 420 1282 1515 1716 `
<br />' •'• :J - • •,•• • •' O O 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR
<br />•�'• • ` '' '•' ' -'• ' • ' -•' ' 8F28 16/1T 180 340 1114 1359 1468
<br />.. , • . • J • •, , '• •: , ',,' ' •: , 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR '^
<br />165 315 1047 1285 1399 #5 REINF. W
<br />• : " ` 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR BAR
<br />• •, W
<br />•, •• • 129 250 884 1092 1222
<br />,
<br />Vi
<br />,
<br />•J O O
<br />- ":O, 8" PRECAST &PRESTRESSED U-LINTELS
<br />8F40 0B/1T 8RF40 OB 1TEn
<br />O O
<br />Z
<br />P
<br />R
<br />ERA
<br />LINTEL BEAM:
<br />UPLIFT LAT 10"
<br />8F441B 1T-
<br />/ �� NON SHEARWALL SEGMENT ❑
<br />1 COURSE LINTEL
<br />• 8F81T 8F12-1T 8F161T 8F201T SF241T 8F281T 8F32-1T REINF. N
<br />,• TYPE
<br />• . sus 81=s BLOCK W/ 1 # 5
<br />- Q LENGTH SFS-2T - F16-2T - 24 T - CM-1 ---------------------Hiiiiiiiiii ❑ J Qi � �
<br />BAR & 3000 PSI
<br />0
<br />----- -----
<br />1972
<br />1293101
<br />� ❑
<br />= 2'-10" (34") PRECAST 1642 2135
<br />GROUT, MIN. 25" # STD. HOOK m
<br />5 S 90 0 > o,
<br />O •, O ";�, TYPICAL SHEARWALL SEGMENT
<br />8F28 OB/1T 3'-6" (42") PRECAST 1025 1024 1830 LAP (ACI 530) F FOR ELEV. 1 O W �Q
<br />O O 951363 94 3547 8 6613 7636
<br />ALL SHEARWALL SEGMENTS SCALE: 1" -1'-0 IYI
<br />TO 8RF30 1B/1T 4'-0" (48") PRECAST 1363 192 3079 485 5740 765 763 1365 CONSIST OF A FILLED a M
<br />O 4'-6" (54") PRECAST 7 1940 2724 4 5077 592 591 1057 CELL EACH END WITHOUT 20" MIN. LAP 9E Q I J m
<br />1207 940 272 4 2 58 AN OPENING BETWEEN. FOR ELEV. 2, 3 Q.
<br />C_ C N r'
<br />5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 411 411 734 `� L ry�
<br />#5 REBAR AT TOP 1632 90 60 4 W
<br />PE DESIGNATION M N 'D Q
<br />TYPE DE I 1 RE
<br />• ( ) Q #3 OR #4 REINFORCING BAR
<br />F=FILLED WITH •a•'•9
<br />5'-10"(70") PRECAST 909 1492 2093 2694 3295 3897 4498 340 339 607 FILLED CELL: 9H Q N Il
<br />GROUT / U -UNFILLED �. 1-1/2" CLEAR 929 1492 2093 2694 3295 3897 4498 FILL BILK. CELLS WITH 3000 P.S.I. FOR ELEV. 4 F. W
<br />R = RECESSED ' ' 6'-6" 835 12 1340 1880 2419 2959 3498 4038 721 483 CONIC' SLAB #3 & #4 LAP SPLICE S_
<br />(78") PRECAST 83 507 GROUT ONE #5 @ LOCATIONS SHOWN 3
<br />UANTITYOF#5 REBA AT br. v 5 1340 1880 2419 2959 3498 4038 OVER 6 MIL V.B. OVER CLEAN N THE FOUNDATION PLAN Q
<br />TTOM OF LINTEL CA ITY • : . 727 23 1021 1634 12 2102 (11 2571 103039 10 3508 9 RMITE TREATED O25" MIN. LAP
<br />_ - • '< 7'-6" (90") PRECAST 424 534 357 COMPACT. TE AND FLOOR PLAN.
<br />727 1166 1634 2102 2571 3039 3508 Z
<br />era:• •r.; C.M.U. EARTH FILL REINFORCED WITH MIN. LAP 25" (ACI 530
<br />9'4" (112") PRECAST 591 680 1133 (15 1471 15 1811 15 2152 16 2494 15 326 512 227 6x6 W1.4xW1.4 WWF )
<br />Q
<br />591 851 1326 1705 2084 2463 2842 #5 REINFORCING BAR E MIN.
<br />i TOP SLAB
<br />15 15 15 _ _ z 15 15
<br />530 552 914 ( 1185 ( 1458 1732 2007
<br />O
<br />284 401 17s #5 LAP SPLICE r:
<br />e a 10'-6"(126")PRECAST 1526 1865 2204 2544
<br />8 F161 B 1T o
<br />J 4•
<br />530 686 1183
<br />9
<br />ROUT 474 485 798 (15 1034 (15 1272 (15 1510 15 1749 15 36 MIN. LAP
<br />.4r 11'-4"(136") PRECAST 260 452 152
<br />� m 494 599 1028 1422 1738 2053 2369 � ro� NOTE:
<br />NOMINAL' a- -
<br />Jd 470 9 441 723 (14 936 (14 1151 (15 1366 15 1582 15 SECTION BETWEEN DOWN RODS
<br />WIDTH 12'-0" (144") PRECAST 244 402 135
<br />NOMINAL HEIG QUANTITY OFIS ,a,%- 5 REBAR AT BOTTO 470 543 928 1349 1649 1948 2247 ARE CONSIDERED SHEARWALLS #6 REINFORCING BAR ❑
<br />REBAR AT TOP OF LINTEL CAVITY
<br />0 13'-4"(160") PRECAST 418 15 373 606 14 783 (14 962 (14 1141 14 1321 14 217 324 109 UNLESS OPENINGS ARE BETWEEN Z w
<br />428 455 770 1145 1444 1718 1993 THEM. #6 LAP SPLICE LINTEL FLAN � _ ; ❑
<br />BOTTOM REINLINTEL 384(15 346 559 (14 723 (14 887 (14 1052 14 1218 14 205 293 98 N.T.S. o zo cn = >
<br />7-5/8"ACTUAL VARIESjD IN LINTEL 14'-0"(168") PRECAST 410 420 709 1050 1434 (8) 1694 8 1954 7 Z 0 -
<br />8" NOMINAL WIDT (
<br />14'-8"(176")PRESTRESSEp 239 323 519 (13 671 (13 823 (13 976 (14 1129 (14 N.R. 284 89 r2� TYP. SHEARWALL SECTIONMATERIALS 246 390 655 626 1767 (8) 1625 (11 1874 (11)5 REBAR SPLICE DETAIL �"¢�o
<br />15'4"(184")PRESTRESSED 224 302 485 (13 626 (13 767 (13 909 1052 (13) N.R. 259 82 10' O" T.O.L. z 0 ❑ ❑ o
<br />1.f c precast lintels = 3500 psi. 230 364 609 897 1224 (8) 1562 (14 1801 (14) SCALE: N.T.S. o W �"
<br />2.f'c prestressed lintels = 6000 51. 187 255 404 (12) 520 637 754 872 (12 S_2 SCALE: N.T.S. :' ' ' 0, ❑ � ¢ z
<br />p p 17'-4" (208") PRESTRESSED ) N.R. 194 63 ❑ � W w
<br />3. grouted per ASTM C476 f g = 3000 psi w/ 192 303 500 732 993 (8) 1268 (14 1470 (14) LU
<br />o
<br />19' 4" (232") PRESTRESSED 162 222 347 (11) 446 546 (12 646 (12 746 (12) 51 - ° . ° I ° a ° ° ° ''- ° a ° ° a ° ° J ° °- ° J ° = N Z
<br />maximum 3/8" aggregate and 8 to 11 slump. N.R. 148 - ¢ ¢ U
<br />4. Concrete masonry units (CMU) per ASTM C90 w/ 142 198 424 393 480 (8) 1057 (14 1654 (14
<br />minimum net area compressive strength = 1900 psi. 21' 4" (25s"} PRESTRESSED 142 198 306 11 393 11 480 11 567 654 (11 N.R. 125
<br />p g p 7 42 PRECAST "U" LINTEL W 1 #5 CONT. IN
<br />5. Rebar per ASTM A615 Grade 142 230 369 531 713 O 903 13 1046 (13 /
<br />g, Prestressing strand per ASTM6A416 rode zz'-0° (zs4°) PRESTRESSED 137 192 295 378 11 461 545 (11 629 (11) N.R. 116 39 3000 PSI CONIC. @ OPNGS. 6'-0" &OVER.
<br />g p g 137 221 354 5os 681 (7) 861 (13 997 PRECAST "U" LINTEL ALL OPENINGS
<br />270 low relaxation.
<br />24'0" (288") PRESTRESSED 124 175 267 341 10 416 (10 491 10 566 10 33 UNDER 6'-0".
<br />7.7/32 wire per ASTM A510. 124 200 316 450 600 (7) 756 (12 875 (13 N.R. 91 HURRICANE° ° LO
<br />8. Mortar per ASTIVI C270 type M or S. ANCHORS SPLICES 25 MIN. 10„ ; ° , LINTEL COURSE' :; .,•',, , ,a'°: g-0" A.F.F. N 1
<br />TYP. LAP (ACI 530) STD. 90 HOOK = � z
<br />8" PRECAST W/ 2" RECESS DOOR U-LINTELS ( ) HOOK
<br />-, �-r� 8'-0" B.O.L. °�_,__,_�_
<br />TYP. BOND BEAM
<br />GENERAL INSTALLATION NOTES GRAVITY ° °' '' = =' _ " " '• DOOR OPENING
<br />°••!, 'Ta, T'., ,�,- T T° T°, a T°� 4 ° "'R', $ X $ X 16 K.O. Q
<br />1. Provide full mortar head and bed joints. TYPE 8RF6-OB 8RF10-OB 8RF14-08 8RF18-OB 8RF22-OB 8RF26-OB sRF30OB :' _ : LINTEL BLOCK ° d° W i j
<br />2. Shore filled lintels as required. LENGTH 8RU6 8RF6-1B 8RF10-1B 8RF14-1B 8RF18-1B 8RF22-1B 8RF26-1B 8RF30-1B - FILL W/3000 P.S.I. O
<br />3. Installation of lintel must comply with the architectural and/or structural drawings. 1749 3355 3280 4349 5421 6493 7567 °' '' °'° °' ''' °' °' °' LO °
<br />4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate 4'-4" (52") PRECAST 1635 - - - N CONC. W/1 #5 DIA.
<br />vertical cell reinforcing and grouting. 1891 3699 5206 6639 8060 9479 10893 REBAR MIN. LAP 25"
<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
<br />longer with a nominal height of 8" meet or exceed L/180. 1756 3699 5206 6639 8060 9479 1oss3 (ACI 530) M
<br />6. Bottom field added rebar to be located at the bottom of the lintel cavity. 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 ♦ "
<br />7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 1167 2481 4567 6389 8060 (34) 7917 19 9311 (19) Ll
<br />�9E LINTELS AT ENTRY DOOR W/RAISED ENTRY LU
<br />C)
<br />i°, ° '
<br />5'-10" (70") PRECAST 859 1653 1600 2124 2649 3174 3700 REBAR BOTH SIDES FO N ;
<br />8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete 810 W
<br />masonry units. y p 1113 2342 4242 6639 10 8060(39) 7402 (19) 8706 (19) - STD. 90 DEGREE %�
<br />SCALE: N.T.S. �/ / 0
<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 OPENINGS 6'-0" OR MOR _° °°e ANGLE 3000 P.S.I. �-2 O Q (� z w z
<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 CONC. W/1 #5 DIA. J
<br />11. The exterior surface of lintels installed in exterior concrete masonry walls shall have 7 6" (90") PRECAST 755 1490 2459 3776 5743 7239 5623 REBAR MIN. LAP 25" O Z_ w
<br />a coating of stucco applied in accordance with ASTM C-926 or other approved 669 755 1490 2459 3776 5743 8998 (19) 10893 (48) °= (ACI 530) J ~ p Z p
<br />coating. 9' 8" (116")PRECAST 411 466 999 1568 2253 3129 4091 3146
<br />12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) 526 999 1568 2253 3129 4150 5891(47) e ° CN O U OU Q
<br />loads shoud be checked for combine loading with the following equation: INDICATES FILLED 10'-0 T.O.L. Z O Z p
<br />Applied vertical load Applied horizontal load CELL FROM FTG. TO w Op p
<br />+ 1.0 BEAM WITH 1 #57 1 :�: 7 I- J
<br />Safe vertical load Safe horizontal load - 8" PRECAST W/ 2" RECESS DOOR U LINTELS BAR MIN. LAP 25" ° , ° , : , • ° , ` ° , ° • , • ° , • ° , ° ° , • , , Z � LU a- E w
<br />SAFE LOAD TABLE NOTES (ACI 530) �/ 1 _ Ld LLJ
<br />�
<br />UPLIFT LATERAL ° L1J
<br />1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled 8" X 8" X 16" • I..LJ Q H F- w
<br />8RF6-1T 8RF181T 8RF221T 8RF261T SRF30-1T REINF. _ C.M.U. ° LINTEL COURS w �' J O t' U
<br />lintels must be reduced by 20% if bearing length is less than 6-1/2". TYPE SRU6 8RF6 ' • ° • ° ' • ' ° ' ' °'
<br />LENGTH 8RF6-2T 8RF18-2T 8RF22-2T 8RF26-2T 8RF30-2T CMU* �° O a
<br />Safe loads for all recessed lintels based on 8" nominal bearing. � O }
<br />2. N.R. =Not Rated. 4' 4" (52") PRECAST 905 2635 4409 5296 6183 758 757 1365
<br />8',8'; B.O.L. Q Q ¢ _o
<br />905 2635 3522 4409 5296 6183 ' n Z O - U
<br />3. Safe loads are total superimposed allowable load on the section specified. 4' 6" (54") PRECAST 867 2525 4224 5074 5924 TYP. DOWEL 25" �1' Z � w
<br />4. Safe loads based on grade 40 or grade 60 field rebar. 867 2525 3374 4224 5074 5924 694 693 1249 _ - - - 8 - A. F_F_
<br />675 1960 2618 3277 3935 4594 '_ ��°_ MIN. LAP (ACI 530) [...� rn Q N O IL ¢ z
<br />5' 8" (68") PRECAST -•- �/' O
<br />5. Additional lateral load capacity can be obtained by the designer by providing 408 407 734 "1 ,�, ,
<br />addional reinforced masonry above the precast lintel. 675 1960 2618 3277 3935 4594 0 _
<br />6. One #7 rebar may be substituted for two #5 rebars in 8" lintels only. 5'-10" (70") PRECAST 675 1900 3176 3815 4453 382 381 687
<br />7. The designer may evaluate concentrated loads from the safe load tables by 655 >- UJ
<br />1900 2538 3176 3815 4453 °F -U L DOOR OPENING
<br />calculating the maximum resisting moment and shear at d-away from the face of support. 6'-8" (80") PRECAST 570 1651 2204 2758 3312 3865
<br />595 788 510 °�° °�' °a°LJL�
<br />°�° °�° °�' °�° J• ,a: °�: ,a: ,�: •: ,�.:IV•�,: ,� SHEET NO. a
<br />o- 8. For composite lintel heights not shown, use safe load from next lower height. 570 1651 2204 2758 3312 3865 O
<br />9. For lintel lengths not shown, use safe load from the next longest length shown. 7'-6" (90") PRECAST 506 1462 8 1952 7 2442 (6) 2931 6 3257 509 674 393 O S-2
<br />w10. All safe loads in units of pounds per linear foot. 967 1462 1952 2442 2931 3421 SEE FOUNDATION PLAN
<br />11. All safe loads based on simply support span. 9'-8" (116") PRECAST 395 491 931 12 1301 (15 1640 15 1980 15 2322 (16 SEE FOOTING DETAIL :
<br />12. The number in the parenthesis indicates the percent reduction for grade 40 395 589 1135 1514 1893 2272 2652 370 490 227 TYP, MONO. FTG. FOR LOCATIONS
<br />field added rebar. (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR
<br />O
<br />OF �
<br />�9HLINTELS AT ENTRY DOOR W/RAISED ENTRY z CN 25 M
<br />Example: 7'-6" lintel Type 8f32-1B safe gravity load = 6472 (15) GR40 FIELD ADDED REBAR. SEE NOTE N0. 4
<br />w/15% reduction = > 6472 (.85) = 5501 plf1 ■ 1 O
<br />ri�� BLOCK WALL/REINFORCEMENT �-2 SCALE: N.T.S. \W L.�. LAST PLOT DATE N
<br />SCALE: N.T.S. / March 02, 2005
<br />�-2 z O
<br />- -I DETAILS
<br />1 Y •
<br />I1
<br />--
<br />1� �rTT r ii - - � - ,�. .,�..��� iT.. �._ii7 �.-.Il�Tit�i"tT.ld sl ;a.11 .��. i:.�� ,. �.. I�. Ti.��l I- -�
<br />
|