Florida · 3000psi - Powers Steel & Wire · 2017-10-18 · from top of all lintel designs and in...
Transcript of Florida · 3000psi - Powers Steel & Wire · 2017-10-18 · from top of all lintel designs and in...
888.525.0108 • www.PowersSteel.com/Lintels
L2 Lintel EngineeringPS8 • 16ga.
October 2017
Florida · 3000psi
888.525.0108 • www.PowersSteel.com/Lintels
By:
sw
sP
S8
Lint
els
WIT
HO
UT
STI
RR
UP
S (
L2)
Dat
e:
10/2
017
8" in
ch b
lock
wid
thch
k:
gcs
LIN
TEL
LOA
D T
AB
LE (I
N P
OU
ND
S P
ER
LIN
EA
L FO
OT)
Gra
vity
Loa
d Ta
ble
3000
psi g
rout
--- A
LL L
OA
DS
AR
E SU
PER
IMPO
SED
---
SPA
NPS
8-8"
PS8-
8"PS
8-12
"PS
8-12
"PS
8-16
"PS
8-16
"PS
8-20
"PS
8-20
"PS
8-24
"PS
8-24
"PS
8-32
"PS
8-32
"PS
8-40
"PS
8-40
"PS
8-48
"P
S8-
48"
SPA
N(ft
)#5
top
#5 to
p&bo
t#5
top
#5 to
p&bo
t#5
top
#5 to
p&bo
t#5
top
#5 to
p&bo
t#5
top
#5 to
p&bo
t#5
top
#5 to
p&bo
t#5
top
#5 to
p&bo
t#5
top
#5 to
p&bo
t(ft
)
1'-6
"89
4589
4510
746
1074
61'
-6"
2'-2
"61
7461
7474
1274
1286
5086
502'
-2"
2'-8
"50
0550
0560
0560
0570
0670
0680
0780
072'
-8"
3'-2
"42
0542
0550
4350
4358
8158
8167
2067
2075
5875
5892
3592
353'
-2"
4'-0
"33
1633
1639
7439
7446
3246
3252
9052
9059
4759
4772
6372
634'
-0"
4'-6
"29
4129
4135
2235
2241
0441
0446
8646
8652
6752
6764
3164
314'
-6"
5'-2
"25
5325
5330
5630
5635
5935
5940
6240
6245
6545
6555
7155
715'
-2"
6'-2
"19
5719
5725
4625
4629
6329
6333
8033
8037
9737
9746
3146
3154
6454
646'
-2"
7'-0
"15
0515
0522
3222
3225
9625
9629
6029
6033
2433
2440
5240
5247
8047
807'
-0"
8'-0
"11
3811
3819
4219
4222
5722
5725
7225
7228
8728
8735
1735
1741
4741
4747
7747
778'
-0"
9'-2
"77
777
716
7016
8319
5519
5522
2622
2624
9724
9730
4030
4035
8335
8341
2541
259'
-2"
10'-0
"59
959
913
8914
2417
8217
8220
2820
2822
7522
7527
6727
6732
6032
6037
5337
5310
'-0"
11'-2
"43
043
010
1610
1615
5015
8418
0118
0120
1920
1924
5424
5428
9028
9033
2533
2511
'-2"
12'-0
"34
634
681
981
913
2614
6516
6616
6618
6718
6722
6822
6826
6926
6930
7030
7012
'-0"
12'-8
"29
529
569
669
611
7813
8215
2515
7117
5917
5921
3621
3625
1425
1428
9128
9112
'-8"
13'-4
"25
325
359
759
710
5213
0713
6214
8516
6316
6320
1820
1823
7423
7427
2927
2913
'-4"
14'-0
"21
821
851
651
694
311
7912
2214
0715
0015
7519
1119
1122
4722
4725
8325
8314
'-0"
16'-0
"34
534
569
587
590
111
5711
0813
5715
2116
4419
3019
3022
1722
1716
'-0"
18'-0
"24
324
352
466
768
188
483
911
0011
5414
3514
6916
8417
8319
3318
'-0"
18'-8
"47
961
262
381
176
810
1110
5713
7613
4616
1416
3418
5218
'-8"
20'-8
"36
947
848
263
559
479
382
011
0810
4514
2312
7016
4020
'-8"
22'-8
"28
737
737
650
346
563
064
388
282
111
3599
813
8822
'-8"
24'-0
"24
833
832
456
340
170
555
399
170
612
7785
913
6424
'-0"
26'-0
"25
545
831
657
543
881
155
910
4668
112
3326
'-0"
Not
e: A
ll lin
tels
gre
ater
than
22'
-8" i
n le
ngth
will
requ
ire (2
)-#5
bar
s to
p or
(2)-
#5 b
ars
top&
bott.
0" -
22'-8
">
22'-8
"
888.525.0108 • www.PowersSteel.com/Lintels
By:
sw
sP
S8
Lint
els
WIT
HO
UT
STI
RR
UP
S (
L2)
Dat
e:
10/2
017
8" in
ch b
lock
wid
thch
k:
gcs
LIN
TEL
LOA
D T
AB
LE (I
N P
OU
ND
S P
ER
LIN
EA
L FO
OT)
Gra
vity
Loa
d Ta
ble
3000
psi g
rout
--- A
LL L
OA
DS
AR
E SU
PER
IMPO
SED
---
SPA
NPS
8-8"
PS8-
8"PS
8-12
"PS
8-12
"PS
8-16
"PS
8-16
"PS
8-20
"PS
8-20
"PS
8-24
"PS
8-24
"PS
8-32
"PS
8-32
"PS
8-40
"PS
8-40
"PS
8-48
"PS
8-48
"S
PAN
(ft)
#5 to
p#5
top&
bot
#5 to
p#5
top&
bot
#5 to
p#5
top&
bot
#5 to
p#5
top&
bot
#5 to
p#5
top&
bot
#5 to
p#5
top&
bot
#5 to
p#5
top&
bot
#5 to
p#5
top&
bot
(ft)
lson
6428
'-0"
200
375
248
472
346
667
443
863
540
1058
28'-0
"30
'-0"
155
308
194
389
271
552
349
715
426
877
30'-0
"32
'-0"
211
457
272
594
333
730
32'-0
"
34'-0
"20
849
325
660
834
'-0"
36'-0
"19
250
536
'-0"
38'-0
"38
'-0"
40'-0
"40
'-0"
Not
e: A
ll lin
tels
gre
ater
than
22'
-8" i
n le
ngth
will
requ
ire (2
)-#5
bar
s to
p or
(2)-
#5 b
ars
top&
bott.
888.525.0108 • www.PowersSteel.com/Lintels
888.525.0108 • www.PowersSteel.com/Lintels
NOTES: PS8(L-2) Gravity – 16 Gage 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13.
PRODUCT NAME (PATENT NO. 5465538); PREFORMED POWERS STEEL LINTEL SHALL BE GALVANIZED COIL STEEL AS MANUFACTURED BY POWERS STEEL AND WIRE PRODUCTS, INC. STEEL GRADE SHALL BE ASTM A570 GRADE C (FY = 40 ksi). SHORE LINTELS AS REQUIRED TO COMPENSATE FOR DEAD LOAD DEFLECTION ON NON-CURED MASONRY GROUT. ALL LINTELS GREATER THAN 18'-0" ARE BUILT WITH 1/2" CAMBER. LINTEL TO BE USED WITH BRICK OR CONCRETE MASONRY UNITS HAVING MINIMUM f’m AS SHOWN. STEEL SURFACES IN CONTACT WITH GROUT AND/OR MORTAR SHALL BE UNPAINTED AND FREE OF MATERIAL THAT MIGHT INHIBIT BOND. BEARING EACH END SHALL BE 3" +/- 1/2". BEARING SHALL BE ON A MINIMUM 8" DEEP GROUTED CELL PER THE STANDARD BUILDING CODE. f’m = 1500 psi. MASONRY UNITS SHALL CONFORM TO ASTM C90, GRADE N. GROUT = 3,000 psi. SLUMP RANGE: 8" TO 11". ROD OR VIBRATE GROUT ADEQUATELY TO ENSURE CONSOLIDATION OF GROUT (NO AIR POCKETS). GROUT SHALL COMPLY WITH ASTM C476-83 AND BE EITHER COARSE OR FINE GROUT. MORTAR: TYPE “S” OR TYPE “M” 1800 psi. TOP REINFORCING OR TOP OF WALL REINFORCING, IS REQUIRED BY CODES TO PROVIDE A CONTINUOUS TIE AROUND A STRUCTURE AND TO PROVIDE FOR UPLIFT RESISTANCE AT LINTELS. ATTACHMENTS TO TOP OF WALL PER ARCHITECTURAL AND/OR ENGINEERING DRAWINGS. LIMITATIONS: THE LINTELS SHALL NOT EXCEED THE ALLOWABLE DESIGN LOADS AND SPANS SHOWN IN THIS REPORT. THE LINTELS SHALL NOT BE USED IN A FIRE RESISTANCE RATED ASSEMBLY UNLESS A TEST REPORT DOCUMENTING FIRE RESISTANCE IS SUBMITTED TO THE BUILDING OFFICIAL. A PROPER BARRIER IS REQUIRED WHEN USING CORROSIVE LUMBER PRODUCTS IN CONTACT WITH THE STEEL LINTELS. A PROPER BARRIER WOULD BE A POLYETHYLENE BARRIER WITH A 10 MIL THICKNESS OR TO MAINTAIN A MIN. 1/4" SPACING BETWEEN THE CORROSIVE LUMBER AND STEEL LINTEL. NOT FOR USE IN THE HVHZ IN MIAMI OR BROWARD COUNTIES AT THIS TIME. MIAMI DADE COMPLIANCE IS BEING SOUGHT. DEFLECTION LIMITS ARE SET TO L/600 FOR ALL LOADS SHOWN ABOVE THE DARKENED SOLID LINE. DEFLECTION LIMITS ARE SET TO L/360 [LIVE LOAD] AND L/240 [DEAD + LIVE LOAD] FOR ALL LOADS SHOWN BELOW DARKENED SOLID LINE, EXCEPT 8" COMPOSITE LINTELS WHICH ARE SET TO L/240 [LIVE LOAD] AND L/180 [DEAD + LIVE LOAD]. ALL LOADS SHOWN IN TABLES ARE SUPERIMPOSED LOADS. TABLES ARE DATED 10/2017 AND CLEARLY INDICATE SUPERIMPOSED LOADS
14. 15. 16. 17. 18.
A #5 REINFORCING BAR(S) GRADE 40 IS TO SET APPROX. 1-1/2" FROM TOP OF ALL LINTEL DESIGNS AND IN SOME CASES ON THE BOTTOM OF LINTEL AS SHOWN ON LOAD TABLES. TOP HORIZONTAL REINFORCEMENT IS TO BE A CONTINUOUS TIE AS NOTED IN NOTE #9. IN THE CASE THAT THE LINTEL IS NOT WITHIN A COMPOSITE BOND BEAM SYSTEM, TOP HORIZONTAL REINFORCEMENT IS TO EXTEND 2'-0" PAST INSIDE OF JAMBS. MANUFACTURER: POWERS STEEL
4118 E. ELWOOD PHOENIX, AZ 85040 PH# (602) 437-1160 FAX# (602) 437-5409
TECHNICAL DATA AND ENGINEERING POWERS LINTELS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE FOLLOWING:
+ FLORIDA BUILDING CODE – 2017 (SIXTH EDITION) + NASPEC / AISI LIGHT GAGE COLD FORMED STEEL DESIGN - 2012 + ACI 530-13/ASCE 5-13/TMS 402-13
TECHNICAL ASSISTANCE IS AVAILABLE FROM THE MANUFACTURER ON SPECIAL DESIGN CONCERNS OR LINTEL DEPTHS DIFFERENT THAN THOSE SHOWN IN THE LOAD TABLES. STRUCTURAL ENGINEER FOR THESE LINTELS IS: S.E. CONSULTANTS, INC. 5800 E. THOMAS RD. SUITE 104 SCOTTSDALE, AZ 85251 PHONE (480) 946-2010 FAX (480) 946-1909 IF AN INSPECTOR, CONTRACTOR, SUBCONTRACTOR, OR PLANS EXAMINER HAS ANY TECHNICAL QUESTIONS PLEASE CALL. INSTALLATION: POWERS LINTELS ARE TO BE INSTALLED IN ACCORDANCE WITH STANDARD CONSTRUCTION PRACTICES, SET TO PROPER LINE AND LEVEL, PLUMB AND TRUE, AND IN CORRECT RELATION TO OTHER WORK.
PS8(L-2) STEEL LINTELS
NOTE: NO SCALE 16 GAGE IS .060 INCHES THICK.
888.525.0108 • www.PowersSteel.com/Lintels
By:
sw
sP
S8
Lint
els
WIT
HO
UT
STI
RR
UP
S
(L2)
Dat
e:
10/2
017
8" in
ch b
lock
wid
thch
k:
gcs
LIN
TEL
LOA
D T
AB
LE (I
N P
OU
ND
S P
ER
LIN
EA
L FO
OT)
Late
ral L
oad
Tabl
e30
00ps
i gro
ut---
ALL
LO
AD
S A
RE
SUPE
RIM
POSE
D --
-S
PAN
PS8-
8"PS
8-8"
PS8-
12"
PS8-
12"
PS8-
16"
PS8-
16"
PS8-
20"
PS8-
20"
PS8-
24"
PS8-
24"
PS8-
32"
PS8-
32"
PS8-
40"
PS8-
40"
PS8-
48"
PS
8-48
"S
PAN
(ft)
w/ #
5w
/ #5
w/ #
5w
/ #5
w/ #
5w
/ #5
w/ #
5w
/ #5
(ft)
1'-6
"90
0890
0898
5098
5010
716
1071
61'
-6"
2'-2
"57
6357
6368
1968
1974
1874
1880
2980
2986
4986
4999
0899
082'
-2"
2'-8
"38
0438
0446
2847
3053
7855
2760
7262
7070
2770
2779
1382
5489
9690
8999
9710
140
2'-8
"
3'-2
"26
9826
9832
8233
5438
1439
2043
0644
4647
6649
4056
1158
5363
8066
8870
9074
613'
-2"
4'-0
"16
9117
1620
5721
0223
9024
5726
9927
8629
8730
9635
1736
6939
9841
9144
4346
764'
-0"
4'-6
"13
3613
5616
2516
6118
8919
4121
3222
0223
6024
4627
7928
9931
5933
1235
1136
954'
-6"
5'-2
"10
1310
2912
3312
6014
3314
7216
1816
7017
9018
5621
0821
9923
9725
1226
6328
035'
-2"
6'-2
"71
172
286
588
410
0610
3411
3511
7212
5713
0314
8015
4416
8217
6318
6919
676'
-2"
7'-0
"55
256
067
268
678
180
288
191
097
510
1111
4811
9813
0613
6914
5115
277'
-0"
8'-0
"42
342
951
452
659
861
467
569
774
777
487
991
710
0010
4811
1111
698'
-0"
9'-2
"32
232
739
240
045
546
851
453
156
959
067
069
976
179
884
689
09'
-2"
10'-0
"27
127
532
933
638
239
343
244
647
849
556
358
764
067
171
174
810
'-0"
11'-2
"21
722
026
427
030
731
534
635
838
339
745
147
151
353
857
060
011
'-2"
12'-0
"18
819
122
923
426
627
330
031
033
234
439
140
844
446
649
452
012
'-0"
12'-8
"16
917
120
521
023
824
526
927
829
830
935
136
639
941
844
346
612
'-8"
13'-4
"15
215
418
518
921
522
124
325
126
927
931
733
036
037
740
042
113
'-4"
14'-0
"13
814
016
817
219
520
122
022
724
425
328
729
932
634
236
338
214
'-0"
16'-0
"12
913
114
915
416
917
418
719
422
022
925
026
227
829
216
'-0"
18'-0
"10
210
411
812
113
313
814
815
317
418
119
720
721
923
118
'-0"
18'-8
"11
011
312
412
813
714
216
116
818
419
220
421
518
'-8"
20'-8
"90
9210
110
411
211
613
213
715
015
716
617
520
'-8"
22'-8
"74
7784
8793
9611
011
412
513
113
814
622
'-8"
24'-0
"68
7177
8186
9010
210
811
612
413
014
024
'-0"
26'-0
"66
6973
7787
9299
106
111
119
26'-0
"N
ote:
Abo
ve lo
ads
incl
ude
1/3
incr
ease
for w
ind.
All
linte
ls g
reat
er th
an 2
2'-8
" in
leng
th w
ill re
quire
(2)-
#5 b
ars
top
or (2
)-#5
bar
s to
p&bo
tt.
888.525.0108 • www.PowersSteel.com/Lintels
By:
sw
sP
S8
Lint
els
WIT
HO
UT
STI
RR
UP
S
(L2)
Dat
e:
10/2
017
8" in
ch b
lock
wid
thch
k:
gcs
LIN
TEL
LOA
D T
AB
LE (I
N P
OU
ND
S P
ER
LIN
EA
L FO
OT)
Late
ral L
oad
Tabl
e30
00ps
i gro
ut---
ALL
LO
AD
S A
RE
SUPE
RIM
POSE
D --
-S
PAN
PS8-
8"PS
8-8"
PS8-
12"
PS8-
12"
PS8-
16"
PS8-
16"
PS8-
20"
PS8-
20"
PS8-
24"
PS8-
24"
PS8-
32"
PS8-
32"
PS8-
40"
PS8-
40"
PS8-
48"
PS8-
48"
SPA
N(ft
)w
/ #5
w/ #
5w
/ #5
w/ #
5w
/ #5
w/ #
5w
/ #5
w/ #
5(ft
)
28'-0
"57
5963
6675
7986
9195
103
28'-0
"30
'-0"
5052
5558
6569
7580
8389
30'-0
"32
'-0"
5761
6570
7379
32'-0
"
34'-0
"58
6265
7034
'-0"
36'-0
"58
6236
'-0"
38'-0
"38
'-0"
40'-0
"40
'-0"
Not
e:A
bove
load
s in
clud
e 1/
3 in
crea
se fo
r win
d.A
ll lin
tels
gre
ater
than
22'
-8" i
n le
ngth
will
requ
ire (2
)-#5
bar
s to
p or
(2)-
#5 b
ars
top&
bott.
0" -
22'-8
">
22'-8
"
888.525.0108 • www.PowersSteel.com/Lintels
888.525.0108 • www.PowersSteel.com/Lintels
NOTES: PS8(L-2) Lateral/Uplift – 16 Gage 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13.
PRODUCT NAME (PATENT NO. 5465538); PREFORMED POWERS STEEL LINTEL SHALL BE GALVANIZED COIL STEEL AS MANUFACTURED BY POWERS STEEL AND WIRE PRODUCTS, INC. STEEL GRADE SHALL BE ASTM A570 GRADE C (FY = 40 ksi). SHORE LINTELS AS REQUIRED TO COMPENSATE FOR DEAD LOAD DEFLECTION ON NON-CURED MASONRY GROUT. ALL LINTELS GREATER THAN 18'-0" ARE BUILT WITH 1/2" CAMBER. LINTEL TO BE USED WITH BRICK OR CONCRETE MASONRY UNITS HAVING MINIMUM f’m AS SHOWN. STEEL SURFACES IN CONTACT WITH GROUT AND/OR MORTAR SHALL BE UNPAINTED AND FREE OF MATERIAL THAT MIGHT INHIBIT BOND. BEARING EACH END SHALL BE 3" +/- 1/2". BEARING SHALL BE ON A MINIMUM 8" DEEP GROUTED CELL PER THE STANDARD BUILDING CODE. f’m = 1500 psi. MASONRY UNITS SHALL CONFORM TO ASTM C90, GRADE N. GROUT = 3,000 psi. SLUMP RANGE: 8" TO 11". ROD OR VIBRATE GROUT ADEQUATELY TO ENSURE CONSOLIDATION OF GROUT (NO AIR POCKETS). GROUT SHALL COMPLY WITH ASTM C476-83 AND BE EITHER COARSE OR FINE GROUT. MORTAR: TYPE “S” OR TYPE “M” 1800 psi. TOP REINFORCING OR TOP OF WALL REINFORCING, IS REQUIRED BY CODES TO PROVIDE A CONTINUOUS TIE AROUND A STRUCTURE AND TO PROVIDE FOR UPLIFT RESISTANCE AT LINTELS. ATTACHMENTS TO TOP OF WALL PER ARCHITECTURAL AND/OR ENGINEERING DRAWINGS. LIMITATIONS: THE LINTELS SHALL NOT EXCEED THE ALLOWABLE DESIGN LOADS AND SPANS SHOWN IN THIS REPORT. THE LINTELS SHALL NOT BE USED IN A FIRE RESISTANCE RATED ASSEMBLY UNLESS A TEST REPORT DOCUMENTING FIRE RESISTANCE IS SUBMITTED TO THE BUILDING OFFICIAL. A PROPER BARRIER IS REQUIRED WHEN USING CORROSIVE LUMBER PRODUCTS IN CONTACT WITH THE STEEL LINTELS. A PROPER BARRIER WOULD BE A POLYETHYLENE BARRIER WITH A 10 MIL THICKNESS OR TO MAINTAIN A MIN. 1/4" SPACING BETWEEN THE CORROSIVE LUMBER AND STEEL LINTEL. NOT FOR USE IN THE HVHZ IN MIAMI OR BROWARD COUNTIES AT THIS TIME. MIAMI DADE COMPLIANCE IS BEING SOUGHT. ALLOWABLE LOADS SHOWN IN THE TABLES FOR UPLIFT AND LATERAL LOAD CAPACITY INCLUDE A 1/3 INCREASE FOR WIND OR SEISMIC LOADING WITH NO FURTHER INCREASE ALLOWED. IF COMBINED LOADING CONDITIONS ARE APPLIED TO THE LINTELS FOR SIMULTANEOUS LOADING DIRECTIONS, THE ALLOWABLE LOADS SHOWN IN THE TABLES MUST BE ADJUSTED USING A UNITY EQUATION. ALL LOADS SHOWN IN TABLES ARE SUPERIMPOSED LOADS. TABLES ARE DATED 10/2017 AND CLEARLY INDICATE SUPERIMPOSED LOADS
14. 15. 16. 17. 18.
A #5 REINFORCING BAR(S) GRADE 40 IS TO SET APPROX. 1-1/2" FROM TOP OF ALL LINTEL DESIGNS AND IN SOME CASES ON THE BOTTOM OF LINTEL AS SHOWN ON LOAD TABLES. TOP HORIZONTAL REINFORCEMENT IS TO BE A CONTINUOUS TIE AS NOTED IN NOTE #9. IN THE CASE THAT THE LINTEL IS NOT WITHIN A COMPOSITE BOND BEAM SYSTEM, TOP HORIZONTAL REINFORCEMENT IS TO EXTEND 2'-0" PAST INSIDE OF JAMBS. MANUFACTURER: POWERS STEEL
4118 E. ELWOOD PHOENIX, AZ 85040 PH# (602) 437-1160 FAX# (602) 437-5409
TECHNICAL DATA AND ENGINEERING POWERS LINTELS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE FOLLOWING:
+ FLORIDA BUILDING CODE – 2017 (SIXTH EDITION) + NASPEC / AISI LIGHT GAGE COLD FORMED STEEL DESIGN - 2012 + ACI 530-13/ASCE 5-13/TMS 402-13
TECHNICAL ASSISTANCE IS AVAILABLE FROM THE MANUFACTURER ON SPECIAL DESIGN CONCERNS OR LINTEL DEPTHS DIFFERENT THAN THOSE SHOWN IN THE LOAD TABLES. STRUCTURAL ENGINEER FOR THESE LINTELS IS: S.E. CONSULTANTS, INC. 5800 E. THOMAS RD. SUITE 104 SCOTTSDALE, AZ 85251 PHONE (480) 946-2010 FAX (480) 946-1909 IF AN INSPECTOR, CONTRACTOR, SUBCONTRACTOR, OR PLANS EXAMINER HAS ANY TECHNICAL QUESTIONS PLEASE CALL. INSTALLATION: POWERS LINTELS ARE TO BE INSTALLED IN ACCORDANCE WITH STANDARD CONSTRUCTION PRACTICES, SET TO PROPER LINE AND LEVEL, PLUMB AND TRUE, AND IN CORRECT RELATION TO OTHER WORK.
PS8(L-2) STEEL LINTELS
NOTE: NO SCALE 16 GAGE IS .060 INCHES THICK.
888.525.0108 • www.PowersSteel.com/Lintels
By:
sw
sP
S8
Lint
els
WIT
HO
UT
STI
RR
UP
S
(L2)
Dat
e:
10/2
017
8" in
ch b
lock
wid
thch
k:
gcs
LIN
TEL
LOA
D T
AB
LE (I
N P
OU
ND
S P
ER
LIN
EA
L FO
OT)
Upl
ift L
oad
Tabl
e30
00ps
i gro
ut---
ALL
LO
AD
S A
RE
SUPE
RIM
POSE
D --
-S
PAN
PS8-
8"PS
8-8"
PS8-
12"
PS8-
12"
PS8-
16"
PS8-
16"
PS8-
20"
PS8-
20"
PS8-
24"
PS8-
24"
PS8-
32"
PS8-
32"
PS8-
40"
PS8-
40"
PS8-
48"
PS
8-48
"S
PAN
(ft)
#5 to
p#5
top&
bot
#5 to
p#5
top&
bot
#5 to
p#5
top&
bot
#5 to
p#5
top&
bot
#5 to
p#5
top&
bot
#5 to
p#5
top&
bot
#5 to
p#5
top&
bot
#5 to
p#5
top&
bot
(ft)
1'-6
"10
411
1041
112
358
1235
814
334
1433
41'
-6"
2'-2
"72
1872
1885
7185
7199
4599
4511
330
1133
012
724
1272
42'
-2"
2'-8
"48
3548
3569
7469
7480
9380
9392
2292
2210
358
1035
812
644
1264
42'
-8"
3'-2
"34
3934
3958
8158
8168
2668
2677
7977
7987
3887
3810
669
1066
912
611
1261
114
561
1456
13'
-2"
4'-0
"21
6921
6937
4237
4250
4450
4461
7761
7769
3969
3984
7584
7510
019
1001
911
570
1157
04'
-0"
4'-6
"17
2117
2129
6729
6740
0040
0050
4150
4160
8960
8975
4875
4889
2589
2510
307
1030
74'
-6"
5'-2
"13
1413
1422
6422
6430
5130
5138
4538
4546
4446
4462
5362
5377
9577
9590
0390
035'
-2"
6'-2
"93
393
316
0516
0521
6221
6227
2527
2532
9132
9144
3044
3055
7555
7567
2667
266'
-2"
7'-0
"73
273
212
5712
5716
9416
9421
3421
3425
7725
7734
6834
6843
6543
6552
6552
657'
-0"
8'-0
"56
956
997
597
513
1313
1316
5416
5419
9719
9726
8726
8733
8233
8240
7940
798'
-0"
9'-2
"44
244
275
575
510
1610
1612
8012
8015
4615
4620
7920
7926
1626
1631
5531
559'
-2"
10'-0
"37
737
764
364
386
586
510
8910
8913
1513
1517
6917
6922
2622
2626
8426
8410
'-0"
11'-2
"30
930
952
652
670
770
789
189
110
7510
7514
4614
4618
1818
1821
9321
9311
'-2"
12'-0
"27
327
346
246
262
262
278
378
394
594
512
7012
7015
9715
9719
2619
2612
'-0"
12'-8
"24
824
842
042
056
556
571
171
185
885
811
5411
5414
5114
5117
4917
4912
'-8"
13'-4
"22
822
838
438
451
751
765
065
078
578
510
5510
5513
2613
2615
9915
9913
'-4"
14'-0
"21
021
035
435
447
547
559
859
872
172
196
996
912
1912
1914
6914
6914
'-0"
16'-0
"28
328
338
038
047
847
857
657
677
477
497
397
311
7211
7216
'-0"
18'-0
"23
523
531
531
539
639
647
747
764
064
080
480
496
996
918
'-0"
18'-8
"29
829
837
437
445
145
160
560
576
076
091
591
518
'-8"
20'-8
"25
625
632
132
138
738
751
951
965
165
178
478
420
'-8"
22'-8
"22
422
428
128
133
933
945
445
457
057
068
668
622
'-8"
24'-0
"30
130
141
041
049
749
767
467
485
285
210
3110
3124
'-0"
26'-0
"36
236
243
943
959
559
575
175
190
890
826
'-0"
Not
e:A
bove
load
s in
clud
e 1/
3 in
crea
se fo
r win
d.A
ll lin
tels
gre
ater
than
22'
-8" i
n le
ngth
will
requ
ire (2
)-#5
bar
s to
p or
(2)-
#5 b
ars
top&
bott.
> 22
'-8"
0" -
22'-8
"
888.525.0108 • www.PowersSteel.com/Lintels
By:
sw
sP
S8
Lint
els
WIT
HO
UT
STI
RR
UP
S
(L2)
Dat
e:
10/2
017
8" in
ch b
lock
wid
thch
k:
gcs
LIN
TEL
LOA
D T
AB
LE (I
N P
OU
ND
S P
ER
LIN
EA
L FO
OT)
Upl
ift L
oad
Tabl
e30
00ps
i gro
ut---
ALL
LO
AD
S A
RE
SUPE
RIM
POSE
D --
-S
PAN
PS8-
8"PS
8-8"
PS8-
12"
PS8-
12"
PS8-
16"
PS8-
16"
PS8-
20"
PS8-
20"
PS8-
24"
PS8-
24"
PS8-
32"
PS8-
32"
PS8-
40"
PS8-
40"
PS8-
48"
PS8-
48"
SPA
N(ft
)#5
top
#5 to
p&bo
t#5
top
#5 to
p&bo
t#5
top
#5 to
p&bo
t#5
top
#5 to
p&bo
t#5
top
#5 to
p&bo
t#5
top
#5 to
p&bo
t#5
top
#5 to
p&bo
t#5
top
#5 to
p&bo
t(ft
)
28'-0
"32
432
439
339
353
153
167
167
181
181
128
'-0"
30'-0
"29
329
335
535
548
048
060
660
673
373
330
'-0"
32'-0
"43
943
955
455
466
966
932
'-0"
34'-0
"51
051
061
661
634
'-0"
36'-0
"57
157
136
'-0"
38'-0
"38
'-0"
40'-0
"40
'-0"
Not
e:A
bove
load
s in
clud
e 1/
3 in
crea
se fo
r win
d.A
ll lin
tels
gre
ater
than
22'
-8" i
n le
ngth
will
requ
ire (2
)-#5
bar
s to
p or
(2)-
#5 b
ars
top&
bott.
888.525.0108 • www.PowersSteel.com/Lintels
888.525.0108 • www.PowersSteel.com/Lintels
NOTES: PS8(L-2) Lateral/Uplift – 16 Gage 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13.
PRODUCT NAME (PATENT NO. 5465538); PREFORMED POWERS STEEL LINTEL SHALL BE GALVANIZED COIL STEEL AS MANUFACTURED BY POWERS STEEL AND WIRE PRODUCTS, INC. STEEL GRADE SHALL BE ASTM A570 GRADE C (FY = 40 ksi). SHORE LINTELS AS REQUIRED TO COMPENSATE FOR DEAD LOAD DEFLECTION ON NON-CURED MASONRY GROUT. ALL LINTELS GREATER THAN 18'-0" ARE BUILT WITH 1/2" CAMBER. LINTEL TO BE USED WITH BRICK OR CONCRETE MASONRY UNITS HAVING MINIMUM f’m AS SHOWN. STEEL SURFACES IN CONTACT WITH GROUT AND/OR MORTAR SHALL BE UNPAINTED AND FREE OF MATERIAL THAT MIGHT INHIBIT BOND. BEARING EACH END SHALL BE 3" +/- 1/2". BEARING SHALL BE ON A MINIMUM 8" DEEP GROUTED CELL PER THE STANDARD BUILDING CODE. f’m = 1500 psi. MASONRY UNITS SHALL CONFORM TO ASTM C90, GRADE N. GROUT = 3,000 psi. SLUMP RANGE: 8" TO 11". ROD OR VIBRATE GROUT ADEQUATELY TO ENSURE CONSOLIDATION OF GROUT (NO AIR POCKETS). GROUT SHALL COMPLY WITH ASTM C476-83 AND BE EITHER COARSE OR FINE GROUT. MORTAR: TYPE “S” OR TYPE “M” 1800 psi. TOP REINFORCING OR TOP OF WALL REINFORCING, IS REQUIRED BY CODES TO PROVIDE A CONTINUOUS TIE AROUND A STRUCTURE AND TO PROVIDE FOR UPLIFT RESISTANCE AT LINTELS. ATTACHMENTS TO TOP OF WALL PER ARCHITECTURAL AND/OR ENGINEERING DRAWINGS. LIMITATIONS: THE LINTELS SHALL NOT EXCEED THE ALLOWABLE DESIGN LOADS AND SPANS SHOWN IN THIS REPORT. THE LINTELS SHALL NOT BE USED IN A FIRE RESISTANCE RATED ASSEMBLY UNLESS A TEST REPORT DOCUMENTING FIRE RESISTANCE IS SUBMITTED TO THE BUILDING OFFICIAL. A PROPER BARRIER IS REQUIRED WHEN USING CORROSIVE LUMBER PRODUCTS IN CONTACT WITH THE STEEL LINTELS. A PROPER BARRIER WOULD BE A POLYETHYLENE BARRIER WITH A 10 MIL THICKNESS OR TO MAINTAIN A MIN. 1/4" SPACING BETWEEN THE CORROSIVE LUMBER AND STEEL LINTEL. NOT FOR USE IN THE HVHZ IN MIAMI OR BROWARD COUNTIES AT THIS TIME. MIAMI DADE COMPLIANCE IS BEING SOUGHT. ALLOWABLE LOADS SHOWN IN THE TABLES FOR UPLIFT AND LATERAL LOAD CAPACITY INCLUDE A 1/3 INCREASE FOR WIND OR SEISMIC LOADING WITH NO FURTHER INCREASE ALLOWED. IF COMBINED LOADING CONDITIONS ARE APPLIED TO THE LINTELS FOR SIMULTANEOUS LOADING DIRECTIONS, THE ALLOWABLE LOADS SHOWN IN THE TABLES MUST BE ADJUSTED USING A UNITY EQUATION. ALL LOADS SHOWN IN TABLES ARE SUPERIMPOSED LOADS. TABLES ARE DATED 10/2017 AND CLEARLY INDICATE SUPERIMPOSED LOADS
14. 15. 16. 17. 18.
A #5 REINFORCING BAR(S) GRADE 40 IS TO SET APPROX. 1-1/2" FROM TOP OF ALL LINTEL DESIGNS AND IN SOME CASES ON THE BOTTOM OF LINTEL AS SHOWN ON LOAD TABLES. TOP HORIZONTAL REINFORCEMENT IS TO BE A CONTINUOUS TIE AS NOTED IN NOTE #9. IN THE CASE THAT THE LINTEL IS NOT WITHIN A COMPOSITE BOND BEAM SYSTEM, TOP HORIZONTAL REINFORCEMENT IS TO EXTEND 2'-0" PAST INSIDE OF JAMBS. MANUFACTURER: POWERS STEEL
4118 E. ELWOOD PHOENIX, AZ 85040 PH# (602) 437-1160 FAX# (602) 437-5409
TECHNICAL DATA AND ENGINEERING POWERS LINTELS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE FOLLOWING:
+ FLORIDA BUILDING CODE – 2017 (SIXTH EDITION) + NASPEC / AISI LIGHT GAGE COLD FORMED STEEL DESIGN - 2012 + ACI 530-13/ASCE 5-13/TMS 402-13
TECHNICAL ASSISTANCE IS AVAILABLE FROM THE MANUFACTURER ON SPECIAL DESIGN CONCERNS OR LINTEL DEPTHS DIFFERENT THAN THOSE SHOWN IN THE LOAD TABLES. STRUCTURAL ENGINEER FOR THESE LINTELS IS: S.E. CONSULTANTS, INC. 5800 E. THOMAS RD. SUITE 104 SCOTTSDALE, AZ 85251 PHONE (480) 946-2010 FAX (480) 946-1909 IF AN INSPECTOR, CONTRACTOR, SUBCONTRACTOR, OR PLANS EXAMINER HAS ANY TECHNICAL QUESTIONS PLEASE CALL. INSTALLATION: POWERS LINTELS ARE TO BE INSTALLED IN ACCORDANCE WITH STANDARD CONSTRUCTION PRACTICES, SET TO PROPER LINE AND LEVEL, PLUMB AND TRUE, AND IN CORRECT RELATION TO OTHER WORK.
PS8(L-2) STEEL LINTELS
NOTE: NO SCALE 16 GAGE IS .060 INCHES THICK.
888.525.0108 • www.PowersSteel.com/Lintels
(602) 437-1160
POWERS STEEL & WIRESTEEL
P O W E R S
FAX 437-5409
GR
AV
ITY
LO
AD
S
8" (7
5/8
" AC
TUAL
)
(5)
HEI
GH
T O
F C
OM
POSI
TELI
NTE
L VA
RIE
S - S
EEPL
AN A
ND
SC
HED
ULE
S
(9)
HEI
GH
T O
F SO
LID
(13)
(10)
(9)
(1)
(7)
(2)ST
EEL
LIN
TEL
GR
OU
T VA
RIE
S-SE
E SC
HED
ULE
(13)
(1)
(2)
G:\CAD_Drawings\Powers\_East Coast Lintels\1-2015 lintels\AutoCAD Sheets\L-2\PS8 LINTEL GRAVITY.dwg, Model, 9/9/2015 3:45:39 PM, rjg, Adobe PDF.pc3, ARCH full bleed D (24.00 x 36.00 Inches), 1:12.057
888.525.0108 • www.PowersSteel.com/Lintels
(602)
437-1
160
PO
WE
RS
ST
EE
L &
WIR
ES
TE
EL
P O
W E
R S
FA
X 4
37-5
409
GRAVITY LOADS
8" (7 5/8" ACTUAL)
(5)
HEIGHT OF COMPOSITELINTEL VARIES - SEEPLAN AND SCHEDULES
(9)
HEIGHT OF SOLID
(13)(10)
(9)
(1)
(7)
(2)
STEEL LINTEL
GROUT VARIES-SEE SCHEDULE
(13)
(1)
(2)
G:\C
AD_D
raw
ings
\Pow
ers\
_Eas
t Coa
st L
inte
ls\1
-201
5 lin
tels
\Aut
oCAD
She
ets\
L-2\
PS8
LIN
TEL
GR
AVIT
Y.dw
g, M
odel
, 9/9
/201
5 3:
45:3
9 PM
, rjg
, Ado
be P
DF.
pc3,
AR
CH
full
blee
d D
(24.
00 x
36.
00 In
ches
), 1:
12.0
57
(602)
437-1
160
PO
WE
RS
ST
EE
L &
WIR
ES
TE
EL
P O
W E
R S
FA
X 4
37-5
409
GRAVITY LOADS
8" (7 5/8" ACTUAL)
(5)
HEIGHT OF COMPOSITELINTEL VARIES - SEEPLAN AND SCHEDULES
(9)
HEIGHT OF SOLID
(13)(10)
(9)
(1)
(7)
(2)
STEEL LINTEL
GROUT VARIES-SEE SCHEDULE
(13)
(1)
(2)
G:\C
AD_D
raw
ings
\Pow
ers\
_Eas
t Coa
st L
inte
ls\1
-201
5 lin
tels
\Aut
oCAD
She
ets\
L-2\
PS8
LIN
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GR
AVIT
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odel
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(24.
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36.
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ches
), 1:
12.0
57
888.525.0108 • www.PowersSteel.com/Lintels
0" – 22'-8" > 22'-8"
L2 Steel Lintel Cross Sections
Shoring Detail
16' - 0" Span
Block Shore
Wood ShoreNote: Make sure shoring supports the entire width of the bottom of the Lintel.
Approx. 5' - 4"Spacing
Lay one block at each end prior to
shoring and laying first course.
888.525.0108 • www.PowersSteel.com/Lintels
L2 Steel Lintel Installation Instructions
1. Lay wall to required height and opening.
2. Set Lintel on block with 3" ± 1/2" of bearing.
3. Place Lintel on block level and square. Lay bond beam block upside down on Lintel at each end.
4. Shore Lintel as required to compensate for dead load deflection on non cured Masonry and grout. Shore lintel prior to laying block and grouting.
5. It is recommended to shore lintel in the middle of spans greater than 8'-0" and less than 15'-0". On spans greater than 16'-0" use 2 shores spaced equal distance apart at approximately 5'-4" spacing. On spans greater than 16'-0" place shoring at 6'-0" centers. Make sure shoring is square to Lintel and secure. Make sure shoring supports the entire width of the bottom of the Lintel.
6. Proceed to lay first lay first and second courses of block for 16" deep lintels and so on for lintels with greater depths.
7. Rod grout adequately to ensure consolidation of grout (no air pockets)
8. Place top #5 rebar grade 40 Set 1.5" from top of all Lintel designs and in some cases in the bottom of the Lintel as shown on Load Tables. (see detail next page)
Powers Steel, Inc.4118 East Elwood StreetPhoenix, Arizona 85040phone: (602) 437-1160
(602) 454-8828
888.525.0108 • www.PowersSteel.com/Lintels