|
0
<br />PRECAST LINTEL GRAVITY LOAD TABLE V4.21
<br />LOADS LISTED RAVE SEEN CALCULATED OR COMPILED FROM APPROVED MANUFACTURERS:
<br />CAST-CRETE. LCITTS CONCRETE, QUALITYPRECASTCO.
<br />WAXINIUM LOAD JPLFI
<br />APPROX.
<br />LINTELLENGTH
<br />MAX.CLEAR
<br />OPENING
<br />TYPEA
<br />8'UNTEL
<br />8' TYPE B
<br />11" TYPE C
<br />12"TYPEB
<br />12"TYPEC
<br />14-TYPEB-
<br />14"TYPEC-
<br />16-TYPEB
<br />16"7YPEC
<br />20"TYPEB
<br />20'TYPEC
<br />24-TYPEB
<br />24'TYPEC
<br />28'TYPEEL
<br />28"TYPEC
<br />3z TYPEB
<br />32"TYPECI
<br />z lop
<br />1`6"
<br />223.
<br />3059
<br />- 37 9
<br />3 28C
<br />51153
<br />66C7
<br />SC54
<br />95G2
<br />lowc
<br />3059
<br />4605
<br />5205
<br />6113
<br />7547
<br />9974
<br />IODOO
<br />103
<br />100DO
<br />3- 6'
<br />Z 2'
<br />2231'
<br />3069
<br />37.9
<br />328C
<br />5.63
<br />66C?
<br />8KC54
<br />95C2
<br />I CxC
<br />3069
<br />4605
<br />5206
<br />611L__
<br />7547
<br />8974
<br />210000
<br />10=
<br />a- 0"
<br />z Ill'
<br />1783
<br />2561
<br />275"
<br />328C
<br />3822C
<br />489C
<br />196-
<br />7 4
<br />8:0
<br />2561
<br />4605
<br />5205
<br />6113
<br />7
<br />7
<br />8974
<br />100MM
<br />IDODD
<br />1. IS,
<br />12"
<br />1343
<br />19e9
<br />2:,C
<br />2992
<br />293.
<br />3756
<br />4576
<br />54CC
<br />6224
<br />1969
<br />4375
<br />5205
<br />6113
<br />7019
<br />'0'9
<br />8672
<br />10000
<br />lOOD0
<br />I'll
<br />34'
<br />1217
<br />349
<br />1438
<br />17.6
<br />1999
<br />- cC
<br />256C
<br />31'32
<br />3666
<br />4249
<br />1349
<br />31M
<br />4567
<br />5355
<br />4766
<br />5817
<br />7074
<br />$203 1
<br />1- 4'
<br />4! C'
<br />=15
<br />9
<br />1138
<br />999
<br />C
<br />25EC
<br />3-32
<br />368C
<br />4649
<br />1349
<br />3M
<br />4567
<br />SX5
<br />4766
<br />5817
<br />7074
<br />8203
<br />5'l(r
<br />4'6'
<br />86C
<br />105
<br />'73
<br />-63.
<br />'C911
<br />2549
<br />3=9
<br />347' ,
<br />IMS
<br />2622
<br />4242
<br />436G
<br />3942 1
<br />4989
<br />5817
<br />6662
<br />1 11�
<br />512,
<br />710
<br />'232
<br />2.77
<br />3738
<br />348C
<br />K 3.
<br />37C7
<br />4363
<br />SC611
<br />1232
<br />2177
<br />2730
<br />3480
<br />53si
<br />8360
<br />8625
<br />7590
<br />7'6"
<br />& 2'
<br />5M
<br />99-1
<br />1729
<br />1-08
<br />63,
<br />22C5
<br />2696
<br />3-91
<br />36W
<br />991
<br />1729
<br />2108
<br />2632
<br />3B98
<br />5661
<br />4742
<br />55M
<br />V 4"
<br />7D'
<br />488
<br />699
<br />1, ISC
<br />.5-15
<br />-626
<br />2564
<br />3486
<br />2818
<br />33C2
<br />699
<br />1245
<br />1516
<br />1043
<br />2564
<br />3486
<br />2964
<br />3387
<br />9- 4�
<br />to,
<br />416
<br />699
<br />-.6c
<br />N.A
<br />�625
<br />2564
<br />3486
<br />28.6
<br />3302
<br />09
<br />1245
<br />N/A
<br />1843
<br />2564
<br />3486
<br />2964
<br />33V
<br />y 21
<br />354
<br />535
<br />89.1
<br />N/A
<br />'-247
<br />2^93
<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 />Ill Ir
<br />10,01,
<br />315
<br />567
<br />89.
<br />NiA
<br />-361
<br />LE46
<br />2423
<br />327
<br />ADDS
<br />567
<br />945
<br />N/A
<br />1366
<br />im
<br />24' 23
<br />3227
<br />4006
<br />1. 1�
<br />111811
<br />292
<br />525
<br />873
<br />N/A
<br />-* 2S A
<br />�664
<br />2.93
<br />28C5
<br />3552
<br />525
<br />873
<br />N/A
<br />1254
<br />1684
<br />2193
<br />2805
<br />3552
<br />ITT
<br />11'2"
<br />277
<br />47�
<br />755
<br />NIA
<br />C75
<br />LE38
<br />23116
<br />2893
<br />471
<br />755
<br />N/A
<br />2075
<br />1428
<br />1838
<br />2316
<br />28M
<br />13, t
<br />lz 0"
<br />255
<br />471
<br />755
<br />NA
<br />C75
<br />1428
<br />A38
<br />2316
<br />2535
<br />471
<br />755
<br />N/A
<br />1075
<br />1428
<br />1838
<br />2316
<br />2883
<br />wo,
<br />lz 6-
<br />239
<br />424
<br />1 7C6
<br />N/A
<br />CCI
<br />1326
<br />1 697
<br />2.21
<br />2276
<br />424
<br />706
<br />N/A
<br />1002
<br />1328
<br />1 1697
<br />2127
<br />2630
<br />l4'Ir
<br />lY 4"
<br />N/A
<br />N/A
<br />WA
<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 />218V
<br />2662*
<br />15, 111"
<br />10 0"
<br />N/A
<br />N!A
<br />WA
<br />N 1; A
<br />N/A
<br />N,,A
<br />N/A
<br />N/A
<br />N/A
<br />NIA
<br />710*
<br />N/A
<br />116D*
<br />2331'
<br />1w.
<br />21132'
<br />2459*
<br />17, r
<br />260,
<br />N/A
<br />N/A
<br />N/A
<br />NiA
<br />NjA
<br />N'A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />542*
<br />N/A
<br />w-
<br />2117'
<br />1379*
<br />1671*
<br />1997*
<br />19, V,
<br />it 01
<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 />NIA
<br />-N/A
<br />�20*
<br />N/A
<br />7"
<br />50
<br />1.-
<br />1177-
<br />1411'
<br />11571'
<br />M, 171
<br />its,
<br />N"
<br />N ' 'A
<br />N 'a
<br />N/A
<br />Nl,'�
<br />"A
<br />N,, A
<br />N/A
<br />N;A
<br />340-
<br />N/A
<br />5 Sis
<br />1-
<br />1466'
<br />24, Of
<br />218'
<br />N/A
<br />NIA
<br />N,g;,
<br />N A
<br />jN/A
<br />"NJ
<br />N, A
<br />WA
<br />N/A
<br />NIA
<br />N/A
<br />250-
<br />45D
<br />(60'
<br />.8n
<br />I 109(r
<br />1220'
<br />PRESTRESSED 9 W/2" RECESS ULUNTE�S
<br />Type A = Unfilled no Rabat; Type 8 = Conzinums Grout. Steel pe, Plan I n Be nd Beam Only; Type C m Cc nzinous Gmut.Steel pe, plan In Bw d
<br />Beam & Lintel
<br />LEGEND
<br /># 8x8 FILLED CELL W/ (1) #5 REBAR
<br />BEAMS
<br />Wj] 8X8 FILLED CELL W/ (1) - #7 REBAR
<br />HEADER - WIDTH TO MATCH WALL
<br />GIRDERS
<br />F01 8X8 FILLED CELL W/ NO REBAR REOD
<br />PLUMBING WALLS (FOR REFERENCE)
<br />BEARINGISHEAR WALLS (FOR REFERENCE)
<br />45'CMU - FILL CELLS W/ �05 REBAR
<br />ROOF BLOCKING
<br />202 FILLED CELL W/ #4 REBAR
<br />(,IN WALL)
<br />BALLOON FRAMED
<br />2X12 FILLED CELL W/ #4 REBAR
<br />WALLSMIGHER BEARING WALLS
<br />(I IN 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 42) PLY U.N.O.)
<br /><�-- BRACED WALL LINE
<br />FASTENERS
<br />ALLOWABLE LOADS
<br />CONNECTOR
<br />' 1
<br />GRAVITY
<br />01,4 0 lD
<br />UPLIFT Uli 0 1.6
<br />LATERAL
<br />Obs) 0 1.6
<br />META16
<br />a
<br />I
<br />0.148-.1-IP-
<br />--
<br />1450
<br />Fl:340
<br />F2: 770
<br />HETA16
<br />9
<br />0.148",a-1/2"
<br />1810
<br />FIE 360
<br />F2: 770
<br />(2) META16
<br />a I-cov
<br />10
<br />0.14r.1-1/2"
<br />IS75
<br />Fl: 690
<br />F2 770
<br />(2) META16
<br />AD 2- or 3-dv
<br />14
<br />0.162'.3-1/2'
<br />1795
<br />FI:1285
<br />F2 � 1080
<br />lo
<br />o.14s -,a-1/2-
<br />1920
<br />F1:690
<br />F2: 770
<br />(2) HETA16
<br />4D 2- or 3-ply
<br />12
<br />1
<br />D.162'.3-1/2
<br />2365
<br />Fl 1350
<br />F2.1430
<br />HSTM16
<br />a
<br />'"48-1-1/2'
<br />1110
<br />Fl:120
<br />F2 90
<br />4
<br />1/4.1-3/4- CONIC SCREW
<br />NQ
<br />6
<br />3/8' x4'TITEN HD
<br />8250
<br />243S
<br />6
<br />1/4". 2 1/2' SIDS SCREW
<br />-C28
<br />36
<br />0.148' x31/4"
<br />3460
<br />-12
<br />14
<br />0.148".1-112-
<br />990
<br />KLGUM28-2
<br />-12
<br />28
<br />0.148".1.112"
<br />19M
<br />MTS16
<br />14
<br />0. 149"X2-1/2"
<br />990
<br />HJ210-2
<br />18
<br />I/C K 2 3/4'C2t EW
<br />SCR
<br />35W
<br />1800
<br />10
<br />0.148" . 3�
<br />HTS16
<br />32
<br />0.148".1-2/2"
<br />2,990
<br />(211,11TS16
<br />16
<br />0.148".1-In"
<br />1310
<br />HTS20
<br />24
<br />11.148-io-IP-
<br />1310
<br />LSTA12
<br />Ill
<br />0.148".2-1/2'
<br />925
<br />LSTAIS
<br />14
<br />0.14411'K2-1/2"
<br />1235
<br />LSTA30
<br />22
<br />1640
<br />MSTA24
<br />is
<br />0.148' X21/2"
<br />1,640
<br />(2) MSTA24
<br />36
<br />0. 148" X 2 1/2'
<br />3,280
<br />MSTAL36
<br />26
<br />0. 149" X 2 1/2"
<br />MO
<br />(21AVISTA36
<br />52
<br />0. 1411- X 2 1/ 2-
<br />4300
<br />MSTA30
<br />22
<br />0.24111".2-lin"
<br />2050
<br />MSTC28
<br />36
<br />0.142'. 3 1/4'
<br />3,460
<br />MSTC52
<br />62
<br />0.l4Irx3-V4"
<br />4735
<br />MSTAM24
<br />9
<br />0.148"2��
<br />1.425
<br />5
<br />1/4" X 2
<br />MSTAM36
<br />13
<br />0.14$'X 3"
<br />1.870
<br />a
<br />1/4' X 2 1/4-
<br />(2) MSTAM36
<br />26
<br />0.148" X 3"
<br />3740
<br />16
<br />lJ4' X 2 1/4"
<br />MSTCM40
<br />10
<br />1/4x2-1/4' CONC SCREW
<br />-
<br />P,
<br />29M
<br />14
<br />0.24B"x3-2/4"
<br />MGT
<br />22
<br />0.148"0'
<br />-
<br />3965
<br />FI:775
<br />F2:52L-
<br />1
<br />518- iTR
<br />NGT-3
<br />16
<br />0.148".3'
<br />-
<br />10.790
<br />2
<br />3/4-ATR
<br />VGTR w L
<br />I
<br />5/8"ATR
<br />-
<br />2225
<br />I
<br />1`1�650
<br />F2;630
<br />16
<br />1/4-x3- SOS
<br />VGTR/L
<br />2
<br />5/8"ATR
<br />-
<br />SS45
<br />F1�650
<br />F2.630
<br />32
<br />1/4.3" SOS
<br />VGT
<br />1
<br />S/B"ATR
<br />-
<br />49W
<br />F1.1185
<br />F2: SW 1
<br />16
<br />1/4"x3" SOS
<br />J2) VGT
<br />2
<br />S/8- ATE,
<br />-
<br />7185-2ply 9890.
<br />Idw
<br />FI:1185
<br />F2 590
<br />a2
<br />1/4"x3"SIDS
<br />DTT2Z
<br />1
<br />a
<br />1/2" ATR
<br />l/4"113"SDS
<br />-
<br />ljB2S-2x4 min
<br />21454212.4 min
<br />HTT4
<br />I
<br />S/8-ATR
<br />-
<br />3610
<br />is
<br />0.148"x3-1/2"
<br />HTTS
<br />I
<br />-
<br />4670
<br />26
<br />1 *34
<br />��A
<br />HTTSXT
<br />I
<br />5t8'ATR
<br />-
<br />5445
<br />26
<br />SDAID.2-1/2"
<br />ASU44Z
<br />I
<br />5Ar'ATR
<br />757-0
<br />19M
<br />12
<br />0.162".3-1/2"
<br />ABU66z
<br />1
<br />5/8' ATR
<br />is__
<br />18205
<br />2475
<br />12
<br />0.162".3-1/2'
<br />N2.5A
<br />10
<br />0.131".2-In"
<br />56S
<br />F1:110
<br />F2; 110
<br />MICA
<br />is
<br />0.14rxl.ln-
<br />1340
<br />li:S61
<br />F2:285
<br />HULOA-2
<br />is
<br />0.148'.1-1/2'
<br />1011110
<br />Fl:680
<br />F2 :260
<br />MUC48
<br />14
<br />1/4-x2-3/4- CONIC SCREW
<br />35W
<br />1135
<br />6
<br />0.148".3"
<br />HUC414
<br />24
<br />1/4"A2-3/4- CONIC SCREW
<br />-
<br />SOBS
<br />2015
<br />12
<br />0.14MIN3"
<br />LUS26
<br />4
<br />0.148'*3'
<br />865
<br />1165
<br />SF444
<br />12
<br />0.1411`xl-1/2�
<br />1
<br />-
<br />Si do 640
<br />1 Center: 1280
<br />DTC chps
<br />4
<br />3/16'x2-3/4" CONC SCREW
<br />Fl 85
<br />F2:135
<br />2
<br />0.132-x2-1/2-
<br />A35
<br />12
<br />0. 13211.1-1/2"
<br />Fl 650
<br />F2 670-
<br />SDWCIV"
<br />I
<br />SDWC156DD
<br />615
<br />F1:13�
<br />F2 : 22S
<br />SDWC1545D
<br />I
<br />SDWC15450
<br />295
<br />F2:150
<br />HTU26
<br />20
<br />0.162',3-1/2'
<br />3200
<br />1250
<br />14
<br />0.14BK3'
<br />LGU3-63.SDS
<br />16
<br />1/4" X 2 1/2-
<br />6.720
<br />5.555
<br />12
<br />1/4"X In'
<br />HDUB-SDSZ.S
<br />1
<br />1,1' Al
<br />7.870
<br />20
<br />1/4-X2 2'SDS
<br />1
<br />2" ATR
<br />r
<br />11,17S
<br />30
<br />1/4 - X 2 112" SD�
<br />20
<br />0.162". 3"
<br />2940
<br />3240
<br />20
<br />0. 148". 11/2"
<br />13.
<br />i4t' � 3
<br />ABBREVIATIONS:
<br />AB
<br />ANCHOR BOLT
<br />EA
<br />EACH
<br />UNIT
<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 />ARCHITECTARCHITECTURAIL
<br />ED
<br />EQUAL
<br />MIN
<br />MINIMUM
<br />ATIR
<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 />BOTrOM OF FOOTING
<br />EXT
<br />EXTERIOR
<br />NTS
<br />NOT TO SCALE
<br />BOT
<br />BOTTOM
<br />FID
<br />FLOOR DRAIN
<br />OC
<br />ON CENTER
<br />BRIG
<br />BEARING
<br />FDN
<br />FOUNDATION
<br />OPNG
<br />OPENING
<br />BTW'N
<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 />CIL
<br />CENTERLINE
<br />FN
<br />FIELD NA]UNG
<br />PLYWD
<br />PLYWOOD
<br />CIP
<br />CAST IN PLACE
<br />FT
<br />FOOT/FEEF
<br />REUNIF
<br />REINFORCINGIREINFORCEMENT
<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 />CIVIL)
<br />CONCRETE MASONRY UNIT
<br />GRD
<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 />SPF
<br />SPRUCE PIR FIR #11#2 OR BETTER
<br />DIA
<br />DIAMETER
<br />ILO
<br />IN LIEU OF
<br />TYP
<br />TYPICAL
<br />DVVG
<br />DRAWING
<br />IN
<br />INCH
<br />-LINO
<br />UNLESS NOTED OTHERVASE
<br />140 WINDSPEED CHARTS
<br />140 MPH 2023
<br />FIL - C & C Pressures (ASD)
<br />Effective WhW Area
<br />Ilable Roof Comp-
<br />tilp Roof C..p-ts
<br />W.11 Compor"'"'s
<br />zone 1
<br />2- 2
<br />Z- 3
<br />1 Z- 2
<br />1 :-� ��
<br />-
<br />Zirrie 4
<br />Zone 5
<br />A � IW SOFT (GI rders)
<br />-35.3
<br />1 17.1
<br />1 -417
<br />17.1
<br />1 -49.0
<br />1 14,8
<br />1 -30.3
<br />1 14.8
<br />1 -3&5
<br />1 14.8
<br />1 - 316 5
<br />31.1
<br />-34.1
<br />32.1
<br />1 -38.0
<br />A<SOSCUFT(VVIndom)
<br />-40.4
<br />1 19�2
<br />-54,9
<br />19.2
<br />-63.9
<br />1 1&7
<br />-36.0
<br />18.7
<br />-32.7
<br />18.7
<br />-45.9
<br />327
<br />-35.9
<br />32.7
<br />-42.3
<br />A41OSCUFT(Fasxeners�
<br />4,2
<br />-8A 1
<br />24 2
<br />98 A
<br />1 )71
<br />490
<br />27.1
<br />.67.5
<br />2711
<br />97 q
<br />...
<br />- 7
<br />36 �
<br />-dqn
<br />Components and Cladding Priessures [ASID) - ZQ23 Fill.
<br />Positive Neitartive
<br />Width Height Effective Pyeswre Presstore
<br />Dew cid Im iw ffli Arealft2l Loft Wt
<br />16= 0HGD
<br />---
<br />1 16
<br />7
<br />1 112
<br />30.8
<br />1 -34,4
<br />3D66
<br />w/3010 TR
<br />ENDS
<br />3
<br />8
<br />X0
<br />346
<br />-45.1
<br />3068
<br />w/3010
<br />4
<br />3
<br />a
<br />24.0
<br />34.6
<br />-37.7
<br />3090 DOOR
<br />ENDS
<br />3
<br />a
<br />211LO
<br />34,15
<br />-45.1
<br />25SH
<br />4
<br />3
<br />5.25
<br />as
<br />35,16
<br />-317
<br />6068 SGD
<br />4
<br />6
<br />&67
<br />40.0
<br />314
<br />-36.6
<br />28M DOOR
<br />4
<br />167
<br />1 6,67
<br />17.8
<br />35.3
<br />-38.3
<br />30505H
<br />4
<br />5
<br />aO
<br />35.7
<br />-36.8
<br />7
<br />ENDS
<br />3
<br />5
<br />15.0
<br />3S.7
<br />473
<br />ENDS
<br />2
<br />4
<br />RD
<br />3&S
<br />-Z
<br />61.
<br />311110 SGD
<br />4
<br />6
<br />8
<br />48.0
<br />3ZB
<br />-3&0
<br />DESO PRESSURES SHOVIN ARE MINIMUM A-LOMABLE
<br />VALUES. VALVES ARE TO BE 04CREASED AS
<br />REWRED BY MORE STRINOT LOCAL REOURDIENTS
<br />020 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 />0 BENJAMIN NIESE, PE
<br />P.E.# 86025
<br />05/30/2024
<br />DATE
<br />��2 E
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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, FIL 33637
<br />+1 811466.3310
<br />www.fieldstoneae.com
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<br />DRAWN BY- FFF��
<br />VERSION: 5.01
<br />SHEET NAME
<br />4: Z REFERENCE
<br />CHARTS
<br />T OF
<br />.-0
<br />RID
<br />SHEET #
<br />S5.1
<br />
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