|
PRECAST LINTEL GRAVITY LOAD TABLE 4.21
<br />LOAD$ LISTED HAVE BEEN CALCULATED OR COMPILED FROM APPROVED MANUFACTURERS;
<br />CAST-CRErE, LOTTS CONCRETE QUAUTYIPRECASTCO.
<br />MACMUM LOAD (PLF)
<br />APPROX,
<br />UNTELLENGTH
<br />MAX CLEAR
<br />OPENING
<br />TIPE A
<br />S'UNTS.
<br />TYPE B
<br />TYPE
<br />L2'�- 8
<br />12 TYPEC
<br />14' TYPE 3-
<br />14-TYPEC-
<br />16' TYPE 8
<br />16'TYPEC
<br />20' TYPE 0
<br />20"TYPEC
<br />24' TYPE 8
<br />24KTYOPEC
<br />28' TYPE 8
<br />28'TYPEC
<br />37 TYPE 8
<br />3ZTTYPEC
<br />Z' IT
<br />1,6,
<br />223�
<br />3069
<br />3 �9
<br />328C
<br />K63
<br />6607
<br />SC54
<br />95C2
<br />'-Occ
<br />3059
<br />46D5
<br />5206
<br />6U3
<br />7547
<br />0974
<br />loom
<br />1
<br />10030
<br />3-
<br />Z 21
<br />223-
<br />3069
<br />3719
<br />328C
<br />51-63
<br />6607
<br />SC54
<br />95C2
<br />3069
<br />46G5
<br />5206
<br />BU3
<br />7547
<br />8974
<br />10000
<br />1OOD0
<br />4'0'
<br />1
<br />Z81
<br />1783
<br />256-
<br />2751
<br />329C
<br />382C
<br />4890
<br />596-
<br />7C34
<br />8-7
<br />2561
<br />4605
<br />5205 1
<br />6113
<br />7547 1
<br />8974
<br />IMM
<br />1DOGO
<br />4'1'
<br />12'
<br />1343
<br />2:iC
<br />2992
<br />2r-
<br />3756
<br />4576
<br />54C'
<br />6224
<br />1969
<br />4375
<br />5206
<br />6113
<br />7019
<br />8672
<br />10000
<br />IDOIDO
<br />I'll
<br />34'
<br />1217
<br />-
<br />'349
<br />143B
<br />'4"
<br />:7-6
<br />-99L-
<br />256C
<br />3132
<br />3666
<br />4249
<br />1349
<br />2090
<br />4567
<br />5365
<br />4766
<br />5817
<br />7074
<br />8203
<br />5'4'
<br />M
<br />'349
<br />;.
<br />�438
<br />17-6
<br />25tc
<br />3 2
<br />3686
<br />46a9
<br />1349
<br />3090
<br />4567
<br />--'999
<br />5365
<br />4766
<br />-31'
<br />5817
<br />7074
<br />9203
<br />5'10'
<br />416,
<br />850
<br />'.CS
<br />:.73
<br />_60C
<br />.65
<br />209C
<br />2549
<br />3."9
<br />34' 7C
<br />�5
<br />11D5
<br />2622
<br />4242
<br />4360
<br />3942
<br />4989
<br />5817
<br />6662
<br />61 6"
<br />52'
<br />710
<br />232
<br />2.77
<br />3738
<br />3483
<br />3031
<br />37C7
<br />438B
<br />Sce.
<br />J.,
<br />7 7
<br />27.
<br />34.
<br />K
<br />.�S
<br />75.
<br />716,
<br />e 2'
<br />5M
<br />991.
<br />1729
<br />11-06
<br />2632
<br />22C5
<br />2698
<br />3-9-
<br />3685
<br />991
<br />1729
<br />2108
<br />2632
<br />3898
<br />5661
<br />4742
<br />ssal
<br />Car
<br />70'
<br />498
<br />E99
<br />111.6c
<br />'.516
<br />1626
<br />2564
<br />3486
<br />28.8
<br />33CZ
<br />699
<br />1245
<br />1516
<br />1843
<br />2564
<br />3486
<br />2964
<br />33V
<br />9'4'
<br />So`
<br />416
<br />699
<br />1-61
<br />N/A
<br />1625
<br />2564
<br />3486
<br />28-E
<br />331:12
<br />6%
<br />1245
<br />N/A
<br />1843
<br />2564
<br />3496
<br />2964
<br />3397
<br />ID, 61
<br />92'
<br />354
<br />535
<br />890
<br />N/A
<br />'.247
<br />2-9B
<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 />.. "
<br />l V Er
<br />5
<br />567
<br />-
<br />89,
<br />N/A
<br />246
<br />2423
<br />327
<br />4C36
<br />567
<br />945
<br />N/A
<br />1366
<br />1846
<br />2423
<br />3127
<br />4006
<br />12'0f'
<br />lag"
<br />292
<br />525
<br />873
<br />NiA
<br />.254
<br />.684
<br />2.93
<br />BC5
<br />35K
<br />525
<br />673
<br />NIA
<br />1254
<br />1694
<br />2193
<br />2805
<br />3552
<br />11! 2'
<br />E31
<br />277
<br />47 1
<br />755
<br />N/A
<br />IC75
<br />1428
<br />1838
<br />23.6
<br />2883
<br />471
<br />755
<br />N/A
<br />1075
<br />1428
<br />1838
<br />2316
<br />28M
<br />13',r
<br />17 D'
<br />255
<br />47
<br />4 -
<br />755
<br />N,' A
<br />-.428
<br />:838
<br />23-6
<br />2535
<br />471
<br />755
<br />N/A
<br />1075
<br />1428
<br />1838
<br />2316
<br />2883
<br />IVY
<br />116'
<br />239
<br />1 424
<br />7EC36
<br />N, A
<br />�OC2
<br />1326
<br />1 A97
<br />2.27
<br />1 2278 1
<br />1 424
<br />1 706
<br />N/A
<br />N'AN
<br />IOD2
<br />1328
<br />1697
<br />2127
<br />2630
<br />14'IV
<br />13'4'
<br />N/A
<br />NIA
<br />WA
<br />N"A
<br />INIA
<br />N/A
<br />N/A
<br />N/A
<br />WA
<br />;;VA
<br />783'
<br />N/A
<br />N/A
<br />1234-
<br />1421-
<br />1779'
<br />zw
<br />2662*
<br />is, x
<br />14! G"
<br />N/A
<br />NIA
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />NA
<br />N, A
<br />N,'A
<br />N/A
<br />710*
<br />N/A
<br />11w.
<br />1331,
<br />1660.
<br />2D3?
<br />2459'
<br />17'C
<br />160,
<br />N/A
<br />N/A
<br />N/A
<br />N ;A
<br />N/A
<br />NIIA
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />548*
<br />N A
<br />W*
<br />IU7'
<br />1379'
<br />1671-
<br />1997*
<br />19, 'r
<br />1901
<br />N/A
<br />N/A
<br />N/A
<br />N A
<br />N/A
<br />N/A
<br />N�'A
<br />NjA
<br />N.,A
<br />N/A
<br />420-
<br />N/A
<br />750*
<br />1177'
<br />1415*
<br />1675*
<br />M, 0!,
<br />isill"
<br />NIA
<br />N/A
<br />NIA
<br />NIA
<br />N/1
<br />7N/ A
<br />N/A
<br />NIA
<br />340*
<br />N/A
<br />596*
<br />'SE.
<br />045
<br />1110
<br />15�
<br />11�4�
<br />24, IT
<br />22'8'
<br />N/A
<br />N'A
<br />N.jA
<br />N, A
<br />N/A
<br />N,'A
<br />N/A
<br />N/A
<br />250'
<br />N/A
<br />450'
<br />.1
<br />�22[)'
<br />PRESTRESSED 9 W/2' RECESS U-UNTELS
<br />Type A = Unfilled no Rebm; Type 0 = Continuous Grout. Steel per Plan in Bond Seam Only; Type C = Continous Grout.Steel per plan In Bond
<br />Sea. & Lintel
<br />LEGEND
<br />8x8 FILLED CELL W/ (1) #5 REBAR
<br />BEAMS
<br />SX8 FILLED CELL W/ (1) #7 REBAR
<br />HEADER - WIDTH TO MATCH WALL
<br />GIRDERS
<br />FO-1
<br />BX8 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 />12X112 FILLED CELL W/ #4 REBAR
<br />(IN WALL)
<br />BALLOON FRAMED
<br />12X 12 FILLED CELL W/ #4 REBAR
<br />WALLSIHIGHER BEARING WALLS
<br />(IN COLUMN)
<br />CONCRETE TIE BEAMS
<br />lv�
<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 HDIR'S TO BE (2) PLY U.N.O.)
<br />41>- -
<br />BRACED WALL LINE
<br />FASTENERS
<br />ALLOWABLE LOADS
<br />CONNECTOR
<br />QTV
<br />I
<br />TYPE
<br />r
<br />GRAVITY JUPLIFT(lb0@16
<br />lbs) @ 1.0
<br />LATER L
<br />lbs) @ 1.6
<br />META16
<br />a
<br />0.148*x1-2n"
<br />1450
<br />F1 34D
<br />F2 770
<br />HETA16
<br />9
<br />0.148'.1-V2*
<br />1810
<br />Fj� 340
<br />F2: 770
<br />j2) META16
<br />a I -PIN
<br />10
<br />0.14rx1-1n"
<br />1875
<br />Fl: 680
<br />F2 770 1
<br />(2) META16
<br />A 2- or 3-olIt
<br />14
<br />0.162-x3-1/2-
<br />179S
<br />F1 . 1285
<br />F2. 101110
<br />(2) HETA16
<br />0 1-dy
<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 3-ply
<br />12
<br />0,162-0-In'
<br />2365
<br />Fl. 1350
<br />F2 :2430
<br />HSTMI16
<br />a
<br />0-14a'xl-1/2*
<br />1110
<br />Fl: 120
<br />F2 90
<br />4
<br />114"XI-3/4- CONC SCREW
<br />UGUw8-2
<br />6
<br />4'TITEN HD
<br />82SO
<br />2435
<br />6
<br />Z '2� SIDS SCREW
<br />MSTC28
<br />36
<br />0.14E' x 31/4"
<br />3460
<br />MTS12
<br />14
<br />0.148".1-1/2'
<br />990
<br />(21 MTS12
<br />0.14rxl-112'
<br />1980
<br />MTS16
<br />14
<br />0.148'.1-1/2"
<br />990
<br />HU210-2
<br />1/4" 2 SCREW
<br />3-
<br />ILSOND
<br />x
<br />KrS26
<br />32
<br />2,890
<br />(2) HTS16
<br />16
<br />0.148`4-In"
<br />1310
<br />HTS20
<br />24
<br />0.146-.1-1/2-
<br />1310
<br />LSTA22
<br />10
<br />0-1411�a,2-1/2"
<br />925
<br />LSTA18
<br />14
<br />0.14rx2-In-
<br />1235
<br />LSTA30
<br />22
<br />0.148'.2-1/2'
<br />1640
<br />MSTA24
<br />18
<br />0. 1411' X 2 1/2'
<br />1,640
<br />J21 MSTA24
<br />36
<br />0. I&S' X 2 1/2-
<br />3.280
<br />MSTA36
<br />26
<br />0. 2411" X 2 1/2*
<br />2,050
<br />JZWA36
<br />52
<br />0. 148" X 2 11r
<br />MSTA30
<br />22
<br />0.148'.2-In"
<br />-
<br />MSTC29
<br />36
<br />0. 14r . 3 114'
<br />3,460
<br />MStCS2
<br />62
<br />0. 14r.3:1/4'
<br />4735
<br />MSTAM24
<br />9
<br />0.148' X 3'
<br />1,42S
<br />5
<br />2/4' X 2 1/4'
<br />7-
<br />MSTAM36
<br />13
<br />0,148" X 3'
<br />1.870
<br />a
<br />1/4' X 2 1/4'
<br />[2) MSTAM36
<br />26
<br />0-14r X 3'
<br />3740
<br />16
<br />V4' 9 2 1/4'
<br />MSTCMQ
<br />1/4"x CONC SCREW
<br />2800
<br />1;0
<br />Vg..3-11A'
<br />MGT
<br />Ll
<br />_S
<br />F1 775
<br />F2: 525
<br />1
<br />�.It8gl
<br />HGT-3
<br />16
<br />0.148'x3"
<br />10.790
<br />-
<br />2
<br />3/4' ATR
<br />VGTR or L
<br />I
<br />5/8"ATR
<br />2225
<br />FI: 650
<br />F2.630
<br />16
<br />1/4-x3' SOS
<br />VGTR/L
<br />2
<br />S/S'ATA
<br />554S
<br />FI: 65D
<br />F2: 630
<br />32
<br />1/4-x3- SDS
<br />VGT
<br />I
<br />5/8"ATR
<br />4940
<br />FIL � 1185
<br />1`2� SW
<br />16
<br />114N3- SDS
<br />(21 VIST
<br />2
<br />S/S"ATR
<br />7185-2ply 11890-
<br />30N
<br />FI: 1185
<br />F27 S90
<br />32
<br />I/c,X3, 505
<br />DTT2Z
<br />1
<br />8
<br />1/2- ATIR
<br />1 1/4.3" SDS
<br />1825-2.4 in
<br />I 214S4212.4.in
<br />HTT4
<br />1
<br />1,1' Al
<br />3610
<br />18
<br />0.140",3-1/2'
<br />-
<br />HITS
<br />I
<br />4670
<br />26
<br />MAT�
<br />HTTSKT
<br />1
<br />5/8' ATR
<br />S."s
<br />26
<br />SDXIO.2-1/2'
<br />ABU44Z
<br />I
<br />S/8- ATR
<br />7570
<br />1900
<br />12
<br />0.162-.3-1/2'
<br />ASU66Z
<br />5
<br />181DI
<br />2475
<br />2
<br />i-
<br />0. ff -ATR/2.
<br />627.3.1
<br />H2.SA
<br />10
<br />0.131'.2-1/2"
<br />56S
<br />-F1, 110
<br />F2: 110
<br />HIOA
<br />IS
<br />0,148".1-1/2'
<br />im
<br />Fl. 565
<br />F2 � 285
<br />H10A-2
<br />IS
<br />0.140�xl-V2�
<br />IM
<br />Fl. 6W
<br />F2 i 260
<br />HUC48
<br />14
<br />1/4"X2-t�o SCREW.
<br />3SOO
<br />1135
<br />-
<br />6
<br />HUC414
<br />24
<br />1/4".2-3/4" CONIC SCREW
<br />sms
<br />2015
<br />-
<br />12
<br />0.148".3'
<br />LUS26
<br />4
<br />0.148'a3"
<br />B65
<br />1165
<br />-
<br />SPH4
<br />12
<br />0 148".1-1/2'
<br />Side: 640
<br />Center: 1280
<br />-
<br />DTC clips
<br />4
<br />3/16-x2-3/4' CONC SCREW.
<br />Fi: BS
<br />F2:135
<br />2
<br />0.132".2-2/2"
<br />A35
<br />12
<br />0.131"XI-IA'
<br />FI: 650
<br />F2: 670'
<br />SDWC15600
<br />1
<br />SOWC15600
<br />615
<br />Fl: 130
<br />F2 . 22S
<br />SCANC15450
<br />I
<br />SOWC15450
<br />295
<br />F2:150
<br />HTU26
<br />20
<br />0.162�0-1/2'
<br />3200
<br />12so
<br />-
<br />14
<br />0.1481.3"
<br />LGU3 63-SDS
<br />16
<br />114" X 2 1/2-
<br />6.720
<br />5.555
<br />-
<br />12
<br />1/4' X 2 In-
<br />HDUB-sw.s
<br />1
<br />7/8' ATR
<br />7.870
<br />-
<br />20
<br />114" X 2 1/2" SDS
<br />HDU11-SDS2.5
<br />1
<br />1' ATR
<br />-
<br />11,17S
<br />30
<br />114- X 2 1/ - SOS
<br />THD26
<br />20
<br />0.162". 3"
<br />2940
<br />324D
<br />20
<br />0,148- 11/2'
<br />Tl� �28
<br />2
<br />1
<br />2 1_,3'
<br />4310
<br />4860
<br />fIS
<br />!I
<br />14" .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 NALING
<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 />BUK
<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 />BOT
<br />BOTTOM
<br />FD
<br />FLOOR DRAIN
<br />OC
<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 />FN
<br />FIELD NAILING
<br />PLYWD
<br />PLYWOOD
<br />CIP
<br />CAST IN PLACE
<br />FT
<br />FOOT / FEET
<br />REINF
<br />REINFORCING/REINFORCEMENT
<br />Ci
<br />CONTROL JOINT
<br />GALV
<br />GALVANIZED
<br />REOD
<br />REQUIRED
<br />CLR
<br />CLEAR
<br />GDR
<br />GIRDER
<br />FUND
<br />ROUGH OPENING
<br />CMU
<br />CONCRETE MASONRY UNIT
<br />GRD
<br />GRADE
<br />BID
<br />STUD COLUMN
<br />COL
<br />COLUMN
<br />GWB
<br />GYPSUM WALL BOARD
<br />SHTG
<br />SHEATHING
<br />CONG
<br />CONCRETE
<br />GYP
<br />GYPSUM
<br />Sim
<br />SIMILAR
<br />CONT
<br />CONTINUOUS
<br />HD
<br />HOLD DOWN
<br />SIP
<br />SOUTHERN PINE #2 OR BETTER
<br />DBL
<br />DOUBLE
<br />HDR
<br />HEADER
<br />SPIF
<br />SPRUCE PIR FIR #142 OR BETTER
<br />DIA
<br />DIAMETER
<br />110
<br />IN LIEU OF
<br />TYP
<br />TYPICAL
<br />DWG
<br />DRAWING
<br />FN
<br />INCH
<br />UN0
<br />UNLESS NOTED OTHERWISE -j
<br />140 WINDSPEED CHARTS
<br />140 MPH 2023
<br />FL - C & C Pressures (ASD)
<br />Effed(w Wind Area
<br />Gable ftof Comp-,
<br />I Hip R000 Co�o-nts
<br />W. -m'
<br />z-. 2
<br />z- 3
<br />1 zone, I
<br />Z- 2
<br />1 3
<br />Z- 4
<br />1
<br />5-38.0
<br />A� !DO SQfT(Grocrs)
<br />L7!
<br />1 L2
<br />1 17.
<br />9!�q'
<br />14.8
<br />1 -30.3
<br />14.8
<br />-36�5
<br />14 8Z.1
<br />3f� 5
<br />31.1
<br />1 -34.1
<br />IILI�T
<br />A � 50 SO" (Wi � do-)
<br />0'.'
<br />il
<br />� ;7
<br />il
<br />Sa
<br />1&7
<br />-36.0
<br />LE.7
<br />-32.7
<br />1 18.7
<br />1 45.9
<br />32�7
<br />1 -35.9
<br />1 32-7
<br />1 -4L3
<br />A�IGSCMIF--1
<br />2.0
<br />2,L2
<br />1 -811
<br />1 24�2
<br />1 -98.6
<br />, 11
<br />AO "
<br />273
<br />1 -67.5
<br />1 273
<br />1 -A7 �
<br />;A-
<br />1 397
<br />1 16 9
<br />1 -49.0
<br />Components and Cladding Preswres (ASID) - 2023 FL
<br />Positive Nexative
<br />Width Height Effectiw Pressure PresIwuine
<br />Desor at an ZgM tw = Are a (ft2l igaft t04
<br />16070 OHGD
<br />16
<br />7
<br />112
<br />3a8
<br />-34.4
<br />3068
<br />w/3010 TR
<br />ENDS
<br />3
<br />8
<br />24,0
<br />346
<br />-45.1
<br />3068
<br />W/3010
<br />4
<br />3
<br />a
<br />24,0
<br />3,L6
<br />-37.7
<br />3060 DOOR
<br />ENDS
<br />3
<br />8
<br />24,0
<br />34,6
<br />-45.1
<br />25SH
<br />4
<br />3
<br />5.25
<br />15.9
<br />35.6
<br />-381.7
<br />606SSGD.
<br />4
<br />6
<br />6.67
<br />4CLO
<br />33,4
<br />-36.6
<br />2968 DOOR
<br />4
<br />267
<br />6.67
<br />17.9
<br />35,31
<br />38.3
<br />305M
<br />4
<br />3
<br />15.0
<br />353
<br />-3&8
<br />3050SH
<br />ENDS
<br />3
<br />-5
<br />5
<br />15.0
<br />35.7
<br />-47.3
<br />2040SH
<br />ENDS
<br />2
<br />4
<br />&0
<br />36.5
<br />-451.0
<br />60BOSGD
<br />4
<br />6
<br />8
<br />48.0
<br />DESIGN PRESSURES SHOW ARE WIN" ALLOWABLE
<br />VALUES VALUES ARE TO BE INCREASED AS
<br />REWIRED BY MORE STRINGENT LXk REOUIREMENTS
<br />ORO 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 />IN BENJAMIN NIESE, PE
<br />P.E.# 86025
<br />05/30/2024
<br />DATE
<br />STAT
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<br />Michigan
<br />3400 Auburn Rd
<br />Suite 200
<br />Auburn Hills, MI 48326
<br />+1 24&622,4035
<br />Florida
<br />12906 Tampa Oaks Blvd.
<br />Suite 150
<br />Tampa, FL 33637
<br />+1 813.46&3310
<br />www.fieldstoneae.com
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<br />�VERSION: 570
<br />SHEET NAME
<br />REFERENCE
<br />CHARTS
<br />7
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