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<br />S.E. CONSULTANTS, Inc.
<br />January 10, 2006
<br />Powers Steel & Wire Products, Inc.
<br />4118 East Elwood St.
<br />PhoEtnix, AZ 85040
<br />Attention: Rill Powers
<br />Reference: Powers PSIdoxft, and PSboxO(5-5/8") Untel Products
<br />Gontlemem
<br />S.E. Goosuiltitmq, Inc, has no financial interest In Powers Steel & Wire Products, Inc.,
<br />other than providing professional consulting services. Furthern'tore, S.E. Consultants,
<br />Itic- is not owned, operated or controliad by anycompany Manufacturing or distributing
<br />any portion of the product listed in the referenced reports. Furthermore, S.E.
<br />Consultants, Inc. has no future or pending interest in Powers Steel & Wire Products, InG.
<br />If you require additional information or if we can be of any further assistance please
<br />'ontact us,
<br />Submitted Dy
<br />SX. Ciynsuftrrnls� Inc.
<br />Al
<br />X ,
<br />Steven W. Soiiaub, P.F.
<br />Vice President
<br />5800 Ea��L Thorrias Road, Suite 404 , Scutlsdafe� AZ 85251
<br />Phorm: t480) 948-2010 - Fax: (4BO) 946-41909
<br />Powers Steel Product Lintel
<br />1ANTEL DESCRI-PTION
<br />/— INDICATES HEIGHT OF GROUT
<br />PSbox8 - 16"
<br />HEIG- OF QWPOSrTE LINTEL
<br />VARIES - SEE PLAN AND
<br />SCHEDULES.
<br />(2)
<br />4X 4* NOTCH AT
<br />GROUTED CELL
<br />r 17 5W ActTUAL)
<br />HEiGKT OF SOLID
<br />ROUTVARIES-
<br />SEE SCHEDULE
<br />(2)
<br />S.E. CONSULTANTS, INC.
<br />5800 E, THOMAS ROAD, SUITE 104
<br />SCOTTSDALE, ARIZ 3525
<br />PAX K) 4
<br />(�80) 946-2GIO �T4 416-1909
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<br />Date: 11200, WinchbiockyAdth
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<br />1 237
<br />1 368
<br />1368
<br />1632
<br />1632.
<br />1897
<br />1897
<br />2431
<br />2431
<br />29613
<br />2968
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<br />10`-0:
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<br />list
<br />1395
<br />1386
<br />lel 1.
<br />tell
<br />2006
<br />2065
<br />2ul
<br />2621
<br />10'�O'
<br />1 V-2
<br />.--673
<br />546
<br />_673
<br />$46
<br />_.M
<br />763
<br />763
<br />$54
<br />--"-1049
<br />854
<br />945
<br />945
<br />945
<br />1126
<br />1`126
<br />1312
<br />1312
<br />1683
<br />1683
<br />2056
<br />1 Z-O:
<br />478
<br />478
<br />668
<br />66a
<br />747
<br />747
<br />827
<br />827 '
<br />968
<br />986
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<br />ISO
<br />1 476
<br />1 476
<br />1 803
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<br />IZ-0,
<br />433
<br />433
<br />605
<br />005
<br />Bn
<br />077
<br />750
<br />750
<br />W
<br />M
<br />104$
<br />tM
<br />13301
<br />IMI
<br />1036
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<br />1 3`�A:
<br />394
<br />3S14
<br />551
<br />551
<br />617
<br />517
<br />683
<br />683
<br />$17
<br />W
<br />951
<br />954
<br />122
<br />in,
<br />1 493
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<br />IT-4:
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<br />1 0
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<br />361
<br />505
<br />605
<br />565
<br />565
<br />11261
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<br />749
<br />872
<br />872
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<br />'370
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<br />447
<br />447
<br />406
<br />49-5
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<br />594
<br />02
<br />692
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<br />loss
<br />1
<br />16-01
<br />1 60
<br />282
<br />282
<br />370
<br />376
<br />416
<br />416
<br />466
<br />450
<br />537,
<br />517,
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<br />Ble
<br />7gl
<br />781
<br />We,
<br />945
<br />-Q'
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<br />265
<br />pas
<br />353
<br />353
<br />391
<br />191
<br />429
<br />SOS
<br />505
<br />582
<br />582
<br />736
<br />736
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<br />891
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<br />223
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<br />-17.11
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<br />42
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<br />5431
<br />652
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<br />24'-0'
<br />3151
<br />381
<br />48s
<br />4
<br />'7 7i
<br />754
<br />7$4
<br />M
<br />932
<br />24 0
<br />1 26-0
<br />335
<br />4301
<br />7:
<br />063
<br />663
<br />6191
<br />619
<br />201,01
<br />Ali 1,Jntels greator lban 2,--&� in I"h will require (2)-05 b6n; top or (2�1* bart, 1OP&DO.
<br />EW. _8 (5
<br />PS�2x -5/8") Lintgl§
<br />L I Winith bloi* MMh
<br />UNTIEt. LOAD TABLE (IN POUNDS PER LINEAL FOCM (18ge, 16-0* $part)
<br />Ok: nk
<br />-or van)
<br />i Gravity Load TADW M Pei grout (lega- IF
<br />o' - At I . — A-
<br />MENNEN
<br />MMNMMMMIMMMMIMIMMMMIMN
<br />MINNEMMMI
<br />MEMENIME
<br />MENNEN
<br />MMMMIMMM
<br />MMEMME
<br />NNOMMEMIME
<br />MMMMIMMIMIM
<br />MEMNON
<br />MMMEMMMMMMMIMMMMIMMM
<br />Byz Ps�oxa- LIMIE
<br />DAW Mot; 8'fth block kM
<br />Chit; 1* J (18ga., 1W.O*span)
<br />j LINTEL LOAD TAM (IN POUNDS PER LINEAL FOOT)
<br />ted L Willansil Load Tablo I
<br />3000 ps grout IS'-wspall)
<br />MENNEN
<br />mom
<br />MEN
<br />MENNEN
<br />0
<br />No
<br />No
<br />IMMEMMME
<br />M
<br />No
<br />MENEME
<br />ME
<br />EMOMMIN
<br />ME
<br />0
<br />MENNEN
<br />M
<br />0
<br />AN lialelogreapor than 2Z.O* In flinglit will nutuirs (2)45 Data top or (2)46 buts I0p&bwl,-
<br />I '"' ^`— --,- - "' --- "' —
<br />tj
<br />Ely: PSbox8 Untels
<br />1 9, �J 81 inch � Width
<br />DAN: lim
<br />LOAD TABLE (IN POUNDS PER LINEAL FOOT) (18ga. lfr-O'sw)
<br />Uplift Load T" 3000 psi grout (!ego. I 8�0' span)
<br />F-J.
<br />I.- - .. I . -- — - --stn"Ift
<br />ME
<br />MOMMEMMEMME
<br />MEN
<br />MMMMIMMMMMMMMMMMMIMM
<br />MMMMIMEMMMMMMMMMMNM
<br />MIEMMIMMEMEMEMEMMEME
<br />a
<br />in;;WX1,.mre (Z"Z bars top or (2)-46 bats to"bott
<br />BY. P�goxg Lint2ls
<br />Date: 1/20% j 13' inch blm* wift
<br />OIL ra 4 LINTEL LOAD TABLE IIN POUNDS PER LINEAL FOOT) (I Sga. I 9-G, span)
<br />j
<br />t;pari)
<br />L pri grow (16", la
<br />OnVAY Lead Table,
<br />.1. . — DF "n
<br />SPAIN
<br />PSI-40'
<br />PV.*V
<br />P61,08-Ir
<br />ps!"its-ir
<br />M.4441
<br />W
<br />pg.$-2T
<br />pSb.A1W
<br />P%.$24*jPSbm"'jPSb.,s3r
<br />PS:.�JPSI.4-40`
<br />PSWAW
<br />SPAN
<br />(it)
<br />Istm".-Mitip
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<br />#11"m
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<br />(it) I
<br />1'.6*
<br />_&top
<br />7M
<br />'7229
<br />9030
<br />QOSO
<br />NW
<br />SIM
<br />IOBSI
<br />10831
<br />12M
<br />12632
<br />V-6
<br />Z-2:
<br />4M
<br />49M
<br />6224
<br />6M
<br />6W
<br />MM3
<br />74W
<br />7463
<br />V01
<br />0701
<br />V-2
<br />21.8
<br />4W
<br />4040
<br />5041
<br />5041
<br />$641
<br />WI
<br />$041
<br />6041
<br />7042
<br />7042
<br />Z-8,
<br />T'2*
<br />3W
<br />3392
<br />4231
<br />4231
<br />4$50
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<br />SOR
<br />SON
<br />We
<br />6746
<br />6746
<br />T�2
<br />4--v
<br />2673
<br />2673
<br />3331
<br />=I
<br />3WO
<br />306D
<br />3960
<br />3M
<br />4647
<br />46,47
<br />5306
<br />WOS
<br />4�-O'
<br />W-61
<br />2360,
<br />2369
<br />2951,
<br />MI
<br />-3242
<br />3242
<br />3533
<br />3031
<br />4114
<br />4114
<br />4696
<br />46"
<br />4�-fi-
<br />V-Z
<br />2050
<br />M9
<br />2559
<br />2810
<br />2010
<br />3062
<br />am
<br />Sees
<br />36"
<br />AIM
<br />40681
<br />5074
<br />SD74
<br />BOBO
<br />6080
<br />S,�W
<br />6-2"
<br />1524
<br />1�;
<br />2130
<br />2130
<br />2338
<br />2338
<br />2547
<br />2647
<br />2903
<br />29W
<br />3380
<br />3380
<br />4214
<br />4214
<br />6048
<br />6048
<br />T-21
<br />T-Q`
<br />1170
<br />1502
<br />low
<br />IBM
<br />2M
<br />20481
<br />2230
<br />2230
<br />2693
<br />26N
<br />2967
<br />2967,
<br />3686
<br />36U
<br />4413
<br />4412
<br />T-W
<br />9-01
<br />Sol
<br />1206
<br />1575
<br />1621
<br />t779
<br />IM
<br />1936
<br />ISM
<br />2251
<br />22SI
<br />2566
<br />2566
<br />3196
<br />3196
<br />3826
<br />382q
<br />8! 1.
<br />W
<br />904
<br />1675
<br />1675
<br />19"
<br />1946
<br />2218
<br />2218
<br />2760
<br />2760
<br />3303
<br />3303
<br />9?
<br />1179
<br />1404
<br />1539
<br />109
<br />la-W
<br />6421
<br />760
<br />976
<br />1279
<br />1403
<br />1403
<br />152S,
<br />1526
<br />1772
<br />1772
<br />2010
<br />2019
<br />2511
<br />2611
<br />3004,
<br />3004
<br />1 vid
<br />11-91
<br />423
<br />SOO
<br />766
<br />1044
<br />11PI
<br />1245
<br />1354
<br />1364
<br />1672
<br />1672
<br />1
<br />2125
<br />2M
<br />M1
<br />""2*
<br />12W
<br />358
<br />503
<br />651
<br />957
<br />087
<br />M
<br />W
<br />463
<br />1A&I
<br />653
<br />IM
<br />683
<br />ID1
<br />141
<br />111
<br />1 21-0*
<br />12'-S*
<br />315
<br />445
<br />575
<br />79.
<br />849
<br />905
<br />1169
<br />1 1801
<br />1 We
<br />1301
<br />1657
<br />1567
<br />1934
<br />2312
<br />23112
<br />1 Z-S*
<br />IV-4*
<br />279
<br />39e
<br />511
<br />706
<br />756
<br />""o
<br />861
<br />1044
<br />'IfIS
<br />1293
<br />1M
<br />1471
<br />1471
<br />1826
<br />1 W
<br />2142
<br />zlez
<br />I e-W
<br />14'(r
<br />247
<br />3153
<br />455
<br />632
<br />B3
<br />771
<br />936
<br />1022
<br />1225
<br />1226
<br />1393
<br />2931
<br />1729
<br />1729
<br />2064
<br />2
<br />14'-0'
<br />115.0'
<br />175
<br />256
<br />328
<br />463
<br />41
<br />567
<br />689
<br />755
<br />989
<br />1053
<br />1197
<br />1 1971
<br />1484
<br />1484
<br />1771
<br />1 7191
<br />16.0,
<br />IV-11
<br />171
<br />211
<br />M
<br />400
<br />3s7
<br />494
<br />$19
<br />See
<br />$911
<br />"6
<br />1201
<br />1
<br />$86
<br />150
<br />W
<br />1 01-v
<br />19-W
<br />142
<br />102
<br />260
<br />366
<br />334
<br />45.71
<br />�41
<br />639
<br />Big
<br />ago
<br />1 104
<br />1 -
<br />52
<br />1 0
<br />1520
<br />ISW
<br />20'.8'
<br />104
<br />146
<br />196
<br />281
<br />264
<br />350
<br />418
<br />641
<br />602
<br />M
<br />1 .1,
<br />1267
<br />13W
<br />201-W
<br />22 8.
<br />76
<br />147
<br />219
<br />193
<br />273
<br />1211
<br />st".
<br />693
<br />211
<br />22'-B'
<br />241-W
<br />384
<br />F,
<br />625
<br />1
<br />.71
<br />s'.
<br />13
<br />309
<br />511
<br />-0.
<br />26..
<br />No* All fintels greater Mw 2r-S' In Wngth will raquire C*#O pars top or (2y" bars to~�
<br />BY elaggx8 (5-5/8") Lintels
<br />8' Inch blo-* wift
<br />Date: 1.
<br />T
<br />LINTEL LOAD TABLE (IN POUNDS PER LINEAL FOOT) (legal, 1 16-0, qw)
<br />L] U LO"l Load T" awo psi grow fl6ga.- IF-O'span.)
<br />.w nk
<br />$PAN
<br />PSx'WjP&..W
<br />178b.6-10'
<br />P%O�W
<br />FS6.44117
<br />P91b.4-le
<br />ps"'B"It.
<br />ps".4-ir
<br />PRO$-2r
<br />P%.4-V
<br />psbo&w
<br />psomow
<br />SPAN
<br />till
<br />46ttst
<br />104twaot
<br />#5tv
<br />Niftow
<br />#5 top
<br />#5 wpad
<br />06 top
<br />#5 soplittli
<br />*5 top
<br />#5 t"bot
<br />$6 top
<br />05 bp0d
<br />I I-V
<br />4146
<br />'4146
<br />4970
<br />4970
<br />S821
<br />6821
<br />WI
<br />6091
<br />7676
<br />7576
<br />$473
<br />$473
<br />11-61
<br />2'-2'
<br />2570
<br />2870
<br />3441
<br />3441
<br />4WO
<br />4030
<br />4632
<br />4632
<br />5245
<br />5245
<br />ISM
<br />sm
<br />Z-V
<br />2-4-
<br />260
<br />--2m
<br />31
<br />3742
<br />3742
<br />4302
<br />4302
<br />4871
<br />4871
<br />S44
<br />§44
<br />2m4'
<br />Z-W
<br />2337
<br />2332
<br />___Itss
<br />2795
<br />2795
<br />3274
<br />3274
<br />3764
<br />$764
<br />4262
<br />4262
<br />4766
<br />4766
<br />Z-
<br />Z-10-
<br />21195
<br />2195
<br />2631
<br />2631
<br />305?
<br />3M
<br />3542
<br />3W
<br />4011
<br />4011
<br />4486
<br />4486
<br />i'llo
<br />T�O`
<br />207S
<br />2073
<br />24851
<br />2485.
<br />'2910
<br />20101
<br />33,116
<br />3348.
<br />3M,
<br />3788
<br />49$7,
<br />42371
<br />&-0'
<br />3�V
<br />1964
<br />1964
<br />2364
<br />2364
<br />2757
<br />2757
<br />3170
<br />$170
<br />4014
<br />4014
<br />s�2:
<br />3�4�
<br />80
<br />11
<br />18156
<br />2236
<br />2236
<br />261 V
<br />2619
<br />3011
<br />3011
<br />1 =
<br />=:
<br />3813
<br />38131
<br />T-4
<br />4'-0'
<br />656
<br />1666
<br />1864
<br />18641
<br />2183
<br />2108
<br />2509
<br />25M
<br />2W
<br />2541
<br />3177
<br />31771
<br />4'-W
<br />4.2'
<br />1492
<br />1492
<br />1789
<br />1760
<br />2096
<br />2095
<br />Z409
<br />2728
<br />2720
<br />$050
<br />3060
<br />&.1.
<br />4'-6'
<br />1382
<br />IM
<br />I W-
<br />1 657
<br />Im
<br />t940
<br />430
<br />=
<br />2525
<br />2525
<br />2824
<br />2824
<br />4%6'
<br />51-21
<br />1204
<br />1204
<br />1"3
<br />14431
<br />i 690
<br />1690
<br />1 M
<br />1943
<br />2M
<br />22DOI
<br />24W
<br />2400
<br />51-2-1
<br />S�-4
<br />iss
<br />11
<br />1166
<br />1 M
<br />1 M
<br />'637
<br />1637
<br />1682
<br />low
<br />2131
<br />2131
<br />2363
<br />2383
<br />sw
<br />6-2:
<br />1009
<br />1209
<br />1209
<br />*416
<br />1416
<br />1 me
<br />628
<br />d
<br />843
<br />1 964
<br />2011
<br />6�41
<br />V-4'
<br />=1
<br />W
<br />7177
<br />1177
<br />37
<br />11 9
<br />37
<br />1 9
<br />1 See
<br />1 See
<br />" '".
<br />7484
<br />1 862
<br />1907
<br />6-4'
<br />7,-Q:
<br />ess
<br />M
<br />1066
<br />1 Dee
<br />1224
<br />1241
<br />1 331
<br />1354
<br />1 1
<br />1461
<br />1 525
<br />Isin
<br />T-01
<br />BID
<br />750
<br />71>4
<br />$49
<br />857
<br />937
<br />950
<br />019
<br />1 037
<br />1
<br />ills
<br />167
<br />9
<br />B,
<br />0-4'
<br />691
<br />6"
<br />742
<br />789
<br />864
<br />.1
<br />go?
<br />ges
<br />I I', "1
<br />1031
<br />1076
<br />11110 t
<br />971
<br />574
<br />646
<br />662
<br />714
<br />724
<br />776
<br />1
<br />790
<br />am
<br />862
<br />910
<br />—8!'
<br />9-
<br />U-01
<br />480
<br />483
<br />543
<br />548
<br />SOO
<br />we
<br />65:2
<br />$64
<br />701
<br />716
<br />765
<br />1910
<br />38S
<br />387
<br />4361
<br />440
<br />481
<br />488
<br />523
<br />632
<br />562
<br />B74
<br />013
<br />ll'-2'
<br />lz�d
<br />333
<br />39
<br />417
<br />4;q2g-2
<br />4mi
<br />461
<br />487
<br />4971
<br />519
<br />"1
<br />IZ-01
<br />12'-B'
<br />LIA
<br />301
<br />342
<br />',174
<br />M
<br />407
<br />;,1
<br />414
<br />43 7
<br />"61
<br />46ri
<br />477
<br />Iz-Ir
<br />IT-4'
<br />373
<br />394
<br />4
<br />42D:
<br />430
<br />1 V-4"
<br />IzV';Wr' nz-'; -"' (2)45 Dam top or (2)-o bars wpiklpolt,
<br />By, 8Vlt, PSbox8 (5-5161 Lintelis
<br />r 4�T 1,11
<br />Dafti ir" 8' Irwh block Wdth
<br />a* ak 1 LINTEL LOAD TABLE (IN POUNDS PER LINEAL FOOT) 189a- 1 W�0' $pan)
<br />1� Liu UpiliftLoadTable 30M psi grout �16941- Is'-Wapan)
<br />- At I I nAm &sIp SlIPPRIMPMET!, -
<br />SPAN
<br />(it)
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<br />ENGINEERING, LLC
<br />P.O. BOX 3400
<br />Apollo Beach, Florida 33572
<br />Phone: 813.645.0166
<br />Fax: 813.645.9698
<br />www.danscoengineedng.com
<br />CA 25948
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<br />SHEET BASED ON PRODUCT
<br />APPROVAL INFORMATION
<br />LOCATED ON THE STATE OF
<br />FLORIDA'S PRODUCT
<br />APPROVAL SITE
<br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS
<br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION
<br />OF THIS DRAWING ONLY.
<br />HE E DRAWIN AND D I ARETHEJ INT
<br />PROPE OF DANSCO ENGINEERING, ILLC AND THE
<br />CLIENT ON THIS PROJECT. ANY REPRODUCTION OR
<br />UNAUTHORIZED USE IS PROHIBITED.
<br />REVISION:
<br />VERSION NO.
<br />SHEET TITLE:
<br />POWER STEEL
<br />LINTEL TABLES
<br />SHEET INFORMATION:
<br />JOB NO.:
<br />DATE ISSUED: 09.04.07
<br />DRAWN BY: DZ
<br />REVIEWED BY: TH
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