|
PRECAST LINTEL GRAVITY LOAD TABLE .4.21
<br />LOADS USTED RAVE BEEN CALCULATED OR COW LED FROM APPROVED MANUFACTURERS:
<br />CAST-CREIETE, LOTTS CONCRETE. QLEAUTYPRECASTCO.
<br />MAXIMUM LOAD (PLF)
<br />APPROX�
<br />UNTELLENGTH
<br />MAX.CLEAR
<br />OPENING
<br />TYPEA
<br />8"UNTEL
<br />8' TVPEB
<br />9'7YPEC
<br />12'TYPEB
<br />12'TYPEC
<br />14'TYPEB-
<br />24TYPEC-
<br />16'TYPEB
<br />IrTYPEC
<br />20'TYPES
<br />2VTYPEC
<br />24'rYPES
<br />21rTYPEC
<br />28"TYPEB
<br />2rTYPEC
<br />3TTYPEB
<br />3rTVPEC1
<br />2'IT
<br />VIS,
<br />2231
<br />3069
<br />3719
<br />32W
<br />5163
<br />5607
<br />OD54
<br />9502
<br />WOOD
<br />3059
<br />460S
<br />$200
<br />6213
<br />7547
<br />8914
<br />1100110
<br />"M
<br />3- 1�
<br />7 2'
<br />2231
<br />3069
<br />3719
<br />32M
<br />5163
<br />6607
<br />81354
<br />9502
<br />10000
<br />31369
<br />AM
<br />5205
<br />6213
<br />7547
<br />8974
<br />30000
<br />2001110
<br />4-0-
<br />z V'
<br />1783
<br />2561
<br />7751
<br />32M
<br />3=
<br />4B9O
<br />5961
<br />7034
<br />8107
<br />2561
<br />AM
<br />5206
<br />6113
<br />7547
<br />8974
<br />IOXID
<br />10000
<br />4-6-
<br />32'
<br />L343
<br />1969
<br />2110
<br />2992
<br />2931
<br />3756
<br />4576
<br />5400
<br />6224
<br />M
<br />40375
<br />52M
<br />6213
<br />7019
<br />8572
<br />20000
<br />200DO
<br />1.
<br />34'
<br />1217
<br />1349
<br />1438
<br />1716
<br />1999
<br />2560
<br />3132
<br />3696
<br />4249
<br />13"
<br />30510
<br />4567
<br />$30
<br />4766
<br />5817
<br />7074
<br />am
<br />5-4-
<br />4! or
<br />IDONS
<br />1349
<br />1430
<br />1716
<br />1999
<br />2560
<br />3132
<br />3686
<br />4649
<br />1349
<br />311190
<br />4567
<br />SMS
<br />4766
<br />SB17
<br />7074
<br />8208
<br />5110,
<br />Ir 61
<br />860
<br />i105
<br />n73
<br />160D
<br />1631
<br />zM
<br />2549
<br />3DO9
<br />3470
<br />1105
<br />2622
<br />42Q
<br />4300
<br />3942
<br />4809
<br />5817
<br />6662
<br />6'6"
<br />52'
<br />710
<br />1232
<br />2177
<br />3736
<br />3480
<br />3031
<br />3707
<br />4383
<br />5061
<br />1232
<br />2177
<br />2738
<br />300
<br />5381
<br />836D
<br />9525
<br />759D
<br />T16"
<br />6 2"
<br />570
<br />991
<br />1729
<br />210B
<br />2632
<br />2205
<br />26"
<br />3191
<br />1 3685
<br />991
<br />V29
<br />220
<br />2612
<br />389B
<br />5661
<br />4742
<br />55M
<br />V 4'
<br />70,
<br />as
<br />�099
<br />116C
<br />1516
<br />1626
<br />2564
<br />3486
<br />2818
<br />3302
<br />09
<br />1245
<br />2526
<br />M3
<br />2564
<br />3w
<br />2964
<br />3397
<br />9'4'
<br />go'
<br />416
<br />699
<br />1160
<br />N/A
<br />1625
<br />2564
<br />MIS
<br />2818
<br />3302
<br />d"
<br />3245
<br />N/A
<br />IN3
<br />2564
<br />3486
<br />2964
<br />3387
<br />IV 61
<br />9 2'
<br />354
<br />535
<br />89C
<br />N/A
<br />1247
<br />2D93
<br />2777
<br />2163
<br />2536
<br />535
<br />11054
<br />N/A
<br />15213
<br />2M
<br />Z781
<br />2259
<br />2w
<br />11'4!
<br />10, o"
<br />315
<br />567
<br />89C
<br />N/A
<br />1366
<br />1946
<br />2423
<br />3127
<br />4006
<br />557
<br />so
<br />N/A
<br />1366
<br />1946
<br />2423
<br />3127
<br />4006
<br />12' Of
<br />1981,
<br />-
<br />292
<br />525
<br />873
<br />NIA
<br />1254
<br />1694
<br />2193
<br />2805
<br />3552
<br />US
<br />973
<br />N/A
<br />1254
<br />1614
<br />2193
<br />28M
<br />3552
<br />12'6'
<br />Ir 2'
<br />277
<br />4
<br />755
<br />N/A
<br />!C75
<br />1428
<br />1839
<br />2316
<br />2893
<br />755
<br />N/A
<br />im
<br />ma
<br />Hills
<br />2316
<br />2=
<br />13'N
<br />1z 01
<br />255
<br />471
<br />755
<br />N/A
<br />1075
<br />1428
<br />1838
<br />2316
<br />2535
<br />472
<br />755
<br />N/A
<br />1075
<br />ma
<br />I83B
<br />2316
<br />2m
<br />14'01
<br />128,
<br />239
<br />424
<br />7D6
<br />N/A
<br />1 1002
<br />1326
<br />1 1697
<br />2127
<br />2279
<br />424
<br />706
<br />MIA
<br />10D2
<br />1328
<br />M97
<br />2127
<br />263D
<br />14'lr
<br />13'4'
<br />N/A
<br />N/A
<br />N/A
<br />NIA
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />M.
<br />IN/A
<br />IM'
<br />2421-
<br />1779-
<br />ztu*
<br />2w
<br />15"V
<br />14! G'
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />710*
<br />N/A
<br />11w*
<br />1331'
<br />im-
<br />2mr
<br />2459-
<br />17'4"
<br />160,
<br />N/A
<br />N/A
<br />/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />5W
<br />N/A
<br />952'
<br />iiir
<br />1379*
<br />1672*
<br />199r
<br />1. 1�
<br />ijr 0'
<br />N/A
<br />N A
<br />N A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />A
<br />NIA
<br />750*
<br />9W*
<br />1177*
<br />_N/A
<br />1415*
<br />1615-
<br />20'0'
<br />is,$,
<br />N/A
<br />/=
<br />N
<br />N/A
<br />N/A
<br />NZA
<br />NZA
<br />N/A
<br />N/A
<br />NIA
<br />WA
<br />30110'
<br />N/A
<br />598*
<br />945-
<br />n14*
<br />234P
<br />1401'
<br />2ey
<br />2Z 8'
<br />I
<br />N/A
<br />N A
<br />N/A
<br />NIA
<br />N/A
<br />N/A
<br />NIA
<br />A
<br />25W
<br />PRESTRESSED 9 W/2" RECESS L�LJNTELS
<br />Type A= unfilled no Rebw; Type B= Continums Grout. Steel perPlan in Bond Beam Only;Type C = Continous Gmut.Steel per plan in Bond
<br />Beam & Lintel
<br />LEGEND
<br />FM7
<br />8X8 FILLED CELL W/ (1) #5 REBAR
<br />WT]
<br />8X8 FILLED CELL W/ (1) #7 REBAR
<br />F01
<br />8X8 FILLED CELL W/ NO REBAR REOD
<br />45' CMU - FILL CELLS W/ #5 REBAR
<br />12X12 FILLED CELL W/ #4 REBAR
<br />(IN WALL)
<br />202 FILLED CELL W/ #4 REBAR
<br />1 IN COLUMN)
<br />ELEVATION INDICATOR
<br />a
<br />DETAIL INDICATOR
<br />LINTEL OR WOOD HDR DESIGNATION
<br />OPEN SIZE
<br />(ALL WOOD HIDIR'S TO BE (2) PLY U.N.O.)
<br /><�>-
<br />BRACED WALL UNE
<br />BEAMS
<br />HEADER - WIDTH TO MATCH WALL
<br />GIRDERS
<br />-------------
<br />PLUMBING WALLS (FOR REFERENCE)
<br />-------------
<br />BEARING/SHEAR WALLS (FOR REFERENCE)
<br />ROOF BLOCKING
<br />zKd
<br />BALLOON FRAMED
<br />WALLSMIGHER BEARING WALLS
<br />=
<br />CONCRETETIE BEAMS
<br />io
<br />PLUMBING PENETRATION FOR
<br />FRAMING LAYOUT
<br />FASTENERS
<br />ALLOWABLE LOADS
<br />CONNECTOR
<br />CETY
<br />I
<br />TYPE
<br />IG Ty
<br />IbIRIAN"' 1. 0
<br />UPLIFT fibs) 0 1.6
<br />LATERAL
<br />(Ibs) @ 1.6
<br />META16
<br />a
<br />0.148".1-1/2"
<br />- ISO
<br />F1.340
<br />F2: 1.
<br />HETA16
<br />9
<br />0.143-.1-in.
<br />1810
<br />FIE 340
<br />F2 T70
<br />J2) META16
<br />P I -ON
<br />10
<br />0.14r.1-in"
<br />1875
<br />F1.680
<br />F2 770
<br />(2) META16
<br />A 2- or 3-dEr
<br />14
<br />0162-.3-1/2-
<br />179S
<br />FIE. 1285
<br />F2 : 1080
<br />(2) HETA16
<br />0 1-01,,
<br />0.148-1-1/2'
<br />1920
<br />F1:680
<br />F2 � 770
<br />(2) HETA16
<br />0 2- or 3-0w
<br />12
<br />0.162�0-1/2`
<br />23*5
<br />F1�1350
<br />F2: 143D
<br />HSTM16
<br />6
<br />0.148"xcl-1/2"
<br />1110
<br />F1;120
<br />F2 90
<br />4
<br />114')KI-3/4- CONIC SCREW
<br />LGUM28-2
<br />6
<br />318" x V TITEN No
<br />8250
<br />2435
<br />i
<br />6
<br />114"x 2 1/2� SDSSCRIEW
<br />MSTC28
<br />36
<br />0. 148' . 3 1/4"
<br />MTS22
<br />14
<br />290
<br />(21 MTS12
<br />0.148'XI-112"
<br />1980
<br />MTS16
<br />14
<br />0.148".2-212"
<br />990
<br />W210-2
<br />18
<br />1/4'. 2 3/4'CONC SCREW
<br />3500
<br />1BOO
<br />1
<br />10
<br />0. 148". 3.'
<br />NTS16
<br />32
<br />0.142- /2"
<br />2.890
<br />(2) HTS16
<br />16
<br />0.148"xl-112�
<br />1310
<br />HTS20
<br />24
<br />0.149-.1-1/2-
<br />1310
<br />LSTA22
<br />10
<br />0.148'.2-1/2"
<br />925
<br />LSTAIR
<br />14
<br />0.141�Q- "
<br />1235
<br />LSTA30
<br />22
<br />O.148'-x2-1P-
<br />160
<br />MSTA24
<br />18
<br />0.149"X21/2'
<br />1,640
<br />(2) MSTA24
<br />1 36 1
<br />0. 248- X 2 1/2'
<br />3.280
<br />MSTA36
<br />26
<br />0. 14ir'X 2 112'
<br />2.050
<br />-
<br />JjV�A36
<br />52
<br />D.149"X21/2'
<br />4,100
<br />-
<br />A30
<br />22
<br />0.140"x2-1n�
<br />2D50
<br />MSTC28
<br />M
<br />36
<br />0. 148' . 3 1/4'
<br />3,460
<br />MESTCS2
<br />62
<br />0.148-6-1/4-
<br />4735
<br />MSTAM24
<br />9
<br />0.148"X 3"
<br />1,425
<br />5
<br />1/4' X 2 1/4"
<br />MS�TAM36
<br />13
<br />0.148'X 3"
<br />1,870
<br />a
<br />214- X 2 1/4-
<br />(2) MSTAM36
<br />26
<br />16
<br />0-148" X 3"
<br />114'X2 114"
<br />3740
<br />MSTCM40
<br />iO
<br />1/4N2-1/4"CONIC SCREW
<br />2800
<br />0.148".3-2/4"
<br />MGT
<br />22
<br />0148".3'
<br />3965
<br />F1,775
<br />F2:52S
<br />1
<br />518"ATR
<br />HGT-3
<br />16
<br />0-148".3"
<br />10,790
<br />2
<br />3/4- ATR
<br />VGTIR of L
<br />1
<br />S/8"ATIR
<br />2225
<br />FI:650
<br />F2.630
<br />16
<br />2/4'.3" SIDS
<br />VGTRIL
<br />2
<br />518, RE
<br />5545
<br />F1:650
<br />F2:630
<br />32
<br />1/4"x3" SDS
<br />VGT
<br />1
<br />SIS'ATR
<br />4W
<br />F1:1185
<br />F2: 510
<br />-
<br />-76
<br />1/4"x3� SOS
<br />(2) VGT
<br />2
<br />5/8-ATR
<br />7185.2ply 8890.
<br />1I.I.
<br />F1,1105
<br />F1590
<br />32
<br />1AN3"SDS
<br />DTTZZ
<br />I
<br />8
<br />1/2'ATR
<br />1/4-.3- SDS
<br />1825-2.4 min
<br />2145-4212.4-
<br />HTT4
<br />I
<br />5/8-ATR
<br />3610
<br />is
<br />D.148�N,3-1/2"
<br />HTTS
<br />I.
<br />5/8� ATR
<br />-
<br />4670
<br />F6
<br />1 0.148".3"
<br />HTT5KT
<br />I
<br />S/8'ATR
<br />-
<br />5445
<br />26
<br />SO 81Ox2-Vr
<br />ABU44Z
<br />I
<br />S/Ir ATR
<br />7570
<br />1900
<br />12
<br />0. 162'.3-1/2'
<br />ABU66Z
<br />1
<br />5/8' ATR
<br />IB205
<br />2475
<br />12
<br />0,162'.3-112"
<br />R2.5A
<br />10
<br />0.131'.2-112"
<br />-
<br />565
<br />F1.110
<br />F2: 110
<br />HILDA
<br />18
<br />0.148"xl-1/2'
<br />-
<br />1340
<br />F1:565
<br />F2 :285
<br />HIOA4
<br />is
<br />0.148'xl-1/2'
<br />1080
<br />F1:680
<br />F2 260
<br />HUC48
<br />14
<br />1/4".2-3/4'CONC SCREW
<br />3SOO
<br />1135
<br />6
<br />0.148"x3j�
<br />HUC414
<br />24
<br />1/4N2-3/4-CONC SCREW
<br />SwS
<br />2015
<br />12
<br />0.148"x34'
<br />LUS26
<br />4
<br />0,148'.3'
<br />865
<br />1165
<br />SPH4
<br />12
<br />D,14B'xl-1/2�
<br />Side: 640
<br />Center : 1280
<br />DTC,hp,
<br />4
<br />3/16'.2-3/4" CONC SCREW
<br />F! 85
<br />F2:13S
<br />2
<br />D.131'.2-In"
<br />A35
<br />12
<br />0.131".2-1/2"
<br />F1.650
<br />F2 . 670'
<br />SDWC1S6OO
<br />I
<br />SDWC15600
<br />615
<br />F1.130
<br />F2:225
<br />SMIC154SO
<br />1
<br />SOWC15450
<br />295
<br />F2:150
<br />HTU26
<br />20
<br />D.162".3-1/2'
<br />3200
<br />1250
<br />14
<br />0.148'N3"
<br />LGU3.63-SDS
<br />iS
<br />1/4' X 2 1/2'
<br />6,720
<br />5.555
<br />12
<br />2/4' X 2 -
<br />HDUB-SDS2.S
<br />1
<br />7/8� ATR
<br />-
<br />7,870
<br />20
<br />1/4- X 2 1/2- SDS
<br />HDU11�SDS2.S
<br />1
<br />1" ATIR
<br />11,17S
<br />30
<br />114" X 2 1/2- SDS
<br />THD26
<br />20
<br />D162". 3"
<br />2940
<br />3240
<br />0.148'. 11/2-
<br />TH029-2
<br />28
<br />DA62'. 2
<br />K
<br />431D
<br />4860
<br />16
<br />n"...
<br />ABBREVIATIONS:
<br />AB
<br />ANCHOR DOLT
<br />EA
<br />EACH
<br />INT
<br />INTERIOR
<br />AFF
<br />ABOVE FINISHED FLOOR
<br />ELEV
<br />ELEVATION
<br />JST
<br />JOIST
<br />ALT
<br />ALTERNATE
<br />EMBED
<br />EMBEDMENT
<br />MAX
<br />MAXIMUM
<br />APPROX
<br />APPROXIMATE
<br />EN
<br />EDGE NAIUNG
<br />MFR
<br />MANUFACTURER
<br />ARCH
<br />ARCHITECTARCHITECTURAL
<br />EO
<br />EQUAL
<br />MIN
<br />MINIMUM
<br />ATR
<br />ALL THREADED ROD
<br />ES
<br />EACH SIDE
<br />MISC
<br />MISCELLANEOUS
<br />BILK
<br />BLOCK
<br />EW
<br />EACH WAY
<br />MO
<br />MASONRY OPENING
<br />BLKG
<br />BLOCKING
<br />EXP
<br />EXPANSION
<br />NOM
<br />NOMINAL
<br />BOF
<br />BOTTOM OF FOOTING
<br />EX7r
<br />EXTERIOR
<br />NTS
<br />NOT TO SCALE
<br />BOT
<br />BOTTOM
<br />FO
<br />FLOOR DRAIN
<br />OC
<br />ON CENTER
<br />ERG
<br />BEARING
<br />FON
<br />FOUNDATION
<br />OPING
<br />OPENING
<br />BTWN
<br />BETWEEN
<br />FIN
<br />FINISH
<br />OPP
<br />OPPOSITE
<br />CANT
<br />CANTILEVER
<br />FLR
<br />FLOOR
<br />PEN
<br />PLYWOOD EDGE NAIUNG
<br />CIL
<br />CENTERLINE
<br />FN
<br />FIELD NAJUNG
<br />PLYWID
<br />PLYWOOD
<br />CIP
<br />CAST IN PLACE
<br />FT
<br />FOOT / FEET
<br />REINIF
<br />REINFORCING/REJNFORCEMENT
<br />Ci
<br />CONTROL JOINT
<br />GALV
<br />GALVANIZED
<br />REOD
<br />REQUIRED
<br />CLR
<br />CLEAR
<br />GDR
<br />GIRDER
<br />RO
<br />ROUGH OPENING
<br />Cmu
<br />CONCRETE MASONRY UNIT
<br />GIRD
<br />GRADE
<br />SC
<br />STUD COLUMN
<br />COL.
<br />COLUMN
<br />GWB
<br />GYPSUM WALL BOARD
<br />SHTG
<br />SHEATHING
<br />CONC
<br />CONCRETE
<br />GYP
<br />GYPSUM
<br />Sim
<br />SIMILAR
<br />CONT
<br />CONTINUOUS
<br />HD
<br />HOLD DOWN
<br />SP
<br />SOUTHERN PINE *2 OR BETTER
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<br />140 WINDSPEED CHARTS
<br />140 IMPH 2023
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<br />11.1
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<br />17.1
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<br />1 14.8
<br />1 -36.5
<br />31.1
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<br />!,1
<br />40.4
<br />1 19.2
<br />1 -54,9
<br />1 19.2
<br />-63.9
<br />1A.-I
<br />-36.0
<br />18.7
<br />1 -317
<br />1 18.7
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<br />3
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<br />3080 DOOR
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<br />8
<br />24.0
<br />34.6
<br />-45.1
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<br />4
<br />3
<br />5,25
<br />15,8
<br />35.6
<br />-38.7
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<br />4
<br />6
<br />6. 67
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<br />33.4
<br />-36,6
<br />2868 DOOR
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<br />2.67
<br />6.67
<br />1 17.9
<br />35.3
<br />-3113
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<br />1 15.0
<br />1 35.7
<br />-47.3
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<br />36.5
<br />-49.0
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<br />C.O.A.# ARCHITECURE:
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<br />C.O.E.# ENGINEERING:
<br />29349
<br />IBRAHEM ELAYEB, PE
<br />P.E.# 91476
<br />BENJAMIN NIESE, PE
<br />P.E.# 86025
<br />06/10/2024
<br />DATE
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<br />3400 Auburn Rd
<br />Sufte 200
<br />Auburn Hills, MI 48326
<br />+1 248.622,4035
<br />Florida
<br />12906 Tampa Oaks Blvd.
<br />Suite 150
<br />Tampa, FL 33637
<br />+1 813.466.3310
<br />www.fieldstoneae.com
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<br />VERSION: 570
<br />SHEET NAME
<br />REFERENCE
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<br />SHEET #
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