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PRECAST LINTEL GRAVITY LOAD TABLE v4.21 <br />LOADS USTED HAVE BEEN CALCULATED OR COMPILED FROM APPROVED MANUFACTURERS: <br />CAST-CRErE, LOT rS CONCRETE, QUAUTYPRECASTCO. <br />MAXIMUM LOAD (PLF) <br />APPROX. <br />UNTELLENGTH <br />OPENING <br />MAX.CLEARt178 <br />B'TYPEB <br />v <br />12"TYPES <br />22•mc <br />14"TYPEB•• <br />irtry EC" <br />6"TYPES <br />-7YPEc. <br />20"TYPEB <br />2B'7YPEc <br />24"TYPEB <br />24•TwE. <br />28"TYPEB <br />28.7YPEc. <br />32"TYPEB <br />T7PEC' <br />Y IT <br />r 6" <br />3069 <br />3719 <br />3280 <br />563 <br />6607 <br />8054 <br />9502 <br />10ODD <br />':. 3069 <br />S206 <br />6113 <br />7547 <br />am <br />30000 <br />20000 <br />3' 6" <br />Y 2" <br />3069 <br />3719 <br />3280 <br />563 <br />6507 <br />8054 <br />9502 <br />100DO <br />11W -' <br />40 <br />' sw . <br />6113 <br />7547 <br />1974.. <br />IBM <br />4' 0" <br />Y 8" <br />2551 <br />2751 <br />328D <br />3820 <br />4890 <br />5961 <br />7034 <br />8107 <br />2561 ,.. <br />52A6 <br />6w <br />7547 <br />8974 . <br />]DODOMw <br />4'6" <br />3! 2" <br />]343 <br />1959 <br />2110 <br />2952 <br />2931 <br />3756 <br />4576 <br />54DO <br />6224 <br />1: 1966 :: <br />4373 <br />3208 <br />8072 <br />10001) . <br />4' 8" <br />14" <br />1217 <br />1349 <br />1438 <br />1716 <br />1999 <br />2560 <br />3132 <br />3686 <br />4249 <br />.1349 <br />am <br />4567 <br />5385 <br />4766 <br />5017. <br />7B74. <br />am <br />5- 4" <br />4! 0' <br />1006 <br />1349 <br />1438 <br />176 <br />1999 <br />2560 <br />3132 <br />3686 <br />4649 <br />1349 <br />3D90 <br />45W <br />5365 <br />5817 <br />7074 <br />8Na <br />5' IV" <br />B 6" <br />Sao <br />1105 <br />1173 <br />1600 <br />1631 <br />2D90 <br />2549 <br />3009 <br />3470 <br />no <br />2522 <br />4242 <br />4350 <br />AB89 ' <br />5827 <br />6652 <br />6' 6" <br />5 2" <br />710 <br />1232 <br />2177 <br />3736 <br />3460 <br />3D31 <br />3707 <br />4383 <br />5061 <br />1232 <br />2177INA <br />3490 <br />5381. <br />8625 <br />7SSA <br />T 6" <br />6 2" <br />570 <br />991 <br />1729 <br />2632 <br />2205 <br />2598 <br />3191 <br />3685 <br />1i61 <br />-. 1729 <br />260.1 <br />A" <br />56d,4..' <br />4742 : <br />5T01 - <br />8' 4" <br />10" <br />498 <br />609 <br />3160 <br />1626 <br />2564 <br />3486 <br />2818 <br />3302 <br />0919 <br />45 <br />18N <br />7864 <br />us$ <br />: 29643131 <br />9'4" <br />80" <br />416 <br />699 <br />1160 <br />1625 <br />2564 <br />3486 <br />2818 <br />3302 <br />699 <br />1843 <br />2564 <br />305 - <br />2964 <br />5Fg6'6"g <br />2" <br />35q <br />535 <br />890 <br />1247 <br />2093 <br />Z777 <br />2163 <br />2536 <br />535 <br />wu <br />/ <br />1533 <br />am <br />2781: <br />2259 <br />2615 ,. <br />ll' 4" <br />1O 0" <br />315 <br />567 <br />890IN/A <br />1366 <br />1846 <br />2423 <br />3121 <br />0006 <br />W7 <br />945 <br />1356 <br />1806 <br />2423 <br />3127 <br />: 40M <br />12'T <br />lO8" <br />292 <br />525 <br />873 <br />1254 <br />1684 <br />2193 <br />20D5 <br />3552 <br />525 <br />873 <br />1254 <br />1584 <br />ZM <br />28M12'6" <br />Il'2" <br />277 <br />471 <br />755 <br />1075 <br />1428 <br />1838 <br />2316 <br />28M <br />471. <br />755 <br />1075 <br />2428 <br />1838 <br />- 2326 :.. <br />2111831T4" <br />IY 0" <br />255 <br />471 <br />755 <br />1CY75 <br />1428 <br />1838 <br />2316 <br />2535 <br />472 <br />755 <br />Ims <br />'un <br />1638 <br />236 <br />,2883, <br />14' T <br />1Y 8" <br />239 <br />424 <br />706 <br />N/A <br />1002 <br />1326 <br />1697 <br />2127 <br />2278 <br />424 <br />706 <br />N/A <br />1002 <br />2328 <br />1697 <br />2127 <br />14'8' <br />134" <br />N/A <br />N/A <br />NIA <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />`. A <br />783• <br />NIA <br />1234'. <br />3.421• <br />2779' <br />21W <br />2662- <br />W 4" <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 />-. N/A <br />710• <br />N/A <br />116M <br />Jul. <br />166w <br />203T : <br />2459• <br />17'4" <br />160., <br />N/A <br />N/A <br />NIA <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />IIIII/A <br />sw <br />N/A <br />'952• <br />1117• <br />• <br />19l7• <br />ITAr' <br />180" <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N A <br />NIA <br />N/A <br />N/A <br />A <br />42V <br />A <br />-790• <br />, 960! <br />117r <br />K <br />26W <br />Et'0' <br />188" <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 />3e1• <br />N/A <br />:596• <br />845• <br />1114"' <br />7345• <br />1468•- <br />24' 0' <br />2Y 8" <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/ I <br />A <br />250'. <br />N/A <br />4507 <br />SW <br />'860 <br />10'M' ' <br />322D• <br />iPRESTRESSED •• a' W/2" RECESS U-LINTELS <br />Type A = Unfilled no Rebar; Type S = Continuous Grout, Steel per Plan in Bond Beam Only; Type C = Contlnous Gmut,Steel per plan in Bond <br />Beam & Untel <br />LEGEND <br />8x8 FILLED CELL W/ (1) #5 REBAR - - <br />BEAMS <br />■ 1 <br />8x8 FILLED CELL W/ (1) - #7 REBAR jbVI-94 Ws <br />HEADER - WIDTH TO MATCH WALL <br />- <br />GIRDERS <br />0 <br />8X8 FILLED CELL W/ NO REBAR REOD -. -.---- ---- <br />PLUMBING WALLS (FOR REFERENCE) <br />- <br />BEARING/SHEAR WALLS (FOR REFERENCE) <br />45- CMU - FILL CELLS W/ #5 REBAR <br />ROOF BLOCKING <br />I■❑1202 <br />LLD CELL W/ #4 REBAR <br />(IN WALL) <br />® <br />❑© <br />FILLED CELL W/ #4 REBAR <br />WALLS/HIGHER BEARING WALLS <br />(IN C <br />CONCRETE TIE BEAMS <br />ELEV <br />ELEVATION INDICATOR ® <br />PLUMBING PENETRATION FOR <br />ou <br />DETAIL INDICATOR <br />FRAMING LAYOUT <br />HDR SIZE <br />LINTEL OR WOOD HDR DESIGNATION <br />OPEN SIZE <br />(ALL WOOD HDR'S TO BE (2) PLY U.N.O.) <br />4 2 l-- <br />BRACED WALL LINE <br />FASTENERS <br />ALLOWABLE LOADS <br />CONNECTOR <br />CITY <br />TYRE <br />GRAVITY <br />Ibs 1.0 <br />UPLIFT (Ibs) 1.6 <br />LATERAL <br />Ibs 1.6 <br />META36 <br />8 <br />0.148"xl-1/2" <br />-- <br />1450 <br />F3: 340 <br />F2: 770 <br />HETA16 <br />9 <br />0.148"x]-1/2' <br />- <br />1810 <br />FL 340 <br />F2:770 <br />(2)META16 <br />1- <br />10 <br />0.148"xl-1/2" <br />-- <br />1675 <br />FIE:680 <br />F2: 770 <br />(2)META16 <br />14 <br />0.162"x3-1/2" <br />-- <br />1795 <br />F3: 1285 <br />F2 : 1080 <br />(2) HETA16 <br />do 1- <br />10 <br />0.148"xl-10. <br />-- <br />1920 <br />F1:680 <br />F2 : 770 <br />(2) HETA16 <br />2- or 3-oly <br />12 <br />0.162"x3-1/2' <br />-- <br />2365 <br />F1: 1350 <br />F2 :1430 <br />HSTM16 <br />a <br />0.148"xl- 2" <br />.. <br />1110 <br />F1:120 <br />F2: 90 <br />4 <br />3 4"xl-3 4" CONIC SCREW <br />LGUM28-2 <br />6 <br />3 8" x 4' TITEN HD <br />8250 <br />2435 <br />6 <br />1 4" x 21 2" SDS SCRE W <br />MSTC28 <br />36 <br />0.148" x 31 4" <br />3460 <br />MTS12 <br />14 <br />0.148"X1- <br />990 <br />2 MTS12 <br />28 <br />0.148"xl-1 2" <br />1980 <br />MT516 <br />14 <br />0.348"x1-1 " <br />990 <br />HU 210-2 <br />18 <br />1 4" x 2 3 4" CONC SCREW <br />35M <br />1800 <br />-- <br />10 <br />0.148"X 3" <br />HTS16 <br />32 <br />0.148"x]-1 " <br />2,890 <br />2 HTS16 <br />16 <br />0.148"X1-12' <br />1310 <br />KT520 <br />24 <br />0.148"x1- 2" <br />1310 <br />LSTA12 <br />10 <br />0.148"z2- <br />925 <br />LSTA18 <br />I4 <br />0.148"x2- <br />1235 <br />LSTA30 <br />22 <br />0.148"X2- <br />1640 <br />MSTA24 <br />18 <br />0.148" X 21 2" <br />1640 <br />2 MSTA24 <br />36 <br />0.148" X 21 2" <br />3.280 <br />MSTA36 <br />26 <br />0.148" X 21 2" <br />2.050 <br />0.148"X212" <br />_ <br />4,100 <br />22 <br />0.148"x2-1 2" <br />205036 <br />0.148"x 314" <br />3.460 <br />62 <br />0.148"x3-1 4" <br />473S <br />R(2)MSTA3652 <br />9 <br />0.148" X 3' <br />- <br />1.4255 <br />14"X214"13 <br />0.148"X 3" <br />1,870 <br />-- <br />8 <br />i4"X214" <br />-- <br />(2) MSTAM36 <br />26 <br />0. 14B" X 3" <br />3740 <br />-- <br />16 <br />I4"X214' <br />MSTCM40 <br />10 <br />4"XZ-1 4" CONIC SCREW <br />-- <br />280D <br />-- <br />14 <br />13.148%3-1 4" <br />MGT <br />22 <br />0.148"x3" <br />3965 <br />F1:775 <br />F2: 525 <br />1 <br />5 "ATR <br />HGT-3 <br />16 <br />0.149"x3" <br />.. <br />10,790 <br />-- <br />2 <br />34"ATR <br />VGTR or L <br />2225 <br />F2: 630 <br />6 <br />1 4"x3" SDS <br />VGTR/L <br />2 <br />5 "ATR <br />5545 <br />F1:650 <br />F2: 630 <br />32 <br />4"x3-SDS <br />VGT <br />1 <br />5 "ATR <br />_ <br />4940 <br />F1:1185 <br />F2: 590 <br />16 <br />1 4"x3" SOS <br />(2) VGT <br />2 <br />5/8- ATR <br />_ <br />7185-2ply 889D. <br />F3: 1195 <br />F2: 590 <br />32 <br />1 4"x3"SDS <br />DTT2Z <br />1 <br />8 <br />1/2"ATR <br />14"x3"SDS <br />_ <br />1825-2x4 min <br />2145 2 2x4min <br />HTT4 <br />1 <br />5/8" ATR <br />.. <br />3610 <br />-- <br />18 <br />0.148"x3-1 2" <br />HITS <br />1 <br />5 "ATR <br />4670 <br />26-- <br />HTT5KT <br />1 <br />5 8"ATR <br />-- <br />5445 <br />-- <br />26 <br />SD X10x2-12" <br />ABU44Z <br />1 <br />5 "ATR <br />7570 <br />1900 <br />-- <br />12 <br />0.162'k3-1 2" <br />ABU66Z <br />1 <br />5 "ATR <br />1820S <br />2475 <br />-- <br />12 <br />0.162"N3-1 2" <br />H2.54, <br />10 <br />0.131-Q-1/2" <br />-- <br />565 <br />F1: SID <br />F2: 110 <br />H1DA <br />18 <br />0.148"x1-1/2" <br />-- <br />1340 <br />F3:565 <br />F2: 285 <br />H10A-2 <br />18 <br />0.148"xl-1/2" <br />-- <br />- <br />FS : 680 <br />F2.260 <br />HUC48 <br />14 <br />1/4"x1-3/4"CONC SCREW <br />3500 <br />1135 <br />-- <br />6 <br />0.148"x3" <br />HUC414 <br />24 <br />1/4"x2-3/4" CONIC SCREW <br />S085 <br />2015 <br />-- <br />12 <br />0.148"x3" <br />LUS26 <br />4 <br />0.148"x3" <br />865 <br />1165 <br />- <br />SPH4 <br />12 <br />0.148"x1-1/2" <br />__ <br />Side. 640 <br />Center:12BO <br />-- <br />DTC clips <br />4 <br />3/16N2-3/4" CONC SCREW <br />Fl : 85 <br />F2: 135 <br />2 <br />0.131"x2-1/2" <br />A35 <br />12 <br />0.131"xl-1/2" <br />__ <br />-- <br />F1:650 <br />F2: 670• <br />SDWC15600 <br />1 <br />SDWC1560D <br />-- <br />615 <br />F1: 130 <br />F2 : 225 <br />SDWC15450 <br />1 <br />SDWC15450 <br />295 <br />F2. 150 <br />HTU26 <br />20 <br />0.162"x3.1/2" <br />3200 <br />1250 <br />-- <br />14 <br />0.148"0" <br />LGU3.63-SDS <br />2 <br />6.720 <br />5.555 <br />-- <br />12 <br />1/4"X2 " <br />HDU8-SDS2S <br />1 <br />7/8" ATR <br />_ <br />7,870 <br />-- <br />20 <br />14"X 21 1" SDS <br />HDU11-SDS2.5 <br />1 <br />1"ATR-- <br />30 <br />1 4" X 2 1 2" SDS <br />THD26 <br />20 <br />0.162"x 3" <br />2940 <br />3240 <br />-- <br />20 <br />0.148" x 1 ] 2- <br />THD28-2 <br />28 <br />0.162" x 3" <br />4310 <br />4860 <br />-- <br />16 <br />O.1d8" x 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 NAILING <br />MFR <br />MANUFACTURER <br />ARCH <br />ARCHITECT/ARCHITECTURAL <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 />MO <br />MASONRY OPENING <br />BLHG <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 />CJ <br />CONTROL JOINT <br />GALV <br />GALVANIZED <br />REQD <br />REQUIRED <br />CLR <br />CLEAR <br />GDR <br />GIRDER <br />RO <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 />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 />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 LIEU 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 2O23 <br />FL - C & C Pressures(ASCII <br />9fediw WlndArea <br />iiablaRadC onems <br />H lbd S2 <br />War Cn MM' <br />Zane 1 <br />Zrxre 2 <br />2one 3 <br />Zone 1 <br />2ane 2 <br />Zone 3 <br />Zane 4 <br />Zane 9 <br />A- 100 SCFTOIrders) <br />17.1 <br />-35.3 <br />17.1 <br />-42.7 <br />17.1 <br />-49.0 <br />148 <br />-30.3 <br />14.8 <br />-36.5 <br />14.8 <br />-365 <br />3L1 <br />-34.1 <br />311 <br />-3&0 <br />A<50SCFr(Window: <br />19.2 <br />-40.4 <br />19.2 <br />1 -54.9 <br />1 19.2 <br />-63.9 <br />197 <br />1 -36.0 <br />1 18.7 <br />1 -327 <br />1 18.7 <br />-45.9 <br />1 327 <br />1 -35.9 <br />1 327 <br />1 -41.3 <br />A< 10 SOFr(Fasteners) <br />1 242 <br />1 -520 <br />24.2 <br />1 -93.1 <br />2d.2 <br />-98.6 <br />27.3 <br />-09.0 <br />27.3 <br />-67.5 <br />27.3 <br />-67.5 <br />365 <br />-39.7 <br />365 <br />-09.I <br />Components and OadcOn` Pressures (ASD) - 2023 FL <br />Positive Negative <br />Width Height Effective Pressure Pressure <br />Deagiod Z1202 <br />16070 OHGD <br />--- <br />16 <br />7 <br />112 <br />30.8 <br />-344 <br />w/3030 TR <br />ENDS <br />3 <br />8 <br />24.0 <br />346 <br />-45.1 <br />w 3010 TR <br />4 <br />3 <br />8 <br />24.0 <br />346 <br />-37.7 <br />3080 DOOR <br />ENDS <br />3 <br />8 <br />240 <br />346 <br />-45.1 <br />25SH <br />4 <br />3 <br />5.25 <br />15.8 <br />35.6 <br />-3&7 <br />GD68 SGD <br />4 <br />6 <br />6.67 <br />40.0 <br />33.4 <br />-36.6 <br />2868 DOORI <br />4 <br />1 Z67 <br />1 6.67 <br />17.8 <br />35.3 <br />-3&3 <br />3050SH <br />4 <br />3 <br />5 <br />15.0 <br />35.7 <br />1 -38.8 <br />3050SH <br />ENDS <br />I 3 <br />5 <br />15.0 <br />35.7 <br />-47.3 <br />2040SHI <br />ENDS <br />1 2 <br />4 <br />&0 <br />365 <br />1 -49.0 <br />60805GD1 <br />4 <br />1 6 <br />8 <br />4&0 <br />328 <br />-36.0 <br />DESIGN PRESSURES SHOWN ARE MINIMUM ALOWABLE <br />VALUES VALUES ARE TO BE INCREASED AS <br />REOURED BY MORE SIRINCLNI LOCAL REDUIREYENIS <br />OHO Fieldstone <br />C.O.A.# ARCHITECURE: <br />AA26002802 <br />C.O.E.# ENGINEERING: <br />29349 <br />O IBRAHEM ELAYEB, PE <br />P.E.# 91476 <br />■ BENJAMIN NIESE, PE <br />P.E.# 86025 <br />05/03/2024 <br />DATE <br />`�%%jIIIIII///' <br />��J p►M 1 N ,�i�i <br />�y l� <br />0 STATTTTA E- F Q/�` <br />S�ONA1.1�? <br />111111 <br />=_3EFa aPa°Eo <br />05& EE,E <br />©ocb Pfr.E <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, FL 33637 <br />+1 813.466.3310 <br />www.fieldstoneae.com <br />LN <br />C� <br />ar� <br />M <br />A <br />O <br />0-4LU <br />W <br />O <br />U <br />CIO <br />(Y <br />DJ <br />Cr <br />a <br />, <br />W <br />0 <br />a <br />N <br />-, <br />0 <br />04 <br />F <br />L <br />DRAWN BY: FAE <br />VERSION: S- <br />SHEET NAME <br />REFERENCE <br />CHARTS <br />SHEET # <br />S5.1 <br />7 <br />J <br />