|
PRECAST LINTEL GRAVITY LOAD TABLE 4.21
<br />LOADS LISTED RAVE SEEN CALCULATED OR COMPILED FROM APPROVED MANUFACTURERS:
<br />CAST-CRETE, LOTTS CONCRETE. QUAUTYPRECASTCO.
<br />MAX IMUM LOAD jPLFI
<br />APPROX.
<br />L14TELLENGTH
<br />MIA.CLEAR
<br />OPENING
<br />TYPEA
<br />rUNTEL
<br />Ir TYPE B
<br />r1YPEC
<br />12'TYPES
<br />12"TYKC
<br />14'TYKB-
<br />14"TYKC-
<br />1fi'1YPEB
<br />WTYPEC
<br />20'TYPES
<br />2(r7YPEC
<br />24'TVPEB
<br />24"TYPEC
<br />29'TYPEB
<br />2rTYPEC
<br />31,TYPEB
<br />3rTYPEC
<br />z IT
<br />T 61
<br />2231
<br />3069
<br />3719
<br />328C
<br />5163
<br />66C7
<br />SC54
<br />95C2
<br />ICOCC
<br />3059
<br />4605
<br />5205
<br />6119
<br />7547
<br />8974
<br />a
<br />IDOOD
<br />100DO
<br />3' 6�
<br />r r
<br />2231
<br />3069
<br />3719
<br />328C
<br />5iba
<br />6607
<br />8054
<br />95C2
<br />iGOG.
<br />3069
<br />4605
<br />5206
<br />6113
<br />7547
<br />SE974
<br />I=
<br />4-0-
<br />r sp
<br />1793
<br />256-
<br />2751
<br />3233,
<br />3820
<br />489C
<br />5961
<br />7034
<br />8107
<br />2561
<br />4605
<br />5205
<br />6113
<br />7547
<br />8974
<br />2DUCO
<br />1OODO
<br />4'6"
<br />1
<br />32*
<br />3
<br />1343
<br />2-1C
<br />2992
<br />293:
<br />375E
<br />4576
<br />540C
<br />6224
<br />1969
<br />4375
<br />5206
<br />6113
<br />7019
<br />8672
<br />11001010,
<br />100DO
<br />4'r
<br />y r
<br />17
<br />1217
<br />'349
<br />1438
<br />1716
<br />1999
<br />256C
<br />3�K
<br />3686
<br />4249
<br />1349
<br />30901
<br />456
<br />5365
<br />4766
<br />5817
<br />7074
<br />$203
<br />514.
<br />Ar 01'
<br />WIDE
<br />TUDGE
<br />r
<br />1438
<br />'716
<br />'999
<br />256C
<br />3132
<br />3686
<br />4649
<br />1349
<br />31190
<br />4567
<br />5365
<br />4766
<br />5017
<br />7074
<br />8203
<br />5 ic,
<br />C61
<br />BISEG
<br />No
<br />iiCS
<br />1173
<br />160C
<br />ie3i
<br />209C
<br />2549
<br />3009
<br />34X
<br />1205
<br />2522
<br />*242
<br />4360
<br />3942
<br />4u9
<br />5317
<br />6662
<br />616
<br />72'
<br />711C
<br />'232
<br />21' 77
<br />3738
<br />3481
<br />3C31
<br />3707
<br />4383
<br />Sc6i
<br />�11
<br />2177
<br />273B
<br />1 34M
<br />5361
<br />1 23W
<br />9625
<br />7590
<br />7'6-
<br />6 2'
<br />570
<br />99i
<br />1729
<br />2108
<br />2632
<br />2205
<br />2698
<br />3191
<br />3695
<br />991
<br />2729
<br />210B
<br />2632
<br />31119111
<br />5662
<br />4742
<br />55M
<br />1- 4"
<br />70'
<br />488
<br />699
<br />ii6c
<br />1516
<br />1626
<br />2564
<br />3496
<br />281A
<br />3302
<br />699
<br />1245
<br />1516
<br />IB43
<br />2564
<br />34M
<br />2964
<br />3397
<br />9'4"
<br />go,
<br />416
<br />699
<br />116C
<br />JN'A
<br />1625
<br />2564
<br />3486
<br />2816
<br />3302
<br />099
<br />1245
<br />N A
<br />1843
<br />2564
<br />3496
<br />2964
<br />33ff?
<br />MY 6'
<br />Sf 21
<br />354
<br />535
<br />99C
<br />N A
<br />�247
<br />2C93
<br />2777
<br />2163
<br />2536
<br />535
<br />2054
<br />N/A
<br />L533
<br />2093
<br />2731
<br />2259
<br />2615
<br />III Ir
<br />IV V`
<br />315
<br />567
<br />89C
<br />N/A
<br />1356
<br />19"
<br />2423
<br />3127
<br />4006
<br />567
<br />945
<br />IN A
<br />IN A
<br />1355
<br />a"
<br />2423
<br />3127
<br />4005
<br />U, 111"
<br />211 r
<br />292
<br />525
<br />873
<br />N A
<br />N A
<br />1254
<br />1664
<br />2193
<br />2805
<br />3552
<br />525
<br />873
<br />IN A
<br />N A
<br />1254
<br />Iw
<br />2193
<br />2w5
<br />3552
<br />12'kr
<br />Irr
<br />777
<br />471
<br />755
<br />NA
<br />IN A
<br />R
<br />IC75
<br />1428
<br />1638
<br />2316
<br />2sw
<br />472
<br />755
<br />N A
<br />NE A
<br />21175
<br />14213
<br />18A
<br />2316
<br />2BO3
<br />13',r
<br />IzV`
<br />255
<br />471
<br />755
<br />N, A
<br />N/A
<br />1075
<br />1428
<br />1838
<br />2316
<br />2535
<br />471
<br />755
<br />A
<br />N A
<br />1075
<br />2428
<br />1838
<br />2316
<br />28M
<br />14'V
<br />i?r
<br />239
<br />424
<br />7N
<br />N/A
<br />1002
<br />;326
<br />A97
<br />2.27
<br />2278
<br />1 424
<br />1 706
<br />N/A
<br />1OD2
<br />1328
<br />1697
<br />2127
<br />2630
<br />L4'9
<br />IY 4'
<br />NIA
<br />NIA
<br />N!A
<br />N/A
<br />N/A
<br />N/A
<br />WA
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />783*
<br />N/A
<br />1234'
<br />1421*
<br />1779-
<br />2188'
<br />2662*
<br />is, r
<br />Ile or
<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 />0.
<br />N/A
<br />IISD*
<br />1331*
<br />Lew.
<br />203r
<br />2499'
<br />17'r
<br />160,
<br />PN/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />NIA
<br />N/A
<br />N/A
<br />N/4
<br />N/A
<br />NIA
<br />BAB*
<br />NIA
<br />952-
<br />1117-
<br />1379*
<br />1671-
<br />1997-
<br />19'4'
<br />IV 01
<br />N/A
<br />N/
<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 />750'
<br />91.
<br />1177*
<br />1415-
<br />1675*
<br />2D, a
<br />lee,
<br />NIA
<br />NIA
<br />N' 'A
<br />N/A
<br />NIA
<br />N;A
<br />N/A
<br />N/A
<br />N/A
<br />IN/A
<br />340'
<br />N/A
<br />598-
<br />845-
<br />1114'
<br />1345*
<br />1468*
<br />24' 9
<br />21 S'
<br />N/A
<br />N/A
<br />N/A
<br />NIA
<br />N/A
<br />N, A
<br />N/A
<br />NIA
<br />N/A
<br />N/A
<br />25--
<br />N/A
<br />4SD*
<br />ISSO'
<br />'SW
<br />. IDW
<br />1220-
<br />'PRESTRESSED "IT W/2' RECESS LIL NTELS
<br />Typ e A - Unfilled no ?Aber, Type 8 = Continuous Grout, Steel per Plan In Bond Beam Only; Type C = Continous Grout,Steel per plan in Bond
<br />Beam III Lintel
<br />LEGEND
<br /># SX8 FILLED CELL W/ (1) - #5 REBAR
<br />BEAMS
<br />ffiff SX8 FILLED CELL W/ (1) - #7 REBAR
<br />FQ� 8X8 FILLED CELL W/ NO REBAR REDD -------------
<br />HEADER - WIDTH TO MATCH WALL
<br />GIRDERS
<br />PLUMBING WALLS (FOR REFERENCE)
<br />S' CMU - FILL CELLS W/ #6 REBAR .............
<br />�77
<br />BEARINGISHEAR WALLS (FOR REFERENCE)
<br />ROOF BLOCKING
<br />12xl2 FILLED CELL W1 #4 REBAR
<br />(IN WALL)
<br />BALLOON FRAMED
<br />12X12 FILLED CELL W1 #4 REBAR
<br />(IN COLUMN
<br />WALLSMIGHER BEARING WALLS
<br />CONCRETE TIE BEAMS
<br />ELEVATION INDICATOR
<br />DETAIL INDICATOR
<br />PLUMBING PENETRATION FOR
<br />FRAMING LAYOUT
<br />UNTEL OR WOOD HDR DESIGNATION
<br />OPEN SIZE (ALL WOOD HOR'S TO BE (2) PLY U.N.O.)
<br />0- BRACED WALL LINE
<br />FASTENERS
<br />ALLOWABLE LOADS
<br />CONNECTOR
<br />CITY
<br />TYPE
<br />'BRA'ATY
<br />lbs) 1.0
<br />UPLIFT ObO 0 L6
<br />LATERAL
<br />(Ibil @ 1�45
<br />MUA16
<br />a
<br />1450
<br />FI.340
<br />F2: 770
<br />HETAIG
<br />9
<br />0.14r-d-In'
<br />11110
<br />F1 340
<br />F2.770
<br />(2) METALUS
<br />a 1-01V
<br />10
<br />0.14r.1-1/2-
<br />1875
<br />FI:680
<br />F2 � 770
<br />W META16
<br />A.
<br />14
<br />0.162"K3-1/2"
<br />179S
<br />1.1285
<br />FF2 � ING
<br />(2) HETAI 6
<br />0 I-AMN,
<br />10
<br />1
<br />01411"NI-In"
<br />1920
<br />FL:680
<br />F2:770
<br />J2) HETAIS
<br />0 2- or 3-ply
<br />12
<br />0.162'.3-In-
<br />2365
<br />Fl: 1350
<br />F2: 1430
<br />HSTMILIS
<br />a
<br />0.14r.1-2/2'
<br />1110
<br />F1:12D
<br />F2: 90
<br />1/4"XI-3/4" CONIC SCREW
<br />IGUNQB-2
<br />6
<br />r4
<br />3/8" It Ir TITEN HD
<br />8250
<br />2435
<br />6
<br />1/4". 2 212" SDS SCREW
<br />MSTC28
<br />36
<br />10.1418'x3114"
<br />3460
<br />MTS12
<br />14
<br />0-148-W2-V2-
<br />990
<br />(2) MTS12
<br />28
<br />0-141111
<br />1980
<br />MISIAS 1
<br />14 1
<br />0.141rxl-IA-
<br />990
<br />HU210-2
<br />is 1
<br />1/4x 2=MC SCREW
<br />3sw
<br />1800
<br />TO
<br />3.
<br />HTSIS
<br />32
<br />0.1411
<br />2,890
<br />121HTS16
<br />0.141rNl-In'
<br />1310
<br />KrS"
<br />24
<br />D-148-44P-
<br />1310
<br />LSTA12
<br />10
<br />0.148'.2-1/2"
<br />92S
<br />LSTAIIII
<br />14
<br />0.142".2-112"
<br />123S
<br />LSTA30
<br />22
<br />0.148".2-In-
<br />1640
<br />MSTA24
<br />BILL 148"X 2 112'
<br />1,640
<br />(2) MSTA24
<br />36
<br />0.149- X 2 Ilr
<br />3,280
<br />MSTA36
<br />26
<br />a 1481, X 2 1121
<br />2050
<br />(2)MSTA36
<br />52
<br />0-148" X 2 1/2'
<br />4,100
<br />MSTA30
<br />22
<br />0.148'.2-In'
<br />2050
<br />MSTC28
<br />36
<br />0.148` x 3 114�
<br />3.460
<br />MSTCS2
<br />62
<br />OA41rx3-114"
<br />4735
<br />IVESTAM24
<br />0.1411" X 3"
<br />1.425
<br />--t-
<br />5
<br />1j4' X 2 1/4"
<br />MSTAM36
<br />13
<br />0.14#`X 3"
<br />1,870
<br />a
<br />2/4' X 2 114"
<br />(2)l MSTAM36
<br />26
<br />1,
<br />0.1411'X r
<br />1/4" X 2 1/4'
<br />3740
<br />MSTCM40
<br />10
<br />2/4N2-114' CONC SCREW
<br />2800
<br />1
<br />14
<br />0.148".3-1/4"
<br />MGT
<br />22
<br />0.148.3'
<br />3965
<br />Fl:775
<br />F2:525
<br />I
<br />5/8"ATR
<br />HGT-3
<br />16
<br />0.148"x3"
<br />10,790
<br />--
<br />2
<br />3/4"ATR
<br />V6TR or L
<br />I
<br />518"ATR
<br />2225
<br />FIL 650
<br />F2�630
<br />16
<br />I/4"X3- SDS
<br />VGrR/L
<br />2
<br />$18 ATR
<br />5545
<br />FIE: 650
<br />FZ:630
<br />32
<br />114!""505
<br />VEIT
<br />I
<br />518"ATR
<br />49W
<br />FI:1186
<br />F2:S90
<br />16
<br />1/41*3" SDS
<br />J21 VGr
<br />--
<br />2
<br />Still. AIR
<br />7185-2ply @890-
<br />I.I.
<br />F1.11115
<br />F2� SW
<br />32
<br />V 3'SDS
<br />_
<br />DTT22
<br />1
<br />a
<br />1/2� AIR
<br />I14*.3"SDS
<br />18 25.2a mi.
<br />21454212x4rain
<br />HTT4
<br />I
<br />S/B"ATR
<br />3610
<br />HTTS
<br />1
<br />SA' AIR
<br />4670
<br />26
<br />0.1411`0"
<br />HTT5KT
<br />I
<br />5/8'ATR
<br />5445
<br />26
<br />SDXlOx2-W'
<br />ABU"Z
<br />1
<br />5/8' AIR
<br />7570
<br />1900
<br />12
<br />0.162, x3-1/2'
<br />ASU66Z
<br />1
<br />102%
<br />2475
<br />12
<br />H2.SA
<br />10
<br />0.131-.2-In-
<br />-
<br />S65
<br />FI:110
<br />F2: 110
<br />HIGA
<br />is
<br />-
<br />1340
<br />FI!S65
<br />F2: 23S
<br />N10A-2
<br />'.a
<br />0.148"xI-In'
<br />IDIND
<br />FI:6111
<br />F2:260
<br />MUC48
<br />1.
<br />1/4-x2-314- CONC SCREW
<br />35M
<br />1135
<br />6
<br />0.14r.3'
<br />MLJC414
<br />24
<br />TL/4-.2-31,r Conic SCREW
<br />5085
<br />2015
<br />12
<br />0.14W�,3'
<br />WS26
<br />4
<br />0.148"xr
<br />965
<br />1165
<br />SPH4
<br />12
<br />0.14rxl-w.
<br />I
<br />-
<br />side 640
<br />Center 1290
<br />OTC dhn
<br />4
<br />3/16-0-AW CONIC SCREW
<br />F-85
<br />F2 � 135
<br />2
<br />0.131-.2-In-
<br />A3S
<br />12
<br />0.131'.1-1/2-
<br />--
<br />FI;650
<br />F2:670-
<br />SDWC15600
<br />I
<br />SDWCI%W
<br />615
<br />FI;130
<br />F2 : 225
<br />SDWCI54S0
<br />2
<br />SVWCI545O
<br />295
<br />F2:150
<br />NTU26
<br />20
<br />0.162'.3-1/2'
<br />1200
<br />126C
<br />14
<br />0.1481.31
<br />LGU3.63-SDS
<br />16
<br />114- X 2 2/2'
<br />6.720
<br />5,555
<br />12
<br />2/4- X 2 in-
<br />NDU8-SDS2LS
<br />I
<br />". Ant
<br />- -
<br />7,870
<br />20
<br />2/4- IT 2 1/2- SM
<br />NDUII-SDS2.5
<br />1
<br />1" ATIR
<br />11.175
<br />30
<br />V4-X21/rSDS
<br />TH026
<br />20
<br />0. 16r . r
<br />2940
<br />3240
<br />20
<br />0. Iw x I Ilr
<br />TH023-2
<br />1 28
<br />1 0.162': r
<br />4310
<br />48W
<br />1 16
<br />1 EAi4r r
<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 />EQ
<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 />NIO
<br />MASONRY OPENING
<br />BLKG
<br />BLOCKING
<br />EXP
<br />EXPANSION
<br />NOM
<br />NOMINAL
<br />BOF
<br />BOTTOM OF FOOTING
<br />EXT
<br />OCTERIOR
<br />NTS
<br />NOT TO SCALE
<br />BOT
<br />BOTTOM
<br />FD
<br />FLOOR DRAIN
<br />OC
<br />ON CENTER
<br />BREG
<br />BEARING
<br />FDN
<br />FOUNDATION
<br />OPNG
<br />OPENING
<br />BTWN
<br />BETWEEN
<br />FIN
<br />FINISH
<br />OPP
<br />OPPOSITE
<br />A
<br />ANTILEVER
<br />FUR
<br />FLOOR
<br />PEN
<br />PLYWOOD EDGE NAILING
<br />CL
<br />CENTERILINE
<br />FN
<br />FIELD NAILING
<br />PLYWD
<br />PLYWOOD
<br />CUP
<br />CAST IN PLACE
<br />FT
<br />FOOT / FEET
<br />REINF
<br />REINFORCING/REINFORCEMENT
<br />C.1
<br />CONTROL JOINT
<br />GALV
<br />GALVANIZED
<br />REOD
<br />REQUIRED
<br />CUR
<br />CLEAR
<br />GDR
<br />GIRDER
<br />RO
<br />ROUGH OPENING
<br />CIVIL)
<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 />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
<br />DBL
<br />DOUBLE
<br />HDR
<br />HEADER
<br />SPF
<br />SPRUCE PIR FIR #142 OR BETTER
<br />DA
<br />DIAMETER
<br />11-0
<br />IN UEU OF
<br />TYP
<br />TYPICAL
<br />DWG
<br />DRAWING
<br />IN
<br />INCH
<br />UNO
<br />UNLESS NOTED OTHERWISE
<br />140 WINDSPEED CHARTS
<br />140 MPH 2023
<br />FL - C & C Pressures (ASI
<br />Gable Wool Compn,,, M,
<br />Hip lk,&
<br />Wall Comno-
<br />2- 1
<br />Zme 2
<br />ETE-t'
<br />1 3
<br />Zor,e 4
<br />z- 5
<br />A - 100 SWT (Gd-)
<br />17.1
<br />-35.3
<br />17 1
<br />17.iz73-49-o
<br />4,,z-1
<br />-30.3
<br />14�8
<br />1 -36.5
<br />SZol
<br />14.
<br />_3(
<br />1 5
<br />� 1
<br />1
<br />1
<br />1 ]1��1��311.0
<br />A.SOSO�(Wrtd-)
<br />19.2
<br />1 -40.4
<br />19.,
<br />19.2
<br />1 -63.9
<br />1&7
<br />1 -36.0
<br />18.7
<br />1
<br />9
<br />312�;
<br />1�7;
<br />__ _
<br />317
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<br />1 -41.3
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<br />11 1
<br />4V 11
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<br />Components and Cladding Pressures (ASD) - 2023 FL
<br />Positive Nezative
<br />Width Height Effective Pmnure Presitart,
<br />Dew III Lam U Are a M2) [jilla L23fi
<br />OHGD
<br />---
<br />16
<br />7
<br />112
<br />30.8
<br />-34.4
<br />3068
<br />w/3010 _
<br />ENDS
<br />3
<br />9
<br />24,0
<br />341,15
<br />-45.1
<br />:'Uw
<br />w 3010 TR
<br />4
<br />3
<br />8
<br />24.0
<br />34.6
<br />-37.7
<br />090ED16070
<br />3 _ DO
<br />OOR
<br />ENDS
<br />3
<br />a
<br />2AO
<br />34.6
<br />451
<br />25SH
<br />4
<br />3
<br />5,25
<br />15LS
<br />35.6
<br />-38.7
<br />SOBS SGO
<br />4
<br />6
<br />6.67
<br />410
<br />314
<br />-36,6
<br />2968 DOOR
<br />I
<br />t Z67
<br />6,67
<br />17.8
<br />1 353
<br />-38-3
<br />3050SH
<br />4
<br />3
<br />5
<br />15.0
<br />353
<br />-38.13
<br />M3CWSH
<br />�EN�D5
<br />3
<br />5
<br />1
<br />1 3
<br />47.3
<br />204M
<br />ENDS�
<br />2
<br />4
<br />.�O
<br />6�
<br />-49.0
<br />IS S.
<br />DBOSGD
<br />4
<br />6
<br />a
<br />4&0
<br />1 3Z8
<br />-3&0
<br />DW PRESSURES SHOMINI ARE MINIMUM ALLOWABLE
<br />VALUES. VALUES ARE TO BE INCREASED AS
<br />REOURED By MORE STRINGENT LOCAL REOUREMENTS
<br />Fieldstone
<br />C.O.A.# ARCHITECURE:
<br />AA26002802
<br />C.O.E.# ENGINEERING4--
<br />29349
<br />0 IBRAHEM ELAYEB, PE
<br />P.E.# 91476
<br />N BENJAMIN NIESE, PE
<br />P.E.# 86025
<br />05/29/2024
<br />DATE
<br />T� OF
<br />R191."
<br />10 At.
<br />/11 fill%%\
<br />12 let
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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.
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<br />Tampa, FL 33637
<br />+1 813.466.3310
<br />www.fieldstoneae.com
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<br />SHEET NAME
<br />REFERENCE
<br />CHARTS
<br />k5.1
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