|
PRECAST LINTEL GRAVITY LOAD TABLE 4.21
<br />LOADS LISTED KAVE SEEN CALCULATED OR COW ILED FROM APPROVED MANUFACTURERS:
<br />CAST-CRErE, LC1TrS CONCRETE, QUALITY PRECASTCO.
<br />MAXIMILIMLOAD(PLI'l
<br />PMX.CLEAR
<br />TYPEA
<br />8"UNTEL
<br />B" TYPE B
<br />JrTVPfC
<br />12"TYPES
<br />12'TYPEC
<br />ICTYPEB-
<br />24"TYKC"
<br />WTYPES
<br />WTVPEC
<br />20"TYPEB
<br />21rTYPEC
<br />24rTypEB
<br />WTVKC
<br />28vTYPEB
<br />2IrTYKC
<br />3tTYPEG
<br />3rTVKC-
<br />tAPPROX.
<br />Z IV,
<br />_21PENING
<br />216"
<br />2231
<br />3059
<br />3719
<br />328D
<br />5163
<br />6607
<br />ODS4
<br />9502
<br />IOODO
<br />3059
<br />4605
<br />5206
<br />6313
<br />7547
<br />am
<br />1100110
<br />lowo
<br />316,
<br />22"
<br />2231
<br />- 1
<br />3069
<br />3719
<br />328D
<br />5163
<br />6W7
<br />1054
<br />9502
<br />20000
<br />am
<br />am
<br />5"
<br />6w
<br />7547
<br />W74
<br />wisis
<br />10M
<br />410,
<br />1
<br />za"
<br />1783
<br />2561
<br />2751
<br />32813
<br />3820
<br />41190
<br />5961
<br />71134
<br />11107
<br />2561
<br />4605
<br />5205
<br />6223
<br />7547
<br />on
<br />am
<br />"M
<br />a- 6"
<br />3! 2'
<br />1343
<br />1969
<br />2110
<br />2992
<br />2931
<br />3756
<br />4576
<br />5400
<br />6224
<br />we
<br />4375
<br />5206
<br />6w
<br />7019
<br />U72
<br />sm
<br />IM
<br />IV a"
<br />14'
<br />1217
<br />1349
<br />143B
<br />1716
<br />2999
<br />2550
<br />3232
<br />3696
<br />4249
<br />"as
<br />11119D
<br />4W
<br />sm
<br />470
<br />*27
<br />W4
<br />am
<br />01
<br />1006
<br />1349
<br />1439
<br />1716
<br />2999
<br />2560
<br />3132
<br />3686
<br />4649
<br />130
<br />3m
<br />4567
<br />SM
<br />47M
<br />2017
<br />W4
<br />421111
<br />51101
<br />4! 6"
<br />1
<br />No
<br />:LIO5
<br />U73
<br />160D
<br />1532
<br />2090
<br />2549
<br />3009
<br />3470
<br />"05
<br />2622
<br />420 1
<br />436D
<br />B42
<br />I 4M
<br />51117
<br />6M
<br />y 21
<br />710
<br />1232
<br />2177
<br />3736
<br />34W
<br />X31
<br />3707
<br />4383
<br />SM.
<br />1 IZ32
<br />I Z77
<br />2738
<br />30D
<br />53BI
<br />samw
<br />759D
<br />r6,
<br />6 2'
<br />570
<br />991
<br />1729
<br />2100
<br />2632
<br />22DS
<br />2698
<br />3191
<br />3685 1
<br />so,
<br />2729
<br />220
<br />M2
<br />mg
<br />me
<br />4742
<br />Q
<br />55M
<br />11-4-
<br />70,
<br />4U
<br />699
<br />-n6o
<br />2515
<br />1626
<br />2564
<br />3w
<br />2818
<br />33M
<br />4"
<br />Im
<br />15M
<br />280
<br />2SU
<br />3"
<br />-
<br />3387
<br />9W
<br />Ir 0'
<br />416
<br />6"
<br />1160
<br />N/A
<br />1625
<br />2564
<br />3496
<br />28518
<br />3302
<br />a"
<br />U45
<br />N/A
<br />1843
<br />25"
<br />3-M
<br />29"
<br />33V
<br />We
<br />Y 2'
<br />354
<br />535
<br />990
<br />1 N/A
<br />1247
<br />2D93
<br />2M
<br />2163
<br />2535
<br />us
<br />W54
<br />N/A
<br />1533
<br />2093
<br />2M
<br />2259
<br />2635
<br />III AT
<br />100,
<br />315
<br />567
<br />am
<br />N/A
<br />1366
<br />a"
<br />2423
<br />3127
<br />4005
<br />-W7
<br />9015
<br />RM
<br />im
<br />2423
<br />3w
<br />12'01
<br />10, 81,
<br />292
<br />525
<br />873
<br />NIA
<br />2254
<br />261114
<br />2293
<br />2805
<br />3552
<br />us
<br />wa
<br />V54
<br />U64
<br />2w
<br />no
<br />12'6
<br />IT 2"
<br />777
<br />471
<br />755
<br />N/A
<br />ig?5
<br />1428
<br />1&"
<br />2316
<br />28M
<br />;127-9
<br />471
<br />M
<br />N/A
<br />11105
<br />Im
<br />me
<br />2326
<br />13"V'
<br />1z 011
<br />255
<br />755
<br />-M
<br />N/A
<br />1075
<br />--1075
<br />1428
<br />IB38
<br />2326
<br />2535
<br />�i
<br />i
<br />we
<br />me
<br />2316
<br />14, or
<br />12'8'
<br />239
<br />424
<br />706
<br />N/A
<br />IOD2
<br />1326
<br />M97
<br />2227
<br />424
<br />706
<br />MIA
<br />I=
<br />113211
<br />jw
<br />2w
<br />2m
<br />14, r
<br />114"
<br />WA
<br />N/A
<br />NIA
<br />NIA
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />K/A
<br />X3*
<br />N/A
<br />nw
<br />-M.
<br />17M
<br />-21W
<br />2MO
<br />15,41
<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 />N/A
<br />INTA
<br />7w
<br />NIA
<br />IIw
<br />1391-
<br />rlw
<br />aw
<br />ww
<br />04'
<br />1601,
<br />N/A
<br />N/A
<br />WA
<br />N/A
<br />N/A
<br />WA
<br />N/A
<br />NIA
<br />N/A
<br />WA
<br />549-
<br />NIA
<br />SIM.
<br />Iur
<br />Im.
<br />lop
<br />I"r
<br />19, 4`1
<br />1810,
<br />N/A
<br />A
<br />A
<br />N A
<br />N A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />A
<br />2 V
<br />4w
<br />IN A
<br />7w
<br />Sw*
<br />1177.
<br />1415'
<br />1675,
<br />2D'(Y'
<br />it all
<br />N/A
<br />IN
<br />A
<br />N A
<br />INA
<br />N/A
<br />tN/A
<br />WA
<br />N/A
<br />N/A
<br />N/A
<br />WA
<br />=AN
<br />aw
<br />IN A
<br />$90.
<br />W.
<br />3214*
<br />law
<br />1449*
<br />24'OF
<br />218'
<br />N/A
<br />A
<br />N A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />A
<br />ZI0*
<br />12V
<br />PRESTRESSED 9 W/2" RECESS U-LINTELS
<br />Type A= Unfilledno Rebar;Type 8 = Continuous Grout, Steel per Plan In Bond Beam Only; Type C= Conlinous Grout5leel per plan in Bond
<br />Beam & Lintel
<br />LEGEND
<br />FMI 8x8 FILLED CELL W/ (1) - #5 REBAR
<br />BEAMS
<br />FDT71 8x8 FILLED CELL W1 (1) - #7 REBAR
<br />HEADER - WIDTH TO MATCH WALL
<br />r0-1 8XIB FILLED CELL W/ NO REBAR REOD
<br />GIRDERS
<br />PUJMBING WALLS (FOR REFERENCE)
<br />----
<br />BEARING/SHEAR WALLS (FOR REFERENCE)
<br />45* CMU - FILL CELLS W/ #5 REBAR
<br />ROOF BLOCKING
<br />FILLED CELL W/ #4 REBAR
<br />l2X12
<br />IN WALL)
<br />BALLOON FRAMED
<br />2X12 FILLED CELL W/ #4 REBAR
<br />WALLSAIIGHER BEARING WALLS
<br />(11N COLUMN)
<br />CONCRETE TIE BEAMS
<br />ELEVATION INDICATOR
<br />PLIUMBING 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 /><�-- BRACED WALL LINE
<br />FASTENERS
<br />ALLOWABLE LOADS
<br />CONNECTOR
<br />CITY
<br />I
<br />TYPE
<br />GRAVITY
<br />(lb,) 1.0
<br />UPLIFTobsILS16
<br />LATERAL
<br />P.) 0 1.6
<br />META16
<br />6
<br />0.148".1-1/2-
<br />1450
<br />F1 � 340
<br />F2: 770
<br />NETA16
<br />9
<br />OA48-4-2/2-
<br />1810
<br />FI: M
<br />F2: 770
<br />(2) META16
<br />" "I"
<br />10
<br />0.24rx2-1/2"
<br />2875
<br />F1 : 680
<br />F2:770
<br />(2) META16
<br />0 2- ,31-clN
<br />14
<br />0.162-x3-IP-
<br />179S
<br />1 '285
<br />HF2 1.
<br />(2) HETA16
<br />I-dy
<br />10
<br />0.14r.2-2/2'
<br />1920
<br />FI; 680
<br />F2:770
<br />-A
<br />(2) HETA16
<br />0 2- 31-oly
<br />12
<br />0. 162'.3-1/2"
<br />2365
<br />F1 135D
<br />HSTM16
<br />8
<br />0.1w.1-1/2*
<br />1110
<br />FI: 120
<br />F2: 90
<br />4
<br />1/4-xl-3/4- CONC SCREW
<br />LGUWB-2
<br />6
<br />Will" X4'TITEN HD
<br />8250 1
<br />1435
<br />6
<br />1/4"x221rSDSS REW
<br />MSTC28
<br />36
<br />0.142"Y,31/4"
<br />--
<br />3460
<br />MTS12
<br />14
<br />0-148-.1-1/2'
<br />-
<br />M
<br />(2) MTS12
<br />D-149".1-1/2"
<br />-
<br />19110
<br />MTSIfi
<br />14
<br />D.141rxl-112-
<br />--
<br />990
<br />W210-2
<br />is
<br />114" x 2 314'COt SCREW
<br />35W
<br />1800
<br />10
<br />0.148'. 3�
<br />HTS16
<br />32
<br />0.149-.2-1/2-
<br />2.890
<br />(21 HTS16
<br />16
<br />0,14rxl-112"
<br />1310
<br />KTS20
<br />24
<br />D-14r.1-In-
<br />1310
<br />LSTA12
<br />10
<br />925
<br />LSTAI8
<br />14
<br />01411".2-1/2"
<br />1235
<br />LSTA30
<br />22
<br />0.14rx2-IA'
<br />i640
<br />MSTA24
<br />18
<br />0.1411" X 2 V2"
<br />1,640
<br />121 MSTA24
<br />36
<br />"48-X21/2-
<br />3.280
<br />MSTA36
<br />26 1
<br />D.14r)(22jr
<br />2050
<br />(2)MSTA36
<br />52
<br />D-148-1(2yr
<br />4rIOL0
<br />MSTA30
<br />22
<br />0.148".2-1W
<br />2050
<br />MSTC28
<br />36
<br />0-24r x 3 1/4�
<br />3.466
<br />MSTC52
<br />62
<br />0. 14r
<br />4735
<br />MSTAM24
<br />IR26
<br />9
<br />0-14;��"
<br />1,42S
<br />5
<br />1/4' X 2 1/4-
<br />MSTAM36
<br />13
<br />0.14rX3'
<br />1,870
<br />2/4"X 2 1/4"
<br />(2) MSTAM36
<br />16
<br />0.148"X 3"
<br />V4"X 2 1/4'
<br />3740
<br />MSTCM40
<br />10
<br />1/4-x2-1/4- CONC SCREW
<br />29M
<br />14
<br />0.148"K3-114"
<br />MGT
<br />22
<br />0,148"x3"
<br />3965
<br />F1 . 775
<br />F2� 525
<br />I
<br />SA"ATR
<br />HGT-3
<br />16
<br />0-143'x3"
<br />2O.M
<br />-
<br />2
<br />3/4-ATR
<br />VGTRorL
<br />518"ATR
<br />2225
<br />FI � 650
<br />F2:630
<br />16
<br />2/4'x3- SIDS
<br />VGTR/L
<br />2
<br />SA. It
<br />SS45
<br />F1�650
<br />F1 630
<br />32
<br />1/4".3'SDS
<br />VGT
<br />I
<br />5/8-ATR
<br />4940
<br />F1 � 1285
<br />1`2� SW
<br />16
<br />1/4-x3- SOS
<br />(2) VGT
<br />2
<br />5/8"ATR
<br />7185-20V 5890-
<br />MN
<br />F1, 1195
<br />FZ: 590
<br />32
<br />1/4.3"SCIS
<br />DTT2Z
<br />1
<br />a
<br />1/2- ATR
<br />V4".rSDS
<br />1825-2.4min
<br />2145-42"min
<br />--
<br />HTT4
<br />I
<br />5/8-ATR
<br />3610
<br />-
<br />is
<br />D. 149'x3-112"
<br />HTTS
<br />I
<br />S/8" ATR
<br />4670
<br />-
<br />T,
<br />i 0.148'),3'
<br />HTTSKT
<br />I
<br />S/B'ATR
<br />-
<br />5445
<br />-
<br />26
<br />SDAIDx2-1/2-
<br />ABU442
<br />1
<br />5/8- ATR
<br />7S70
<br />IBM
<br />12
<br />D.162kx3l-1/2�
<br />ABU66Z
<br />1
<br />5/8' ATR
<br />18205
<br />2475
<br />12
<br />0. 162".3-1/2'
<br />K2.SA
<br />10
<br />0�132".2-2/2"
<br />--
<br />Sfis
<br />FI:110
<br />1`2� 110
<br />H1DA
<br />18
<br />0.1411"XI-1/2'
<br />1340
<br />Fl. 565
<br />F2 . 285
<br />HIOA4
<br />is
<br />0.148'.1-1/2'
<br />-
<br />F1.681)
<br />F2 : 260
<br />HUC48
<br />14
<br />1/4'x2-3/4- CONC SCREW
<br />3500
<br />1135
<br />6
<br />0.148`xll�
<br />MUC414
<br />24
<br />1/4-0-3/4- CONIC SCREW
<br />SMS
<br />2015
<br />12
<br />0.148".3"
<br />LUS26
<br />4
<br />0.148".3'
<br />865
<br />1165
<br />SPH4
<br />12
<br />I
<br />Side: 640
<br />Came: 1280
<br />DTC clips
<br />4
<br />3/16-.2-3/4- CONC SCREW
<br />F1 85
<br />F2 13S
<br />2
<br />0.131"4-IA"
<br />A35
<br />12
<br />0.132-.2-1/2'
<br />FI:650
<br />F2 670*
<br />SDWCIV6OO
<br />I
<br />SDWC25600
<br />615
<br />FI: 130
<br />F2 : 225
<br />SDWC154SO
<br />I
<br />SDWC254SO
<br />29S
<br />F2: 150
<br />HTU26
<br />20
<br />0.162',,3-1/2'
<br />3200
<br />12SO
<br />-
<br />14
<br />0.148'.3'
<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 2 2/2'
<br />HDUR-SDS2S
<br />1
<br />7/9 ATR
<br />-
<br />7.870
<br />20
<br />1/4"X21/2'SDS
<br />HDUII-SD$2.5
<br />I
<br />I" ATR
<br />-
<br />21,17S
<br />30
<br />1/4-X21/2"SDS
<br />THD26
<br />20
<br />Ow!621* K 3"
<br />29Q
<br />3240
<br />20
<br />0. 249"x 2 1/2"
<br />TH028-2
<br />28
<br />0.162"x 3'
<br />4310
<br />4860
<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 NIAIUNG
<br />MFR
<br />MANUFACTURER
<br />ARCH
<br />ARCHITECTIARCHITECTURAL
<br />EO
<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 />BLKG
<br />BLOCKING
<br />EXP
<br />EXPANSION
<br />NOM
<br />NOMINAL
<br />BOF
<br />BOTTOM OF FOOTING
<br />EXT
<br />EXTERIOR
<br />INTS
<br />NOT TO SCALE
<br />BOT
<br />BOTTOM
<br />FD
<br />FLOOR DRAIN
<br />OC
<br />ON CENTER
<br />BRIG
<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 />FUR
<br />FLOOR
<br />PEN
<br />PLYWOOD EDGE NAIUNG
<br />CL
<br />CENTERLINE
<br />FN
<br />FIELD NAILING
<br />PLYVVD
<br />PLYWOOD
<br />CIP
<br />CAST IN PLACE
<br />F7
<br />FOOT / FEET
<br />REINF
<br />REINFORCANGIREINFORCEMENT
<br />Ci
<br />CONTROL JOINT
<br />GALV
<br />GALVANIZED
<br />REOD
<br />REQUIRED
<br />CLR
<br />CLEAR
<br />GDR
<br />GIRDER
<br />RD
<br />ROUGH OPENING
<br />CMU
<br />CONCRETE MASONRY UNIT
<br />GRD
<br />GRACE
<br />SID
<br />STUD COLUMN
<br />COL
<br />COLUMN
<br />GWB
<br />GYPSUM WALL BOARD
<br />SHITG
<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 #1/#2 OR BETTER
<br />DIA
<br />DIAMETER
<br />ILO
<br />IN UEU OF
<br />TYP
<br />TYPICAL
<br />DING
<br />DRAWING
<br />IN
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<br />C.O.A.# ARCHITECURE:
<br />AA26002802
<br />C.O.E.# ENGINEERINGf--
<br />29349
<br />E3 IBRAHEM ELAYEB, PE
<br />P.E.# 91476
<br />0 BENJAMIN NIESE, PE
<br />P.E.# 86025
<br />05/24/2024
<br />DATE
<br />No. 86
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<br />Michigan
<br />3400 Auburn Rd
<br />Suite 200
<br />Auburn Hills, Mil 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
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<br />SHEETNAME
<br />REFERENCE
<br />CHARTS
<br />SHEET #
<br />S5.1
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