|
6AFE LOAD T,45LE6
<br />FOR GRAvITY, UPLIFT 4 LATERAL LOAC>5
<br />8' FRECA6T 4 FIRE5TRE55ED U-LINTEL5
<br />(�'z
<br />RA V I T'T'
<br />LENGTH TYPE
<br />&U,5
<br />.
<br />-
<br />-
<br />-16 JBFI&
<br />-IS
<br />-115
<br />2'-10'(34') PRECAST
<br />2302
<br />3166
<br />4413 1
<br />603t
<br />1526
<br />S004
<br />10412
<br />11536
<br />3lee
<br />4413
<br />003S
<br />1526
<br />W04
<br />10412
<br />IIWr.
<br />3'-(o* (42') PRECAST
<br />2302
<br />3138
<br />3311
<br />468S
<br />6001
<br />1315
<br />8630
<br />SS41
<br />3166
<br />4413
<br />&039
<br />152&
<br />W04
<br />10412
<br />IIWr.
<br />4'-V(45'� PRECAST
<br />202S
<br />2325
<br />24S&
<br />346'1
<br />4438
<br />r:,410
<br />63&4
<br />1358
<br />2646
<br />4413
<br />C�03S
<br />ID26
<br />W04
<br />10412
<br />IIS3r.
<br />4'-(o' (54') PRECAST
<br />Iro5l
<br />Mal
<br />11313
<br />2651
<br />3403
<br />41413
<br />48%,
<br />5644
<br />2110
<br />49>21
<br />6031
<br />ID26
<br />W04
<br />10412
<br />S668
<br />5'-4* (64') PRECAST
<br />1184
<br />1223
<br />IB01
<br />ISOS
<br />2311
<br />2S26
<br />3336
<br />384f.
<br />1665
<br />2"S
<br />5051
<br />r.OS&
<br />5400
<br />6424
<br />1450
<br />PRECAST
<br />e12
<br />IOW
<br />IOSS
<br />1414
<br />IMS
<br />2304
<br />2121
<br />3131
<br />145S
<br />2464
<br />4144
<br />5450
<br />4431
<br />52M
<br />6122
<br />(c'-W(18") PRECAST
<br />a3i
<br />1255
<br />2101
<br />3263
<br />2146
<br />335$
<br />3S-11
<br />4585
<br />1255.
<br />2101
<br />33S&
<br />5260
<br />1134
<br />&SIBS
<br />68W
<br />I'-&' (eO') PRECAST
<br />-liol
<br />1029
<br />Ir.15
<br />2385
<br />ISS4
<br />24B-3
<br />2886
<br />3333
<br />102S
<br />irlE,
<br />2roto
<br />wn
<br />ESs&
<br />6613
<br />5041
<br />V-4' (112') PRECAST
<br />513
<br />632
<br />104S
<br />1461B
<br />1210
<br />14a2
<br />1754
<br />2021
<br />168
<br />1212
<br />to 18
<br />2544
<br />546�
<br />4030
<br />3121
<br />IV-6102ro') PRECAST
<br />45(0
<br />482
<br />W2
<br />1125
<br />This
<br />1122
<br />1328
<br />1535
<br />658
<br />1025
<br />1514
<br />2081
<br />21-14
<br />3130
<br />2404
<br />ll'-4' 036') PRECAST
<br />445
<br />5W
<br />J35
<br />B&5
<br />1854
<br />2355
<br />1-TS3
<br />2015
<br />5se
<br />S35
<br />1365
<br />1954
<br />2441
<br />355
<br />4044
<br />12'-0'(144') PRECAST
<br />414
<br />545
<br />ft4
<br />1254
<br />1681b
<br />20*14
<br />1510
<br />IBIS
<br />r,5s
<br />1 064
<br />1254
<br />16133
<br />2211
<br />2832
<br />35W
<br />V-4"(160') PRECAST
<br />362
<br />421
<br />126
<br />1028
<br />1331
<br />1635
<br />1224
<br />1418
<br />485
<br />149
<br />1016
<br />1438
<br />1855
<br />2343
<br />2WO
<br />14'-O'(IroV) PRECAST
<br />338
<br />381
<br />648
<br />IB19
<br />11w
<br />1462
<br />108-1
<br />1260
<br />25
<br />-7-
<br />00
<br />1003
<br />133r
<br />2
<br />1114
<br />2153
<br />2669,
<br />PRESTRESSED
<br />N.R.
<br />MR
<br />MR
<br />MR
<br />MR
<br />MR
<br />MR
<br />MR
<br />- ZS
<br />7r. -5
<br />1310
<br />204S
<br />2610
<br />�185
<br />3165
<br />l5'-4'(Io4') PRESTRESSED
<br />N.R.
<br />MR
<br />MR
<br />MR
<br />MR
<br />MR
<br />MR
<br />MR
<br />20
<br />12 '0
<br />070
<br />1955
<br />2310
<br />2eW
<br />3410
<br />1'1'-4' (206') PRESTRESSED
<br />N.I;p
<br />MR
<br />WR
<br />NR
<br />MR
<br />MR
<br />MR -
<br />--MR
<br />-7o-
<br />-73-o
<br />550
<br />1400
<br />ISW
<br />2200
<br />2600
<br />n'-4'(232') PRESTRESSED
<br />N.R.
<br />MR
<br />R
<br />MR
<br />N
<br />MR
<br />R
<br />MR
<br />MR
<br />MR
<br />MR
<br />2402400
<br />,
<br />-irO
<br />IOW
<br />1400
<br />112o
<br />7-3v
<br />2I'-4'(2rpro')PRESTRESSED
<br />N.R.
<br />NR
<br />14R
<br />MR
<br />MR
<br />MR
<br />MR
<br />MR
<br />163
<br />330
<br />610
<br />S40
<br />KINR
<br />1.340
<br />1'180
<br />2110
<br />22'-0'(2ro4') STRESSED
<br />N
<br />MR
<br />MR
<br />MR
<br />MR
<br />MR
<br />Ir.0
<br />300
<br />510
<br />810
<br />1250
<br />1660
<br />I'alo
<br />24'-Ot2S8') PRESTRESSED
<br />MR
<br />MR
<br />MR
<br />MR
<br />MR
<br />MR
<br />14R
<br />130
<br />240
<br />410
<br />1 120
<br />1030
<br />1350=
<br />t-IATERIAL5
<br />L F'c precast lintel& = BE100 Pat.
<br />2. F'C prestressed lintels - roOOO pot.
<br />3. F'c grout - 3000 psi wl maximum 3113' aggregate.
<br />4. Concrete masonry units (CMU) per A6TM CW w/
<br />Minimum not area compressive strength - IWO psi,
<br />5. F-1--bar provided in precast lintel per ASTM A&IS, GIR1100.
<br />Field rebar per ASTM A615 GR40 or GR60.
<br />ro. Prestressing strand per ASTM A41ro grade
<br />2-10 low relaxation.
<br />1. -1/32 wire per ASTM A510.
<br />&. Mortar per ASTM C210 type M or S.
<br />8' FREC,45T 4 FDRE5TRESSED U-UNTELS
<br />*MT.4coomm
<br />UFL
<br />IFT
<br />LATERAL
<br />LENGTI-4 YPE
<br />-
<br />aP& 21
<br />�F12-2T
<br />"'-IT
<br />16-2T
<br />" -2T
<br />TF�-IT
<br />3F20-2
<br />1
<br />OF26-2T
<br />8F32-2T
<br />Bus
<br />8F8
<br />2'-10'(34') PRECAST
<br />2121
<br />28-18
<br />4101
<br />4101
<br />5B32
<br />loll
<br />W55
<br />2021
<br />2121
<br />2184
<br />3 1
<br />k
<br />51SO
<br />4 "l
<br />Ir.3a.
<br />Seal
<br />.3'-&' (42') PRECAST
<br />2165
<br />228S
<br />3260
<br />4231
<br />'211;
<br />6204
<br />IIS2
<br />1251
<br />1251 1
<br />21&rp
<br />2215
<br />319,5
<br />3
<br />4125
<br />50�al
<br />60(11
<br />1036
<br />4'-0' (48') PRECAST
<br />Is'
<br />2832
<br />3600
<br />4532
<br />538-1
<br />6245
<br />Wa
<br />We
<br />1
<br />j"
<br />S-IS
<br />IS25
<br />2150
<br />3563
<br />4422 15264
<br />4412
<br />1
<br />6110
<br />4'-ro'(54*) PRECAST
<br />Ir,&0
<br />1162
<br />1250-1
<br />3251
<br />40NIC 1
<br />4161 1
<br />5525
<br />121
<br />1660
<br />110F,
<br />243r,
<br />3111
<br />3SI3 14,58
<br />15406,
<br />-- -
<br />121
<br />r7'-4' (64')PRECAST
<br />13S3-
<br />14S4
<br />2110
<br />2141
<br />3315
<br />4010
<br />r 4
<br />4r.48
<br />1353
<br />1431
<br />2050
<br />2610
<br />32W
<br />3c320
<br />4
<br />45415
<br />PRECAST
<br />1212-
<br />1351
<br />IS30
<br />2505
<br />3094
<br />3665
<br />4
<br />4241
<br />4
<br />418
<br />418
<br />1212
<br />1315
<br />1815
<br />2441
<br />3010
<br />'o
<br />3583
<br />4151
<br />4'5
<br />PRECAST
<br />1141-
<br />1200
<br />1133
<br />2250
<br />216S
<br />32-BO
<br />3612
<br />36'2
<br />'101
<br />1141
<br />1182
<br />1664
<br />21S2
<br />2103
<br />321&
<br />3132
<br />"'2
<br />I'-9>` (1BO')PRECA6T
<br />S"'
<br />'312
<br />1415
<br />11314
<br />2354
<br />2121
<br />3240
<br />�2.'-V
<br />SW
<br />19>23
<br />1466
<br />lWl
<br />23N
<br />21SI
<br />3245
<br />_'24'
<br />531
<br />V-4' (112') PRECAST
<br />W"
<br />r'12
<br />9W
<br />12613
<br />560
<br />1852
<br />2144
<br />2144
<br />454
<br />&3o
<br />Sol
<br />15S
<br />IIS2
<br />550
<br />ISIO
<br />2211
<br />_'4
<br />29,34
<br />PRECAST
<br />116-
<br />4W_
<br />IW
<br />1021
<br />1290
<br />145&
<br />M31
<br />3S&
<br />4W
<br />11r.
<br />611
<br />103S
<br />I-Ses
<br />lill
<br />2034
<br />2355
<br />11'-W (136') PRECAST
<br />6(or.,
<br />435
<br />&S&
<br />6SIB
<br />1104
<br />1301b
<br />1515
<br />3r03
<br />55&
<br />r. 9, (,
<br />F,35
<br />wk
<br />12,35
<br />15%5
<br />ISS&
<br />21,38
<br />12'-0'(144') PRECAST
<br />9>01*
<br />40KO
<br />6.31
<br />at(.
<br />109>1
<br />1 1186
<br />13-12
<br />340.4S4
<br />r.31
<br />406
<br />ele
<br />120S
<br />1514
<br />IISS
<br />=0
<br />13'-4'(I(vO')PRECA5T
<br />1500-
<br />340
<br />532
<br />69V6
<br />841
<br />S-3-1
<br />IS3
<br />302
<br />na
<br />513
<br />40S
<br />682
<br />1004
<br />139,71
<br />1631
<br />1851
<br />PRECAST
<br />458*
<br />31r.
<br />4W
<br />635
<br />118
<br />S22
<br />1065
<br />286
<br />3roo
<br />548
<br />Xle
<br />62S
<br />S22
<br />1254
<br />15 61
<br />1819,
<br />14'-b'(116') PRESTRESSED
<br />243
<br />2W
<br />45S
<br />EISI
<br />124
<br />851
<br />SW
<br />N'R'
<br />243
<br />352
<br />582
<br />852
<br />llr,.b
<br />14SI
<br />11-42
<br />150-4'094') PRESTFiESSEr,>
<br />22S
<br />2-78
<br />430
<br />553
<br />611
<br />Sol
<br />S25
<br />NR_
<br />321
<br />128
<br />321b
<br />542
<br />1SI
<br />1012
<br />;a-,
<br />-1&I&
<br />]1'-4' (208')PRESTRIESSED
<br />'as
<br />2-.6
<br />361
<br />464
<br />59,1
<br />610
<br />114
<br />N.R.
<br />lee
<br />216
<br />44S
<br />6413
<br />814
<br />1121
<br />7'-',
<br />IV-4' (232') PRESTRESSED
<br />*5
<br />201
<br />313
<br />401
<br />4W
<br />516
<br />rpr.1
<br />N.R.
<br />204
<br />165
<br />231B
<br />383
<br />550
<br />13r.
<br />S40
<br />1160
<br />(25(.')PRE5TRESSED
<br />145
<br />IS&
<br />218
<br />356
<br />433
<br />512
<br />5W
<br />N.R.
<br />112
<br />212
<br />336
<br />41-1
<br />&35
<br />W-7
<br />-
<br />SW
<br />_142
<br />22'-O'(264')PRESTRESSIED
<br />140
<br />ISO
<br />266
<br />343
<br />418
<br />4W
<br />565
<br />-
<br />13-1
<br />205
<br />322
<br />�51
<br />"01
<br />"1'
<br />S41
<br />24'-0'r2SS') PRESTRESSED
<br />*5
<br />144
<br />3.
<br />1 T.7
<br />74-1
<br />5 15
<br />_71221 1
<br />196
<br />2W
<br />408
<br />1 539
<br />1 6SO
<br />S33
<br />rzENEIRAL NOTE5
<br />-REDUCE VALUE BY 25% FOR GRADE 40 FIELD RE15AR
<br />8' FIRECAST W1 2' RECE55 DOOR U-LINTEL5
<br />GRAVITT'
<br />LENGTH TYPE
<br />OW14-
<br />6-0e
<br />OW22-
<br />SW26-0e
<br />OW30-OB
<br />BRU
<br />OW14-15
<br />MWIS-115
<br />OW22-IB
<br />SRF26-113
<br />OW30-IB,
<br />4'-4" (52') PRECAST
<br />148
<br />ISSI
<br />1821
<br />3053
<br />3412
<br />2W2
<br />4W2
<br />3%54
<br />6412
<br />4WS
<br />IS41
<br />5W4
<br />13416
<br />&OW
<br />10818
<br />4'-ro' (54') PRI -CAST
<br />144S
<br />2-IS2
<br />2114
<br />3600
<br />4481
<br />5315
<br />6264
<br />1102
<br />3412
<br />4W2
<br />64-12
<br />11341
<br />13414.
<br />0ale
<br />5'-8' (68')PRECA51'
<br />832
<br />1602
<br />1550
<br />2058
<br />2566
<br />3015
<br />.1585
<br />153
<br />2162
<br />4014
<br />6412
<br />6516
<br />5614
<br />1 663S
<br />5'-IO'(l0')PRECA5T
<br />135.-7-37-r
<br />Ilt
<br />1 1500
<br />144B
<br />IS24
<br />2400
<br />2616
<br />3352
<br />2 -or, I
<br />-3all
<br />64-12
<br />651r.
<br />5450
<br />6411
<br />io'-V (80')PRECAST
<br />112
<br />Wl
<br />troll
<br />21B33
<br />25,16
<br />3223
<br />38-12
<br />4522
<br />-q1-
<br />1611
<br />2S33
<br />4"
<br />6130
<br />ani
<br />( loi
<br />1'-6* (W')PRECA5T
<br />'161
<br />1311
<br />2252
<br />ISSO
<br />2451
<br />2544
<br />343S
<br />665
<br />1&4
<br />1311
<br />232S
<br />360S
<br />54S2
<br />bia,24
<br />5132
<br />V-V 01W) PRECAST
<br />vil
<br />420
<br />$34
<br />1253
<br />1011
<br />1342
<br />1614
<br />We&
<br />535
<br />;2;
<br />[ i7S_1r
<br />_211S
<br />-7677FFF��
<br />V PRECAST W1 2' RECESS DOOR U-LINTELS
<br />4^"_4fflM
<br />UFL
<br />FT
<br />LATERAL
<br />LEN(STI-4 TYPE
<br />Sf*6�7
<br />ORPIO-IT
<br />NW14-IT
<br />SWIS-rr
<br />80:22-IT
<br />DOW26-IT
<br />8W30-TT
<br />ORF6-2T
<br />SWIV-2T
<br />81W!4�2T
<br />SWO-2T
<br />OW22-1-1
<br />SIRR2.71
<br />30-21
<br />4'-4' (52") PRECAST
<br />1244
<br />1513
<br />2413
<br />3260
<br />4112
<br />4S&'I
<br />5625
<br />532
<br />1244
<br />151S
<br />23B5
<br />3110
<br />400S
<br />4850
<br />5&S6
<br />IB32
<br />4'-ro' (EW) PRECAST
<br />IIS2
<br />1501
<br />2311
<br />3121
<br />3S31
<br />41Br.
<br />5511
<br />S53
<br />IIS2
<br />1455
<br />2240
<br />30-1&
<br />3831
<br />4643
<br />5453 '
<br />853
<br />51-81 (651)FIRECAST
<br />-324-
<br />1112
<br />IIS5
<br />2423
<br />3055
<br />3e,80
<br />4325
<br />501
<br />S24
<br />1132
<br />1 1-141
<br />235-1
<br />213-16
<br />3r,03
<br />42-30
<br />501
<br />rp'- 10'(10') PRECAST
<br />8136.
<br />1130
<br />1142
<br />2352
<br />2%65
<br />3551
<br />41W
<br />411
<br />61B&
<br />10SIB
<br />16W
<br />226e
<br />28131
<br />34S-1
<br />-Z1V-(
<br />41,11
<br />Ila
<br />SS2
<br />1513
<br />29>42
<br />2513
<br />3101
<br />3&42
<br />lie
<br />95r.
<br />d1468
<br />isal
<br />25M
<br />3035
<br />3563
<br />'1'-6* (50")PRECAST
<br />9188
<br />rbsl
<br />1325
<br />1810
<br />22W
<br />2-153
<br />3221
<br />110
<br />S41
<br />&W
<br />8415
<br />I ,
<br />1302
<br />1162
<br />2225
<br />26W
<br />3151
<br />V-15' Clio') PRECAST
<br />533'
<br />5
<br />i5_2
<br />We
<br />W0085
<br />1123
<br />1413
<br />1104
<br />99�
<br />614
<br />517
<br />1 -21
<br />1 1
<br />1 1365
<br />1128
<br />208S
<br />:1450
<br />Sir.
<br />TYPE DE61r_3N,4T10N
<br />-REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR
<br />M�m
<br />1
<br />HE
<br />0
<br />F - FILLED WITH GROUT / U - UNFILLED M
<br />QUANTITY OF 05 REBAR AT
<br />50TTOM Or LINTEL CAVITY
<br />c5f=](o - 15/1T
<br />NOMINAL WIDT _j L QUANTITY OF *5
<br />NOMINAL 1!J4EIGWJ REIBAR AT TOP
<br />a. MOM
<br />SAFE L0,41D TABLE NOTE&
<br />1, Provide full mortar head and i::>eci joints.
<br />2. Shore filled lintals as required.
<br />3, Installation of lintel must Comply with the architectural andlor structural drawIngb.
<br />4. Lintels are manufactured with 5-1/2' long notches at the ends to accommodate
<br />vertical cell reinforcing and grouting.
<br />5, All lintel& meet or exceed L1360 vertical deflection, except lintel& 1'1'-4' and
<br />longer with a nominal height of 8' meet or exceed L1180.
<br />ro. Bottom field added rebar to be located at the bottom of the lintel cavity.
<br />1, -1/32' diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
<br />a. Cast -In -place concrete may be provided in composite lintel In lieu of concrete masonry units.
<br />S. Safe load ratings based on rational design analysis per Art 318, and ACI 530
<br />/6'ACTUALI
<br />INAL WIDTH
<br />-'S IREBAR AT TOP
<br />MIN. (1) REQ'D
<br />1-1/2' CLEAR
<br />CM.U,
<br />5 RESAIR AT BOTTOM
<br />Or LINTEL CAVITY
<br />BOTTOM REINFORCIW3
<br />PROVIDED IN LINTEL
<br />(VARIES)
<br />1. All values based on minimum 4' bearing. Exception: Safe loads For unfilled
<br />lintel& must be reduced by 20% if bearing length is less than 6-112',
<br />Safe loaclb for all recessed lintels based on 6' nominal t)earing.
<br />2. KIR. - Not Rated.
<br />3. Safe loads are total superimposed allowable load on the section specified.
<br />4. Safe loads based on grade 40 or grade 60 field rebar.
<br />5, Additional lateral load capacity can be obtained by the designer by providing
<br />addlonal reinforced masonry above the precast linteL
<br />0. One r rebar may be substituted for two 05 rebars In 8' lintels only.
<br />1. The designer may evaluate concentrated loads From the safe load tables by
<br />calculating the maximum resisting moment and sh-ear at d-awag From the face of support.
<br />0, For composite lintel heights not shown, use safe load from next lower height.
<br />S, All safe loads In units of pounds per linear toot,
<br />P-A R C N I T E C T 3
<br />6
<br />G r ZDe ign
<br />ous®r..a.
<br />1441 N - RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-
<br />FAX: 407-774-4078
<br />www.abdesigngroup.com
<br />L AA #: 0003325
<br />C,
<br />F-summ a Lwzo
<br />SILVERADO
<br />LOT 32
<br />LOT 6
<br />1PX0n=T#
<br />04128.000-03261
<br />MODSU
<br />4EHI3
<br />"2605-HAYDEN"
<br />GARAGM B'WMG-
<br />RIGHT
<br />3PAGM-
<br />SAFE LOAD
<br />TABLES
<br />150 MPH EXP. B JI
<br />ARCH111rECT.
<br />STATE Or-
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