|
PRECAST LINTEL GRAVITY LOAD TABLE M4.21
<br />LOADS LISTED HAVE BEEN CALCULATED OR COMPILED FROM APPROVED MANUFACTURERS:
<br />CAST-CRETE, LOTrS CONCRETE, QUALITYPRECASTCO.
<br />MAXIIVIUM LOAD (PLFI
<br />APPROX,
<br />LINTEL LENGTH
<br />-X,CLIAI
<br />OPINING
<br />TYPIA
<br />S" LINTEL
<br />1"IYP1B
<br />rIYPEC
<br />11"TYPEII
<br />12'TYPEC
<br />14'-PIB-
<br />14*TYPEC"
<br />I6`TYP1 S
<br />lrMfC
<br />1O`TYPIB
<br />2Ir7YPfC
<br />14"TYPE1
<br />24"TVKC
<br />11"IP113
<br />2rTYPEC
<br />�Z'TYPEB
<br />&rTVPEC
<br />Z IT
<br />1. C
<br />2231
<br />31
<br />3059
<br />3719
<br />32M
<br />5163
<br />6607
<br />1054
<br />9502
<br />IDODO
<br />3m
<br />46115
<br />52315
<br />6313
<br />7547
<br />8974
<br />I=
<br />IBM
<br />7 2"
<br />2231
<br />am
<br />3719
<br />3280
<br />5163
<br />6607
<br />8054
<br />9502
<br />IOODO
<br />3m
<br />4605
<br />5205
<br />6113
<br />7547'
<br />1974
<br />110111100
<br />Iowa
<br />419,
<br />ZS"
<br />1783
<br />2561
<br />2751
<br />3280
<br />38ZO
<br />48N
<br />5961
<br />7034
<br />8107
<br />2961
<br />4605
<br />520
<br />6113
<br />7547
<br />1074
<br />IBM
<br />iowo
<br />a- 6"
<br />12"
<br />Iw
<br />1959
<br />2210
<br />2992 1
<br />2931
<br />3756
<br />4576
<br />54M
<br />6224
<br />im
<br />4375
<br />Sm
<br />4113
<br />7019
<br />W�n
<br />low
<br />I'll.
<br />34'
<br />1349
<br />1439
<br />1716
<br />1999
<br />2560
<br />3132
<br />4249
<br />im
<br />3090
<br />4567
<br />5W5
<br />47W
<br />511117
<br />7074
<br />am
<br />5- 4"
<br />011
<br />r1217
<br />IOD6
<br />i349
<br />1439
<br />1716
<br />1999
<br />2560
<br />3132
<br />g3666
<br />3686
<br />ses
<br />4649
<br />1349
<br />SIM
<br />4SW
<br />530
<br />471116
<br />511117
<br />W4
<br />am
<br />51 ir
<br />46"
<br />WED
<br />860
<br />1105
<br />2173
<br />1600
<br />1631
<br />209D
<br />2549
<br />COS
<br />3009
<br />3470
<br />1205
<br />2522
<br />4242
<br />060
<br />3942
<br />4M
<br />ea 1
<br />5817
<br />GM
<br />1.6.1
<br />62'
<br />720
<br />1232
<br />1 2177
<br />3730
<br />AW
<br />1 3031 1
<br />3707
<br />4303
<br />1 SM
<br />1232
<br />21"
<br />2M
<br />"W
<br />S35I
<br />ow
<br />am
<br />nw
<br />7-1"
<br />6 2"
<br />570
<br />991
<br />1729
<br />2100
<br />2632
<br />2205
<br />2698
<br />3191
<br />3685
<br />gel
<br />1729
<br />2108
<br />282
<br />am
<br />MR
<br />4742
<br />wm
<br />1'4"
<br />7101,
<br />488
<br />699
<br />1160
<br />1516
<br />1626
<br />2564
<br />3486
<br />2818
<br />3302
<br />fies
<br />Im
<br />"IS
<br />im
<br />2564
<br />am
<br />2M
<br />F2-M-
<br />I-
<br />V 4�
<br />S`V,
<br />416
<br />699
<br />11w
<br />N/A
<br />1625
<br />2564
<br />346
<br />2918
<br />3302
<br />499
<br />INS
<br />N/A
<br />IM3
<br />2564
<br />34815
<br />2964
<br />331U
<br />10, 01
<br />92'
<br />354
<br />535
<br />a"
<br />N/A
<br />1 1247
<br />2D93
<br />7777
<br />2163
<br />2535
<br />535
<br />W54
<br />N/A
<br />2533
<br />am
<br />ZM
<br />2615
<br />War
<br />IV 0"
<br />315
<br />567
<br />am
<br />N/A
<br />1366
<br />IB445
<br />2423
<br />3127
<br />1 4005
<br />945
<br />MIA
<br />INS
<br />11SAMIS
<br />2423
<br />3227
<br />4006
<br />12-1-
<br />IV 8"
<br />292
<br />2
<br />525
<br />873
<br />N/A
<br />1254
<br />1584
<br />2193
<br />2805
<br />3552
<br />us
<br />an
<br />N/A
<br />1254
<br />3W4
<br />ZL93
<br />2=
<br />SIM
<br />ITS'
<br />Ir 2"
<br />_7
<br />277
<br />471
<br />755
<br />N/A
<br />1075
<br />1428
<br />1838
<br />2316
<br />2SM
<br />4n
<br />755
<br />N/A
<br />Im
<br />1428
<br />1238
<br />2316
<br />M
<br />13'4'
<br />170,
<br />ZSS
<br />255
<br />471
<br />755
<br />N/A
<br />1CY75
<br />1428
<br />1838
<br />2326
<br />2535
<br />al
<br />755
<br />N/A
<br />I lfflS
<br />"a
<br />I Me
<br />2316
<br />2M
<br />'.111
<br />ly all
<br />239
<br />424
<br />706
<br />N/A
<br />1OD2
<br />1326
<br />1697
<br />2227
<br />2278 1
<br />424
<br />70
<br />N/A
<br />IM2
<br />1328
<br />M97
<br />2127
<br />24'9'
<br />13'4'
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />IN 7/A
<br />N/A
<br />793*
<br />N/A
<br />IM0
<br />1421-
<br />1779-
<br />2Ur
<br />2w.
<br />15, IV,
<br />IWO"
<br />N/A
<br />NIA
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />t263D
<br />N/A
<br />WA
<br />7100
<br />N/A
<br />11,10.
<br />1331.
<br />law
<br />202*
<br />242*
<br />17'4!'
<br />160,
<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 />NIA
<br />SM'
<br />NIA
<br />qw.
<br />inr
<br />1379-
<br />1672-
<br />leer
<br />19, X,
<br />1810,
<br />N/A
<br />N A
<br />N A
<br />N/A
<br />N/A
<br />NIA
<br />N/A
<br />IN A
<br />75D*
<br />qw.
<br />n77-
<br />1415-
<br />1675-
<br />20'01
<br />Iff Il'
<br />N/A
<br />N/A
<br />I
<br />NIA
<br />NIA
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />BW
<br />N/A
<br />5%.
<br />us.
<br />1114*
<br />Lw
<br />146B*
<br />24, a
<br />2Z 8'
<br />N/A
<br />NIA
<br />N/A
<br />N A
<br />N/A
<br />N/A
<br />N/A
<br />MIA
<br />N/A
<br />WA
<br />250'
<br />N
<br />450-
<br />'PRESTRESSED **IFW/2"FIECESSLI-LINTELS
<br />Type A= Unfilled no Reber; Type 8 = Continuous Grout, Steel per Plan In Bond Beam Only; Type C = Continous Grout.Steel per plan In Bond
<br />Beam IS Lintel
<br />LEGEND
<br />rMl
<br />8x8 FILLED CELL W/ (1) #5 REBAR
<br />BEAMS
<br />FET71
<br />DX8 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 />1202 FILLED CELL W/ #4 REBAR
<br />(IN WALL)
<br />BALLOON FRAMED
<br />[C7:
<br />1 �12 FILLED CELL W/ #4 REBAR
<br />WALLSMIGHER BEARING WALLS
<br />(IN COLUMN)
<br />CONCRETE TIE BEAMS
<br />-!Iiiilg�
<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 /><�-
<br />BRACED WALL UNE
<br />FASTENERS
<br />ALLOWABLE LOADS
<br />CONNECTOR
<br />CITY
<br />TYPE
<br />I""' JUPLIFT
<br />Il SO 1.0
<br />(11.) 0 1.6
<br />(LATERAL
<br />li @ 1.6
<br />META16
<br />8
<br />8
<br />0.148'.1-1/2'
<br />I-
<br />F1.340
<br />F2: 1.
<br />HETA16
<br />9
<br />9
<br />0.148-rcl-1/2-
<br />leiO
<br />Fl: 340
<br />F2 770
<br />12) META16
<br />a I-DIV
<br />a
<br />10
<br />0.148-.1-In'
<br />1875
<br />FI:690
<br />F2 770
<br />(2) META16
<br />0 2- or 3-d�
<br />24
<br />I 4
<br />0.162-.3-1/2'
<br />179S
<br />FI 1285
<br />F2 1080
<br />(2) HETAIS
<br />I-dv
<br />10 1
<br />0.149
<br />1920
<br />Fl:680
<br />F2 : 770
<br />12)HETA16
<br />0 2- or 3-ply
<br />12
<br />0.162"x]1-1/2�
<br />2365
<br />Fl 1350
<br />1`2�1430
<br />HSTMI26
<br />a
<br />0.1411r`xI-1/2'
<br />1110
<br />Fl: 120
<br />F2 90
<br />4
<br />1/4"Al-3/4"CONC SCREW
<br />LGUNQS-2
<br />6
<br />3/8".4'TITEN No
<br />8250
<br />2435
<br />6
<br />1/4"x 2112"SDSSCREW
<br />MSTC28
<br />36
<br />0.148".31/4"
<br />3460
<br />MTS12
<br />14
<br />0.148"xl-112"
<br />-
<br />9w
<br />(21 WS12
<br />28
<br />0.148"xl-1/2"
<br />-
<br />1990
<br />MnI6
<br />14
<br />0.148"xl-1/2"
<br />--
<br />9w
<br />HU210-2
<br />18
<br />1/4'x 2 3/4'CONC SCREW
<br />3500
<br />law
<br />10
<br />1114Wxll"
<br />KTS16
<br />32
<br />0.148'xl-1/2*
<br />--
<br />2,890
<br />WNTS16
<br />26
<br />idiwi-tw
<br />1310
<br />HTSZO
<br />24
<br />0.148-xl-1/2-
<br />1310
<br />LSTA12
<br />10
<br />0.148".2-1/2'
<br />925
<br />1
<br />LSTAIII
<br />24
<br />0.149-0-1/2'
<br />123S
<br />LSTA30
<br />22
<br />0.148"x2-112"
<br />164D
<br />MSTA24
<br />IS
<br />0.149'X21/2"
<br />1,640
<br />(2) MSTA24
<br />316
<br />11148-)(21/2�
<br />3,290
<br />MSTA36
<br />26
<br />0. 148" X 2 1/2'
<br />2ASO
<br />(21MSTA36
<br />52
<br />0.148-X21/2'
<br />4,IGO
<br />MSTA30
<br />22
<br />0.148�x2-IJ2"
<br />2050
<br />MSTC28
<br />36
<br />11148'. 3114'
<br />3,460
<br />MSTC52
<br />62
<br />0.1411"X31-1/4'
<br />4735
<br />MSTAM24
<br />9
<br />0.148'X 3'
<br />1,425
<br />S
<br />1 "X21
<br />MSTAM36
<br />13
<br />0.148" X 3-
<br />1.270
<br />a
<br />1/4' X 2 1/4-
<br />-
<br />(2) MSTAM36
<br />26
<br />16
<br />0.146'X 3*
<br />IJ4" X 2 1/4'
<br />3740
<br />MSTCM4D
<br />10
<br />1/4N2-1/4- CONC SCREW
<br />28M
<br />14
<br />0.148"93-1/4"
<br />MGT
<br />22
<br />0.148N30
<br />3965
<br />FI:775
<br />77'
<br />F2
<br />F2:525
<br />I
<br />S/S'ATR
<br />HGT-3
<br />is
<br />0.148'.3'
<br />10.790
<br />-
<br />2
<br />3/4- ATR
<br />VGTR or L
<br />I
<br />SIS'ATR
<br />2225
<br />,2'
<br />SO
<br />F1:650
<br />F2
<br />F2:630
<br />16
<br />1/4"x3- SIDS
<br />VGTRjL
<br />2
<br />5/8"ATit
<br />-
<br />5545
<br />Fl IS 5.
<br />650
<br />F2
<br />F12130
<br />'0
<br />32
<br />1/4-0- SIDS
<br />VGT
<br />I
<br />S/S"ATR
<br />-
<br />4940
<br />IEIS
<br />F1�1185
<br />F2: SW
<br />-
<br />16
<br />1/4".3- SIDS
<br />(2) VGT
<br />2
<br />S/8' ATR
<br />7185-2ply SSW
<br />3,N
<br />FI : 11185
<br />F2:590
<br />32
<br />1/4 3' SIDS
<br />DTT2Z
<br />1
<br />B
<br />1/2'ATR
<br />1/4"x3"SDS
<br />1825-2.4 mi.
<br />21454212x4 min
<br />-
<br />HTT4
<br />I
<br />5/8-ATR
<br />3610
<br />-
<br />IS
<br />0.148"x3-112"
<br />HTTS
<br />I
<br />5/8-ATR
<br />4670
<br />-
<br />26
<br />0.148'x3'
<br />HTT5KT
<br />I
<br />510'ATA
<br />5445
<br />26
<br />SID 810.24/2'
<br />AEU44Z
<br />1
<br />S/8- ATR
<br />7S70
<br />19M
<br />12
<br />0.162'.3-1/2'
<br />ABUW
<br />1
<br />5/8-
<br />IB205
<br />247S
<br />12
<br />0.162".3-1/2"
<br />H2.SA
<br />10
<br />0.131".2-1/2'
<br />565
<br />F1:110
<br />F2: 110
<br />H10A
<br />18
<br />0.14rxl.1/2"
<br />1340
<br />FI:565
<br />F2 :285
<br />HICA-2
<br />18
<br />0.148�4-1/2'
<br />1000
<br />FI:6SD
<br />F2 ; 260
<br />HUC48
<br />14
<br />I/4"x2-yW.S -BE-
<br />3500
<br />1135
<br />6
<br />HUC414
<br />24
<br />1/4"M2-3/4- CONIC SCREW
<br />SOBS
<br />201S
<br />12
<br />0.148",3"
<br />LUS26
<br />1 4
<br />..'4."x3"
<br />865
<br />1165
<br />SPHAI
<br />12
<br />0.14B�xl-1/2"
<br />-
<br />Side: 640
<br />Center: 1280
<br />DTC clips
<br />4
<br />3/16-x2-3/4' CONC SCREW
<br />-
<br />FI 85
<br />F2: 2 35
<br />2
<br />0.131-4-2/2-
<br />A3S
<br />12
<br />0.131"xl-1/2"
<br />FI:650
<br />F2:670-
<br />SDWC15600
<br />I
<br />SDWCISfi(Q
<br />615
<br />FI:130
<br />F2 ; 22S
<br />SDWC15450
<br />I
<br />SDWC15450
<br />295
<br />FZ: 150
<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 />16
<br />1/4- X 2 112-
<br />6,720
<br />5.555
<br />12
<br />IJ4- X 2
<br />HDUS-SDS2.S
<br />1
<br />7/8' ATR
<br />7,870
<br />20
<br />1/4- X 2 1/2' SIDS
<br />HDUII-SDS2S
<br />1
<br />1" ATR
<br />11,17S
<br />30
<br />1/4- X 2 112- SD5
<br />THD26
<br />20
<br />0.162". 3'
<br />2M
<br />3240
<br />20
<br />0.148"x 11/2'
<br />T-211-2
<br />32
<br />4310
<br />1,
<br />.
<br />1 6 4.
<br />ABBREVIATIONS:
<br />AD
<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 NAILING
<br />MFR
<br />MANUFACTURER
<br />ARCH
<br />ARCHITIECTARCHITECTURAL
<br />EQ
<br />EOUAL
<br />MIN
<br />MINIMUM
<br />AIR
<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 />DOT
<br />BOTTOM
<br />FID
<br />FLOOR DRAIN
<br />CIC
<br />ON CENTER
<br />BRG
<br />BEARING
<br />FDN
<br />FOUNDATION
<br />OPNG
<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 NAILING
<br />CL
<br />CENTERLINE
<br />FIN
<br />FIELD NA]UNG
<br />PLYWD
<br />PLYWOOD
<br />CIP
<br />CAST IN PLACE
<br />Fr
<br />FOOT / FEET
<br />REINF
<br />REINFORCING/PEINFORCEMENT
<br />Cj
<br />CONTROL JOINT
<br />GALV
<br />GALVANIZED
<br />REDO
<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 />CONC
<br />CONCRETE
<br />GYP
<br />GYPSUM
<br />Sim
<br />SIMILAR
<br />CONT
<br />CONTINUOUS
<br />HID
<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 *1/#2 OR BETTER
<br />DIA
<br />DIAMETER
<br />ILO
<br />IN IJEU 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 (Aso)
<br />EffediwWlindAnes
<br />GabilefloofComponents
<br />I Hip hoot Compon,ents
<br />Wall Component.
<br />z- I
<br />zon. 2
<br />Zone 3
<br />Z I
<br />zone 2
<br />Zone 3
<br />Z-4
<br />5
<br />A, 100 SCIFT(Gird-1
<br />17'1
<br />1 313
<br />17.1
<br />71
<br />-42.7
<br />17.1
<br />:112
<br />Ill
<br />1 -22!;3
<br />-'E'S
<br />14.8
<br />1 -36.5
<br />31.1
<br />-34.1
<br />31.1
<br />1 -38.0
<br />A<S0SQFT(W1ndo-)
<br />2;2
<br />tIt
<br />19.2
<br />� �1 ]
<br />-54,9
<br />392
<br />_Ea
<br />lI,7
<br />V7
<br />-32.7
<br />18.7
<br />1 -45,9
<br />327
<br />-35.9
<br />3Z7
<br />1 -41.3
<br />A � 10 SQFT (Fan�S)
<br />2 2
<br />-a&I
<br />242
<br />1 -98.6
<br />27.3
<br />27.3
<br />1 -67,
<br />36.5
<br />-39.7
<br />Compormb and Cladding Pressures (ASID) - 2023 R.
<br />Positive Nestative
<br />Width Heiglid Effective Pressure Pmuwe
<br />Lid Are-= 121 LRZfl
<br />16070 OHGD
<br />...
<br />16
<br />7
<br />112
<br />30.8
<br />-34.4
<br />3D6B
<br />w/3010 TR
<br />ENDS
<br />3
<br />8
<br />24,0
<br />34,15
<br />-45.1
<br />3D6B
<br />MM/30IOTR
<br />4
<br />3
<br />9
<br />ZiLO
<br />34.6
<br />-37.7
<br />3090 DOOR
<br />ENDS
<br />3
<br />a
<br />24,0
<br />34,6
<br />-45.1
<br />25SH
<br />4
<br />3
<br />S.2S
<br />15.9
<br />35.6
<br />-38.7
<br />DOES SGID
<br />4
<br />6
<br />6.67
<br />41110
<br />33.4
<br />-36.6
<br />28M DOOR
<br />4
<br />267]
<br />6,67
<br />17.8
<br />35.3
<br />1 -38.3
<br />3050SH
<br />4
<br />3
<br />5
<br />15.0
<br />35.7
<br />1 -38,8
<br />3050SH
<br />ENDS
<br />2
<br />5
<br />1��O
<br />L5.7
<br />-47-3
<br />2040SH
<br />ENDS
<br />2
<br />i
<br />It
<br />-490
<br />6080 SGD
<br />4
<br />6
<br />8
<br />OMEN PRESSiRES SHOWW ARE MINIMN ALLOWABLE
<br />VALLIES. VkUES ARE 10 BE INCREASED AS
<br />REOURED BY MORE STMNGENT LOCAL REQUIREMENTS
<br />CIRO 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 />N BENJAMIN NIESE, PE
<br />P.E.# 86025
<br />06/20/2024
<br />DATE
<br />0 3
<br />&.*0 At.
<br />2 E
<br />E
<br />9 1 Z
<br />.6
<br />E
<br />.2 E EE
<br />E x
<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 />+1 813.466.3310
<br />www.fieldstoneae.com
<br />0
<br />0
<br />z
<br />>
<br />z
<br />C)
<br />F-
<br />L
<br />7
<br />-j
<br />IDRAWN BY: I FAE7
<br />VERSION: 5.0]
<br />SHEET NAME
<br />REFERENCE
<br />CHARTS
<br />SHEET #
<br />S5.1
<br />
|