|
PRECAST LINTEL GRAVM LOAD TABLE V41zl
<br />LOADS USTEDHAVE BEEN CALCULATED OR COMPILED FROM APPROVED MANUFACTURERS:
<br />CAST-CRETE, LOTTS CONCRETE, CLJAUTY PRECAST CO.
<br />MAXIMUM LOAD (PLF)
<br />APPROX.
<br />LINTELLIENGTH
<br />MAX.CLEAR
<br />QPENING_
<br />TYPEA
<br />V'UNTEL
<br />8`TYPEB
<br />rl"EC
<br />12"TYPEB
<br />IrTMC
<br />14'TYPEB-
<br />WTYKC-
<br />WTYPEB
<br />IV109C
<br />20-TYPEB
<br />2VTIVEC
<br />24-TYPEB
<br />2rTfPEC
<br />28"TYPES
<br />WT�MC
<br />37TYPEB
<br />srl*,Ec-
<br />z lo'
<br />V IS'
<br />2231
<br />3059
<br />3719
<br />328D
<br />5163
<br />M07
<br />8054
<br />9502
<br />10OD0
<br />300
<br />4505
<br />SM
<br />61"
<br />Av
<br />am
<br />toom
<br />�10"
<br />Z 2"
<br />2231
<br />3069
<br />3719
<br />3280
<br />5163
<br />6607
<br />W54
<br />9502
<br />lowl)
<br />3059
<br />4505
<br />52915
<br />BIDS
<br />7W,
<br />204
<br />am
<br />7 Sr
<br />17183
<br />2561
<br />Z751
<br />328D
<br />3VU
<br />"M
<br />5961
<br />7034
<br />9107
<br />2561
<br />40
<br />52*
<br />6113
<br />7541
<br />W74
<br />=00
<br />I*W
<br />4-6-
<br />3121,
<br />3
<br />LU3 1
<br />2969 1
<br />2110
<br />2 "2
<br />2931
<br />3756
<br />4576
<br />U00
<br />6224
<br />M9
<br />W5
<br />52M
<br />6213
<br />7019
<br />8572
<br />loom
<br />iomo
<br />4' 11"
<br />14'
<br />1217
<br />1349
<br />1438
<br />1716
<br />1999
<br />2560
<br />3132
<br />3666
<br />4249
<br />1399
<br />3M
<br />4567
<br />530
<br />4766
<br />5917
<br />7074
<br />82M
<br />5'4"
<br />4101,
<br />1006
<br />r7l
<br />1349
<br />1438
<br />1716
<br />1999
<br />2560
<br />3132
<br />3606
<br />4649
<br />199
<br />309D
<br />45V
<br />5*5
<br />4766
<br />51117
<br />7074
<br />sale
<br />5 ID
<br />46'
<br />860
<br />DOS
<br />1173
<br />1600
<br />1631
<br />2090
<br />2549
<br />3009
<br />3470
<br />1305
<br />2622
<br />4242
<br />4360
<br />3942
<br />48"
<br />5817
<br />6w
<br />111.1
<br />52'
<br />0
<br />10
<br />1232
<br />2177
<br />.7.
<br />3738
<br />3480
<br />3031
<br />3707
<br />4383
<br />5061
<br />1232
<br />2177
<br />2rA
<br />3480
<br />Sm
<br />93W
<br />8625
<br />7590
<br />7' 6"
<br />6 2'
<br />570
<br />991
<br />29
<br />2100
<br />2632
<br />2205
<br />2699
<br />3191
<br />3685
<br />991
<br />2729
<br />2108
<br />2632
<br />31101111
<br />5661
<br />4742
<br />. 55M
<br />8- 4'
<br />70,
<br />ARE
<br />699
<br />n6O
<br />1516
<br />1626
<br />2564
<br />34M
<br />2818
<br />3302
<br />6"
<br />1245
<br />1526
<br />2943
<br />2564
<br />MISS
<br />2964
<br />3387
<br />9� IV,
<br />go'
<br />416
<br />699
<br />1160
<br />N/A
<br />1625
<br />2564
<br />3486
<br />2818
<br />3n_
<br />a"
<br />1245
<br />NIA
<br />281
<br />2564
<br />sub
<br />2%4
<br />aw
<br />1016,
<br />12"
<br />354
<br />535
<br />890
<br />N/A
<br />1247
<br />20,93
<br />1 2777
<br />2163
<br />2536
<br />535
<br />W54
<br />NIA
<br />193
<br />2094
<br />2791
<br />2259
<br />2615
<br />U, Ir
<br />10' 01
<br />315
<br />567
<br />890
<br />N/A
<br />1366
<br />im
<br />2423
<br />3127
<br />4006
<br />567
<br />945
<br />N/A
<br />1366
<br />111"
<br />2423
<br />3127
<br />4006
<br />12'0'
<br />10,81,
<br />292
<br />525
<br />873
<br />N/A
<br />1254
<br />lw
<br />7193
<br />2805
<br />1 3552
<br />525
<br />973
<br />N/A
<br />i254
<br />11544
<br />2193
<br />280
<br />35S2
<br />12'6"
<br />IT 2'
<br />277
<br />471
<br />755
<br />N/A
<br />1075
<br />1428
<br />238
<br />2316
<br />2m
<br />471
<br />755
<br />N/A
<br />im
<br />1428
<br />we
<br />2326
<br />2883
<br />13"r
<br />lz 0'
<br />255
<br />471
<br />755
<br />N/A
<br />1CF75
<br />1428
<br />1838
<br />2316
<br />2535
<br />471
<br />755
<br />NIA
<br />2075
<br />1429
<br />im
<br />2316
<br />29M
<br />128"
<br />239
<br />1 424
<br />706
<br />N/A
<br />lOD2
<br />1326
<br />2697
<br />2127
<br />2278
<br />424
<br />705
<br />NIA
<br />1 1002
<br />1328
<br />3697
<br />2127
<br />2w
<br />14, 111"
<br />13! 4"
<br />N/A
<br />N/A
<br />NIA
<br />N/A
<br />N/A
<br />N/A
<br />ND`A
<br />N/A
<br />N/A
<br />N/A
<br />M*
<br />N/A
<br />123e
<br />142r
<br />L'"*
<br />21W
<br />26M.
<br />15, IV,
<br />14! 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 />NLA
<br />N/A
<br />710*
<br />N/A
<br />1160-
<br />2331-
<br />ww
<br />20212*
<br />2459'
<br />17'4!'
<br />16'CV'
<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 />549*
<br />N/A
<br />952.
<br />aur
<br />1379*
<br />1671*
<br />1997*
<br />1914,
<br />lgli�
<br />N/A
<br />N/A
<br />INDIA
<br />N/A
<br />N/A
<br />N A
<br />N/A
<br />N/A
<br />NLA
<br />WA
<br />420*
<br />N/A
<br />75D*
<br />9w
<br />1177*
<br />1415*
<br />1676*
<br />20' of
<br />198,
<br />N/A
<br />NIA
<br />N/A
<br />NI
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />/A
<br />MW
<br />N/A
<br />5%'
<br />345'
<br />ilia*
<br />1314r
<br />I
<br />2W Of
<br />22r
<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 />WA
<br />25V
<br />NIA
<br />-
<br />45D*
<br />6w
<br />'880
<br />MW
<br />222D'
<br />"Il"WWRECIESSU-UNTELS
<br />Type Am Unfilled no Rebar; TWe 8 = Continuous Grout, Steel per Plan In Bond Beam only; Type C = Cc n1mous Grout,Steel per plan In Bond
<br />Beam & Untel
<br />LEGEND
<br />8X8 FILLED CELL W/ (1) - #5 REBAR
<br />BEAMS
<br />8x8 FILLED CELL W/ (1) - #7 REBAR
<br />HEADER - WIDTH TO MATCH WALL
<br />GIRDERS
<br />FO
<br />BX8 FILLED CELL W/ NO REBAR REOD ---
<br />-- - ----
<br />PLUMBING WALLS (FOR REFERENCE)
<br />--
<br />---------
<br />BEARING/SHEAR WALLS (FOR REFERENCE)
<br />45' CMU - FILL CELLS W/ #5 REBAR
<br />ROOF BLOCKING
<br />l2xl2 FILLED CELL W/ #4 REBAR
<br />(IN WALL)
<br />BALLOON FRAMED
<br />12X12 FILLED CELL W/ #4 REBAR
<br />WALLSMIGHER BEARING WALLS
<br />(IN COLUMN)
<br />CONCRETE TIE BEAMS
<br />ELEVATION INDICATOR
<br />PLUMBING PENETRATION FOR
<br />DETAIL INDICATOR
<br />FRAMING LAYOUT
<br />LINTEL OR WOOD HDR DESIGNATION
<br />OPEN SIZE
<br />(ALL WOOD HDR'S TO BE (2) PLY U.N.O.)
<br /><i>-
<br />BRACED WALL LINE
<br />6.
<br />FASTENERS
<br />ALLOWABLE LOADS
<br />CONNECTOR
<br />CITY
<br />TYPE
<br />JUPLIFT
<br />Ib'j 0 1.0
<br />(11.10 1.6
<br />LAT RAL
<br />(lbs) E
<br />@ 1.6
<br />META16
<br />a
<br />0-148'.1-1/2'
<br />-
<br />-
<br />IF12:171-70
<br />HETA16
<br />9
<br />0.148"WI-1/2"
<br />1810
<br />Fl: 340
<br />F2: 770
<br />(2) META16
<br />P I -ON
<br />10
<br />0.148"91-1/2-
<br />1875
<br />Fl: 690
<br />F2 770
<br />(2) META16
<br />40 2- or 3-olg
<br />14
<br />0.162-X3-1/2-
<br />1795
<br />Fl 1285
<br />F2: IDBO
<br />(2) HETA16
<br />10
<br />0.148".a-i/2"
<br />2920
<br />FI: 68D
<br />F2; 770
<br />AI-DIV
<br />�Alfi
<br />0 2- or 3-Ply
<br />12
<br />D.162-0-1/2�
<br />2365
<br />Fl ; 1350
<br />F2 1430
<br />HSTM16
<br />a
<br />0,148"xl-112'
<br />1110
<br />Fl; 120
<br />F2: 90
<br />4
<br />114"Al-314� CONC SCREW
<br />LGU
<br />6
<br />3/8' . XTITEN HD
<br />8250
<br />2435
<br />r,
<br />114". 2112- SDSSCREW
<br />MSTC28
<br />36
<br />ON 148". 3 1/4"
<br />- -
<br />3460
<br />MTS12
<br />14
<br />0-148".1-1/2-
<br />990
<br />121 MTS12
<br />28
<br />0.149�xl-112�
<br />15180
<br />MTS16
<br />14 1
<br />0.148"xl-1/2'*
<br />M
<br />HU210-2
<br />i�
<br />/4. 2�3/41"R�ON SCREW
<br />3500
<br />law
<br />1.
<br />14 x 3F
<br />HTS16
<br />32
<br />0,148".1-1/2�
<br />-
<br />2.890
<br />(21NTS16
<br />16
<br />D.148"xl-1/2'
<br />1310
<br />HTS20
<br />24
<br />0-14rxl-1/2�
<br />1310
<br />LSTA12
<br />10
<br />0-148'X2-1/2'
<br />925
<br />LSTAIA
<br />14
<br />0.148-.2-212-
<br />1235
<br />LSTA30
<br />22
<br />D.l48'x2-W"
<br />1640
<br />MSTA24
<br />18
<br />0. 149" X 2 1/2'
<br />-
<br />1,640
<br />J2) MSTA24
<br />36
<br />0. 148" X 2 1/2�
<br />-
<br />3.280
<br />MSTA36
<br />26
<br />0. 148' X 2 112"
<br />-
<br />2.050
<br />(21MSTA36
<br />52
<br />0, 149' X 2 1/2'
<br />4,100
<br />MSTA30
<br />22
<br />CY148"0-1/2"
<br />2050
<br />MSTC28
<br />36
<br />0. 148". 3 1/4'
<br />3,460
<br />MSTC52
<br />62
<br />0.148".3-1/4'
<br />4735
<br />MSrAM24
<br />G.149"X 3'
<br />1.425
<br />12
<br />114- X 2 1/4'
<br />MSTAM36
<br />13
<br />0.148- X 3-
<br />1,870
<br />a
<br />214-X2 1/4�
<br />-
<br />(2) MSTAN136
<br />26
<br />16
<br />11148" X 3"
<br />30' X 2 1/4"
<br />3740
<br />MSTCM4D
<br />10
<br />1/4')K2-1/4- CONIC SCREW
<br />211100
<br />14
<br />0.148"x3-1/4"
<br />GT
<br />Z2
<br />0.148"X3'
<br />396S
<br />Fl 775
<br />I F2- 525
<br />I
<br />5/8'ATR
<br />HGT-3
<br />16
<br />0.148",3"
<br />iO,790
<br />-
<br />2
<br />3/4-ATR
<br />VGTR or L
<br />I
<br />518'ATR
<br />2225
<br />Fl: 650
<br />F2 630
<br />16
<br />1/4'x3l" SDS
<br />VGrRjL
<br />2
<br />5/8"ATR
<br />SS45
<br />Fl; ISSO
<br />F2:630
<br />32
<br />1/4-0- SDS
<br />VGT
<br />I
<br />S/8'ATR
<br />4940
<br />Fl: 1185
<br />F2: S90
<br />16
<br />1/4".3" SDS
<br />(2) VIET
<br />2
<br />Sffl�ATR
<br />-
<br />71SS-2ply 8890,
<br />1 3,1,
<br />F1:1185
<br />F2� 590
<br />32
<br />1/4".3"SDS
<br />DTTZZ
<br />1
<br />a
<br />112- ATR
<br />214N3"SDS
<br />-
<br />1825-2.4 .1.
<br />2145-(2)2x4 min
<br />-
<br />-
<br />HTT4
<br />1
<br />5/8- ATR
<br />-
<br />3610
<br />is
<br />(1148'�3-1/2`
<br />HTT5
<br />I
<br />--
<br />4670
<br />26
<br />W
<br />HTTSKT
<br />I
<br />S18'ATR
<br />-
<br />5445
<br />26
<br />SO 1110.2-1/2"
<br />ASU44Z
<br />1
<br />5/8' ATR
<br />7570
<br />19M
<br />12
<br />0.162'x3-112"
<br />ABU66Z
<br />I
<br />S/W ATR
<br />18205
<br />2475
<br />12
<br />0.162'.3-1/2"
<br />W.5A
<br />10
<br />0.131"x2-W�
<br />-
<br />565
<br />Fl: 110
<br />F2: 110
<br />HIOA
<br />18
<br />0-148".1-1/2'
<br />-
<br />1340
<br />Fl: 565
<br />F2: 285
<br />HIOA-2
<br />is
<br />0.14W'xl-V2"
<br />--
<br />logo
<br />Fl 680
<br />F2. 2 60
<br />HUC48
<br />14
<br />2/4-x2-314-CON SCREW
<br />3500
<br />1135
<br />6
<br />0.142"k3�
<br />HUC414
<br />24
<br />1/4-.2-3/4" CONC SCREW
<br />-
<br />SOBS
<br />201S
<br />12
<br />0.141IN3"
<br />LUS26
<br />4
<br />0.140".3'
<br />865
<br />1165
<br />SP+114
<br />12
<br />11148"XI-1/2-
<br />-
<br />Side 64D
<br />Center: 1280
<br />OTC tUps
<br />4
<br />3/16N2-3/4" CONC SCREW
<br />Fl 85
<br />F2 :135
<br />2
<br />A35
<br />12
<br />0.231".1-1/2"
<br />Fl: 650
<br />F2: 670'
<br />SDWC15600
<br />I
<br />SDWC156M
<br />615
<br />Fl: 130
<br />F2 : 225
<br />SDWC15450
<br />I
<br />SDWC15450
<br />295
<br />FZ; 150
<br />HTU26
<br />20
<br />0.162".3-1/2"
<br />32DO
<br />1250
<br />14
<br />0.148'K3"
<br />LGU3.63-SDS
<br />16
<br />1/4- X 2 112-
<br />6.720
<br />5,555
<br />-
<br />12
<br />1/4' X 2 112-
<br />HDUB-SDS2S
<br />1
<br />718" ATR
<br />-
<br />7.870
<br />-
<br />20
<br />1/4" X 2 1/2- SDS
<br />HDUII-SDS2.5
<br />1
<br />1" ATR
<br />-
<br />11,175
<br />-
<br />30
<br />1/4� X 2 1/2" SDS
<br />THD26
<br />20
<br />0.162". 3"
<br />2940
<br />3240
<br />20
<br />0.148'. 11/2'
<br />28
<br />& 162". 3'
<br />4310
<br />4860
<br />16
<br />0,148" 1..
<br />ABBREVIATIONS:
<br />AB
<br />ANCHOR BOLT
<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 />ED
<br />EOLIAL
<br />MIN
<br />MINIMUM
<br />ATR
<br />ALL THREADED ROD
<br />ES
<br />EACH SIDE
<br />MISC
<br />MISCELLANEOUS
<br />BLK
<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 />EXT
<br />EXTERIOR
<br />NTS
<br />NOT TO SCALE
<br />BOT
<br />BOTTOM
<br />FD
<br />FLOOR DRAIN
<br />Oc
<br />ON CENTER
<br />EIRG
<br />BEARING
<br />FDN
<br />FOUNDATION
<br />OFING
<br />OPENING
<br />BTWN
<br />BETWEEN
<br />FIN
<br />FINISH
<br />OPP
<br />OPPOSITE
<br />CANT
<br />CANTILEVER
<br />FUR
<br />FLOOR
<br />PEN
<br />PLYWOOD EDGE NAILUING
<br />CL
<br />CENTERLINE
<br />FN
<br />FIELD NAILING
<br />PLYWD
<br />PLYWOOD
<br />CIP
<br />CAST IN PLACE
<br />Fr
<br />FOOT / FEET
<br />REINIF
<br />REINFORCING/REINFORCEMENT
<br />Ci
<br />CONTROL JOINT
<br />GALV
<br />GALVANIZED
<br />REDD
<br />REOUIRED
<br />CLR
<br />CLEAR
<br />GDR
<br />GIRDER
<br />RD
<br />ROUGH OPENING
<br />CMU
<br />CONCRETE MASONRY UNIT
<br />GRID
<br />GRADE
<br />SC
<br />STUD COLUMN
<br />COL
<br />COLUMN
<br />GWB
<br />GYPSUM WALL BOARD
<br />SHTG
<br />SHEATHING
<br />CONIC
<br />CONCREFE
<br />GYP
<br />GYPSUM
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<br />SIMILAR
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<br />DIAMETER
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<br />DRAWING
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<br />140 WINDSPEED CHARTS
<br />140 WH 2023
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<br />17.1
<br />-35.3
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<br />1 19.2
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<br />1 -5
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<br />Positive Nesadwe
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<br />16
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<br />30.8
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<br />3
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<br />24.0
<br />34L6
<br />-37.7
<br />3080 DOOR
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<br />8
<br />24�0
<br />34.6
<br />-45.1
<br />25SH
<br />4
<br />3
<br />515
<br />S M
<br />15.8
<br />35,6
<br />-3117
<br />60M SGD.
<br />4
<br />6
<br />40.0
<br />33.4
<br />-36,15
<br />28M DOOR
<br />4
<br />167
<br />6,67
<br />17.8
<br />353
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<br />3
<br />5
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<br />1 3
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<br />4
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<br />-49.0
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<br />1 6
<br />8
<br />48.0
<br />318
<br />-36.0 1
<br />DESIGN PRESSURES SHOW ARE MINIMUM ALLOWABLE
<br />VALUES. VAIDES ARE TO BE INCREASED AS
<br />REOUIRED BY MORE STRINGENT LOCAL REOUREMENTS
<br />1000 Fieldstone
<br />0
<br />C.O.A.# ARCHITECURE:
<br />AA26002802
<br />C.O.E.# ENGINEERING:
<br />29349
<br />13 IBRAHEM ELAYEB, PE!-�:
<br />P.E.# 91476
<br />BENJAMIN NIESE, PE
<br />P.E.# 86025
<br />06/20/2024
<br />DATE
<br />STATE
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<br />Michigan
<br />3400 Auburn Rd
<br />Suite 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 />DRAWN BY: � FAE
<br />VERSION: 5.0]
<br />SHEET NAME
<br />REFERENCE
<br />CHARTS
<br />SHEET #
<br />S5.1
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