|
PRECAST LINTEL GRAVITY LOAD TABLE v4.22
<br />LOADS LISTED RAVE SEEN CALCULATED OR CID WILED FROM APPROVED MANUFACTURERS
<br />CAST-CRETE, LOTTS CONCRETE, QUALITY PRECAST CO.
<br />MAXIMUM LOAD (PLF)
<br />APPROX.
<br />LINTELLENGTH
<br />MAX.CUEAR
<br />OPENING
<br />TYPEA
<br />S'UNTtL
<br />8' TYPE B
<br />rTYPEC
<br />12' TYPE 6
<br />22'11YPEC
<br />14' TYPE 8-
<br />l4wTYPEC-
<br />16' TYPE B
<br />16-TYPEC
<br />20' TYPE 3
<br />W-TYPEC
<br />24' TYPE B
<br />24-TYPEC
<br />28' TYPE B
<br />2rTYPEC
<br />BY TYPE 9
<br />32-TV"C
<br />z 10,
<br />r 61
<br />223'.
<br />3069
<br />3729
<br />328C
<br />5163
<br />66C7
<br />8C54
<br />95C2
<br />3059
<br />4605
<br />5206
<br />6113
<br />7547
<br />8974
<br />loom
<br />IOODD
<br />3' 1'
<br />Z 2'
<br />223.
<br />3069
<br />37.9
<br />318C
<br />5163
<br />65C7
<br />BC54
<br />95cz
<br />i DOCC
<br />30159
<br />4605
<br />5206
<br />6113
<br />7547
<br />8974
<br />IDOOD
<br />100DO
<br />Al' 01
<br />28,
<br />1783
<br />2561
<br />2751
<br />32W
<br />382C
<br />489, ,
<br />596-
<br />7034
<br />0�07
<br />2561
<br />4505
<br />520'
<br />5205
<br />6113_
<br />7547
<br />8974
<br />10"
<br />10000
<br />4-6"
<br />12'
<br />1343
<br />2'1C
<br />2992
<br />291
<br />3756
<br />4576
<br />54C.,
<br />6224
<br />1969
<br />4375
<br />OS
<br />5206
<br />6113
<br />7019
<br />0672
<br />10000
<br />!DODO
<br />TV
<br />'438
<br />1716
<br />LU6
<br />-.999
<br />256C
<br />3-32
<br />3166
<br />4249
<br />1349
<br />31"D
<br />R4567
<br />5355
<br />4766
<br />5817
<br />7074
<br />8203
<br />1-4-
<br />4! 0"
<br />rM7
<br />'349
<br />1439
<br />1999
<br />256C
<br />3-32
<br />3686
<br />4649
<br />1349
<br />3090
<br />4567
<br />5365
<br />4766
<br />5817
<br />7074
<br />8203
<br />via,
<br />CIS"
<br />we
<br />-IC5
<br />'1-73
<br />E.
<br />! 60C
<br />1631
<br />2C9C
<br />2549
<br />3-C9
<br />347C
<br />IlDS
<br />2622
<br />4242
<br />4360
<br />3942
<br />1 4989
<br />5817
<br />6662
<br />1. li�
<br />51 2"
<br />710
<br />'232
<br />2� 077
<br />3738
<br />348C
<br />3C3.
<br />37C7
<br />4383
<br />5C6.
<br />i232
<br />.77
<br />27.
<br />3.
<br />13111
<br />.60
<br />8625
<br />7590
<br />r6"
<br />6 2"
<br />570
<br />_
<br />99 1
<br />1729
<br />2108
<br />263'
<br />2,2C5
<br />2698
<br />3-91
<br />36M
<br />991
<br />1729
<br />2 10B
<br />_
<br />263�__
<br />31198
<br />5661
<br />4742
<br />55M
<br />V4"
<br />7101
<br />488
<br />699
<br />1-6C
<br />'.5.6
<br />-626
<br />2564
<br />3486
<br />2818
<br />33C2
<br />699
<br />1245
<br />1516
<br />1193
<br />2564
<br />3486
<br />2964
<br />3397
<br />V 4�
<br />V 011
<br />416
<br />699
<br />-6c
<br />N,A
<br />2564
<br />346
<br />28.8
<br />33C2
<br />699
<br />1245
<br />N/A
<br />1943
<br />2564
<br />3486
<br />2964
<br />3397
<br />20, S'
<br />BY 2'
<br />354
<br />535
<br />89,
<br />1 WA
<br />-2.7
<br />1 DOS 3
<br />2777
<br />2.63
<br />2536
<br />535
<br />1054
<br />N/A
<br />1533
<br />2D93
<br />2781
<br />2259
<br />2615
<br />315
<br />567
<br />891;
<br />N/A
<br />-366
<br />184f
<br />2423
<br />3-27
<br />41C*
<br />567
<br />945
<br />NIA
<br />1366
<br />111
<br />2423
<br />3127
<br />40M
<br />IVY'
<br />ICY all
<br />292
<br />525
<br />673
<br />N/A
<br />1254
<br />1684
<br />2.93
<br />28C5
<br />3552
<br />525
<br />$73
<br />N/A
<br />1254
<br />1584
<br />2193
<br />2805
<br />3552
<br />12'T
<br />1112,
<br />Z77
<br />471
<br />55
<br />AMI/A
<br />LIG75
<br />1428
<br />L838
<br />2�,
<br />28W
<br />472
<br />755
<br />N/A
<br />1075
<br />1428
<br />1838
<br />2316
<br />28821
<br />13',r:
<br />Iz 01
<br />255
<br />471
<br />755
<br />N/A
<br />1 1075
<br />'.428
<br />1 .838
<br />23-6
<br />2535 1
<br />471
<br />755
<br />N A
<br />1075
<br />2428
<br />1838
<br />2316
<br />29M
<br />14'(r
<br />Iz a"
<br />239
<br />424
<br />206
<br />N,'A
<br />1002
<br />326
<br />.697
<br />2.27
<br />2278
<br />424
<br />706
<br />N/A
<br />1002
<br />1328
<br />1697
<br />2127
<br />2630
<br />1418,
<br />131
<br />NIA
<br />N/A
<br />N,'A
<br />1
<br />WA
<br />N,,A
<br />N/A
<br />NI
<br />N �'A
<br />N/A
<br />-N/A
<br />783*
<br />IN A
<br />1231
<br />1421v
<br />1779*
<br />21W
<br />2662'
<br />15, Ir
<br />14! G'
<br />N/A
<br />N,A
<br />NiA
<br />N/A_
<br />N/A
<br />N� �A
<br />N/A
<br />N/A
<br />NiA
<br />N/A
<br />710'
<br />N/A
<br />111510-
<br />1331-
<br />16450.
<br />2D32a
<br />2459-
<br />17"r
<br />16 0'
<br />N/A
<br />WA
<br />N,A
<br />N, A
<br />N/
<br />N,A
<br />N/A
<br />N,A
<br />NIA
<br />N/A
<br />5'*
<br />N/A
<br />952*
<br />1117'
<br />1379'
<br />1671-
<br />1997'
<br />191
<br />Isro'
<br />-
<br />NUA
<br />WA
<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 />75D*
<br />qw.
<br />1177-
<br />1415'
<br />1675-
<br />2D'O'
<br />it fr'
<br />NIA
<br />N"A
<br />WA
<br />N;'A
<br />N/A
<br />N/A
<br />N, A
<br />WA
<br />NIA
<br />N.-A
<br />340'
<br />N/A
<br />598'
<br />845*
<br />1114'
<br />1345'
<br />1469'
<br />24'T
<br />2Z 111'
<br />N/A
<br />N'�
<br />N, A
<br />N
<br />N'A
<br />N,';,
<br />N"A
<br />N, A
<br />WA
<br />NIA
<br />M'
<br />650*
<br />.8w
<br />1090-
<br />1220-
<br />I-PRESTRESSED Ir W/2" RECESS U-UNTE�5
<br />Type A= Unfilled no Reber; Type 8= Continuous Gou:, Steel perPlan in Bond Beam Only; Type C = Conunous Gmu-,Szeel per plan In Bond
<br />Beam L Lintel
<br />LEGEND
<br />* 8x8 FILLED CELL W1 (1) #5 REBAR
<br />BEAMS
<br />8X8 FILLED CELL W/ (1) #7 REBAR
<br />HEADER - WIDTH TO MATCH WALL
<br />GIRDERS
<br />8X8 FILLED CELL W/ NO REBAR REOD -
<br />- - ------
<br />PLUMBING WALLS (FOR REFERENCE)
<br />-----------
<br />BEARING/SHEAR WALLS (FOR REFERENCE)
<br />45' CMU - FILL CELLS W/ #5 REBAR
<br />ROOF BLOCKING
<br />2X12 FILLED CELL W/ #4 REBAR
<br />(11N WALL)
<br />BALLOON FRAMED
<br />2X12 FILLED CELL W/ #4 REBAR
<br />WALLSIHIGHER BEARING WALLS
<br />(11N COLUMN)
<br />CONCRETE TIE BEAMS
<br />lv� ELEVATION INDICATOR
<br />PLUMBING PENETRATION FOR
<br />DETAIL INDICATOR
<br />FRAMING LAYOUT
<br />LINTEL OR WOOD HDR DESIGNATION
<br />OPEN SIZE (ALL WOOD HDR'S TO BE (2) PLY U.N.O.)
<br />0- BRACED WALL UNE
<br />FASTENERS
<br />ALLOWABLE LOADS
<br />CONNECTOR
<br />CITY
<br />I
<br />TYPE
<br />JUPLIFF
<br />110 1.0
<br />Obs) 0 16
<br />(LATER
<br />R.) @ 1.6
<br />META16
<br />a
<br />0.14rxl-1/2-
<br />11:140
<br />F2 : 770
<br />HETAIS
<br />9
<br />0.14111"11
<br />11110
<br />Fl: 360
<br />f2 770
<br />f2) METAIG
<br />* I -ON
<br />10
<br />0.14ra-1/2"
<br />1875
<br />Fl. 680
<br />F2 770
<br />(2) META16
<br />62-3-.1.
<br />14
<br />0.162*.3-1/2'
<br />1795
<br />FI 1285
<br />r F2: 1.
<br />(2) HETAIG
<br />@ 1-PIM
<br />10
<br />I
<br />0.148-xl-1/2'
<br />1920
<br />FI 690
<br />F2 770
<br />(2) HETA16
<br />0 2- or 31
<br />12
<br />0.162'K3-1/2"
<br />2365
<br />FI: 1350
<br />F2 � 1430
<br />H 116
<br />S'rN_
<br />8
<br />0.148'.1-1/2'
<br />1110
<br />FI: 120
<br />F2: 90
<br />4
<br />114"Al-314- CONC SCREW
<br />LGLINVII-2
<br />6
<br />3/8' '�L
<br />E-4 TEN '-
<br />.250
<br />2-5
<br />6
<br />4-. 2 1/� .7��CL
<br />REW
<br />MSTC28
<br />36
<br />0. 148P x 3 1/4"
<br />3460
<br />MTS12
<br />14
<br />0.148"xl-1/2'
<br />990
<br />-
<br />(21 MTS12
<br />28
<br />0.1411'xI-Inp
<br />im
<br />-
<br />MTS16 1
<br />14 1
<br />0.148-al-in.
<br />990
<br />HU210.2
<br />2
<br />/4" x 2 t� SCREW
<br />3SOO
<br />law
<br />10
<br />3
<br />WS16
<br />32
<br />0.148'.1-212"
<br />-
<br />2.890
<br />(ZINTS16
<br />16
<br />0.1411"ll-W"
<br />-
<br />1310
<br />FITS20
<br />24
<br />0.1""XI-In'
<br />1310
<br />LSTA12_
<br />10
<br />0.1411".2-ln"
<br />925
<br />LSTA18
<br />14
<br />0.148-M2-1/2'
<br />1235
<br />LSTA30
<br />22
<br />0.148'x2-1/2"
<br />164D
<br />MSTA24
<br />is
<br />0. 148' X 2 1/2"
<br />1,640
<br />(2) MSTA24
<br />36
<br />0. 148- X 2 112'
<br />3.2110
<br />MSTA,36
<br />26
<br />0. 148' X 2 1/2'
<br />2ASO
<br />(21MSTA36 1
<br />52
<br />0, 148' X 2 112-
<br />41DO
<br />MSTA30
<br />22
<br />0.148".2-In"
<br />2060
<br />MSTC20
<br />36
<br />0.148'. 3 1/4'
<br />3,400
<br />IVII
<br />62
<br />0.148"K3-1/4"
<br />4735
<br />MSTAM24
<br />9
<br />0 148" X 3"
<br />1.425
<br />5
<br />i7�- X 2 1/4-
<br />MSTAM36
<br />13
<br />0.148"X 3"
<br />1.870
<br />11
<br />IJ4' X 2 1/4'
<br />(2) MSTAM36
<br />26
<br />16
<br />0.148 " 3"
<br />w xi!�74-
<br />3740
<br />MSTCMNMo
<br />10
<br />1/4"x2-1/4"CONC SCREW
<br />2.
<br />14
<br />0.148"x3-114"
<br />MGT
<br />22
<br />0.148".3'
<br />3965
<br />Fl 775
<br />F2: 52S
<br />I
<br />5t8'ATR
<br />HGT-3
<br />16
<br />C.lT8-.3'
<br />10.790
<br />2
<br />314'ATR
<br />V6TR or L
<br />5/8'ATR
<br />2225
<br />FI: 6�0
<br />F2 630
<br />16
<br />1/4"x3- SOS
<br />VGTRjL
<br />2
<br />9362
<br />S/2'ATR
<br />55,45
<br />FI: 650
<br />F2 630
<br />32
<br />1/4-x3- SDS
<br />VGT
<br />SA!"ATIR
<br />4940
<br />Fl � 1105
<br />F2: SW
<br />16
<br />1/4-xEl� SDS
<br />(2) VGr
<br />2
<br />5/8"ATR
<br />17185-2pty @ago-
<br />3.1,M
<br />F1 1185
<br />F2 590
<br />1/4.3" SDS
<br />DTT2Z
<br />1
<br />8
<br />1/2' ATR
<br />114"WSIDS
<br />1825-20 ml.
<br />21454212*4min
<br />-
<br />HTT4
<br />I
<br />5/8-ATR
<br />3610
<br />is
<br />0. 14M'x3- In'
<br />HTTS
<br />I
<br />4670
<br />26
<br />MiAT
<br />7;_
<br />BI
<br />HTT5ICr
<br />1
<br />5"S
<br />-M
<br />n��12-
<br />ABU44Z
<br />1
<br />5/11- ATIR
<br />7570
<br />1900
<br />12
<br />0.162-a3-1/2-
<br />ABU66Z
<br />1
<br />5/8- ATIR
<br />18205
<br />247S
<br />12
<br />0.162"x3-1/2"
<br />H2.SA
<br />10
<br />0.131".2-W"
<br />-
<br />565
<br />FI 110
<br />F2: 110
<br />H 10A
<br />is
<br />0.148"xl-1/2'
<br />-
<br />1340
<br />Fl . 565
<br />F2 285
<br />HIOA-2
<br />It
<br />0.1411"xl-112"
<br />1000
<br />F1 6210
<br />F2 260
<br />HUC48
<br />14
<br />1/4"M2-3/4" CON� SCREW
<br />3500
<br />1135
<br />6
<br />0.1411'x3
<br />HUC414
<br />24
<br />114".2-SCREW
<br />-
<br />-1-1
<br />12
<br />M?Ii�
<br />LUS26
<br />4
<br />0,148"X3'
<br />865
<br />1265
<br />SF414
<br />12
<br />0.1481
<br />side 640
<br />Cefflv: 1290
<br />OTC clip,
<br />4
<br />31 CONC SCREW.
<br />--
<br />-
<br />Fl: IS
<br />F2: 135
<br />2
<br />0.131".2-1/2'
<br />A35
<br />12
<br />-
<br />FI 650
<br />F2 6 704
<br />SDWC15600
<br />I
<br />SDWC1560D
<br />615
<br />F1 130
<br />F2 225
<br />SDAVC15450
<br />I
<br />SDWC15450
<br />295
<br />F2: ISO
<br />HTU26
<br />20
<br />0.162".3-1/2"
<br />3200
<br />1250
<br />14
<br />0.148'.3"
<br />LGU3.63-SDS
<br />1�
<br />� �
<br />6,720
<br />53SS
<br />12
<br />�4'
<br />4- X 2
<br />4DU8-SDS2.S
<br />7,870
<br />TIO
<br />�A
<br />'27105
<br />HDUIll-SDS2.S
<br />1
<br />1' ATR
<br />-
<br />11.17S
<br />30
<br />1/4 - X 2 112- SDS
<br />THD26
<br />20
<br />0.162'. 3"
<br />2-
<br />3240
<br />20
<br />0. 148' x 11/2"
<br />FT-7- 2
<br />28
<br />'
<br />4310
<br />4060
<br />1
<br />16
<br />_0.162"!3
<br />0.148' x 3.
<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 NAILING
<br />MFR
<br />MANUFACTURER
<br />ARCH
<br />ARCHITECT/ARCHITECTURAL
<br />ED
<br />EQUAL
<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 />BUKG
<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 />CDC
<br />ON CENTER
<br />BRIG
<br />BEARING
<br />FDN
<br />FOUNDATION
<br />OPNG
<br />OPENING
<br />B1WN
<br />BETWEEN
<br />FIN
<br />FINISH
<br />OPP
<br />OPPOSITE
<br />CANT
<br />CANTILEVER
<br />FLR
<br />FLOOR
<br />PEN
<br />PLYWOOD EDGE NAILING
<br />CL
<br />CENTERLINE
<br />FINI
<br />FIELD NAILING
<br />PLYWD
<br />PLYWOOD
<br />CIP
<br />CAST IN PLACE
<br />FT
<br />FOOT / FEET
<br />REINF
<br />REINFORCINGIREINFORCEMENT
<br />Ci
<br />CONTROLJOINT
<br />GAL-V
<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 />CONIC
<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
<br />DBIL
<br />DOUBLE
<br />HDR
<br />HEADER
<br />SPIF
<br />SPRUCE PIR FIR #142 OR BETTER
<br />DIA
<br />DIAMETER
<br />ILO
<br />IN LIEU OF
<br />TYP
<br />TYPICAL
<br />I DWG
<br />DRAWING
<br />IIN
<br />INCH
<br />IUNO
<br />UNLESS NOTED OTHERWISE
<br />140 WINDSPEED CHARTS
<br />140 MPH 2023
<br />FIL - C & C Pressures (ASCII
<br />Efted[w Wind A-
<br />Gable Roof Components
<br />I HIPIU,.1' mp-,
<br />W.11C.Impnent,
<br />zone I
<br />2_
<br />Z27 3_49
<br />Z- 1
<br />1 Zone 2
<br />Zone 4
<br />A� 100 SQFT(Grde,$)
<br />1
<br />3
<br />je
<br />17.1
<br />42.7
<br />1 17.1
<br />0
<br />14.8
<br />-30.3
<br />1 14S
<br />-36.5
<br />14 8-13
<br />36,5
<br />31.1
<br />1 -34.1
<br />A. 50 SOFT IMAM n do- 1
<br />.4
<br />1 19.2
<br />1 -54.9
<br />1
<br />&7
<br />-36.0
<br />1 18U7
<br />-32.7
<br />1 18.7
<br />419
<br />- -
<br />327
<br />7 -359
<br />1 32 -7
<br />1 -413
<br />A� ]LOSCIFr(Fas-en-
<br />4.2
<br />1 -83LI
<br />1 24�2
<br />1 -96.6
<br />2T�
<br />-49.0
<br />1 11 1
<br />11 1
<br />1 11 3
<br />11 5
<br />-
<br />1 -19.7
<br />1 365
<br />1 -49.0
<br />Componentsarld Cladding Preswires(ASID) - 2023 FL
<br />Positive Neeadve
<br />Width Height Effect- Pressure PresIaire
<br />D2Kd2dM Z= 1111 iftj Area Ift2l Lofl LRS91
<br />16070 OHM
<br />---
<br />16
<br />7
<br />112
<br />30.8
<br />1 -34,4
<br />3069
<br />w/3010 TR
<br />ENDS
<br />3
<br />a
<br />24,0
<br />34.6
<br />-45,1
<br />3D68
<br />w/3010 TR
<br />4
<br />3
<br />a
<br />29LO
<br />34.6
<br />-37.7
<br />309D DOOR
<br />ENDS
<br />3
<br />a
<br />24,0
<br />34.6
<br />-453
<br />25SH
<br />4
<br />3
<br />5.25
<br />15.8
<br />35.6
<br />-311.7
<br />SON SM
<br />4
<br />6
<br />6.67
<br />40.0
<br />1 314
<br />-36.6
<br />28M DOOR
<br />4
<br />Z67
<br />6.67
<br />27.8
<br />35.3
<br />-31111.3
<br />305M
<br />4
<br />3
<br />5
<br />15.0
<br />35.7
<br />-38.8
<br />305DSH
<br />INDS
<br />35.7
<br />-47 3
<br />204M
<br />ENDS
<br />2
<br />4
<br />1LO
<br />3&S
<br />-4 0
<br />6011110 SGD
<br />4
<br />6
<br />8
<br />48LO
<br />32.8
<br />-3ro
<br />DESIGN PRESSURES SHOW ARE MINIMUM ALLOWABLE
<br />VALUE& VALUES ARE TO BE INCREASED AS
<br />REQUIRED BY MORE STRNGENT LOCAL REQUIREMENTS
<br />ORD Fieldstone
<br />0
<br />C.O.A.# ARCHITECURE:
<br />AA26002802
<br />C.O.E.# ENGINEERING:
<br />29349
<br />0 IBRAHEM ELAYEB, PE
<br />P.E.# 91476
<br />N BENJAMIN NIESE, PE
<br />P.E.# 86025
<br />05/30/2024
<br />DATE
<br />10
<br />No. 86025--,/,.,-/" -P,
<br />STATE
<br />oil
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<br />2
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<br />Michigan
<br />3400 Auburn Rd
<br />Suite 2DO
<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 />VERSIO
<br />SHEET NAME
<br />REFERENCE
<br />CHARTS
<br />SHEET #
<br />S5011
<br />
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