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PRECAST LINTEL GRAVITY LOAD TABLE .4.21 <br />LOADS LISTED HAVE BEEN CALCULATED OR COMP ILED FROMAPPROVED MANUFACTURERS: <br />CAST-CRETE, LOTTS CONCRETE, QUALITY PRECASTCO. <br />MAXIMUM LOAD (PLF) <br />APPROX. <br />UNTELLENGTH <br />MAX. CLEAR <br />OPENING <br />TYPE A <br />8" LINTEL <br />8" TYPE B <br />8"TYPEC <br />12" TYPE B <br />12"TYPEC <br />14"TYPE B^ <br />14"TYPEC' <br />16" TYPES <br />16.7YPEC <br />20" TYPE B <br />20'TYPEC <br />24"TYPES <br />24"TYPEC <br />28" TYPE B <br />28"TYPEC <br />32" TYPE B <br />32"TYPEC <br />2 1T <br />1'6" <br />2231 <br />3069 <br />3719 <br />3280 <br />5163 <br />6607 <br />8054 <br />9502 <br />iGODO <br />3069 <br />4605 <br />5205 <br />6ll3 <br />7547 <br />8974 <br />30000 <br />100DO <br />3' 6" <br />7 2" <br />2231 <br />3069 <br />3719 <br />3280 <br />5163 <br />6607 <br />8054 <br />9502 <br />30000 <br />3059 <br />4605 <br />5206 <br />6113 <br />7547 <br />8974 <br />10000 <br />100D0 <br />410. <br />2 8" <br />1783 <br />2561 <br />2751 <br />3280 <br />3820 <br />4890 <br />5961 <br />7034 <br />8107 <br />2561 <br />4605 <br />5206 <br />6113 <br />7547 <br />8974 <br />1000D <br />100D0 <br />4' 6" <br />3'2" <br />1343 <br />1969 <br />2110 <br />2992 <br />2931 <br />3756 <br />4576 <br />54M <br />6224 <br />1969 <br />4375 <br />5206 <br />6ll3 <br />7019 <br />8672 <br />10000 <br />10000 <br />4'8" <br />3'4" <br />1217 <br />1349 <br />1438 <br />1716 <br />1999 <br />2560 <br />3132 <br />3686 <br />4249 <br />1349 <br />3090 <br />4567 <br />5365 <br />4766 <br />5817 <br />7074 <br />8203 <br />1. 1. <br />4'0" <br />1006 <br />1349 <br />1438 <br />1716 <br />1999 <br />2560 <br />3132 <br />3686 <br />4649 <br />1349 <br />3090 <br />4567 <br />5365 <br />4766 <br />5817 <br />7074 <br />6203 <br />5'30" <br />4'6" <br />860 <br />1105 <br />1173 <br />i600 <br />1631 <br />2090 <br />2549 <br />3009 <br />3470 <br />3105 <br />2622 <br />4242 <br />4360 <br />3942 <br />4889 <br />$817 <br />6662 <br />6' 6" <br />S 2" <br />710 <br />1232 <br />2177 <br />3738 <br />1 3480N2564 <br />3707 <br />4383 <br />5061 <br />1232 <br />2177 <br />2738 <br />3480 <br />8360 <br />8625 <br />7590 <br />7'1" <br />62" <br />570 <br />991 <br />1729 <br />2/W <br />2632 <br />2698 <br />3191 <br />3685 <br />991 <br />1729 <br />210E <br />2632 <br />5661 <br />4742 <br />55M <br />8' 4" <br />10" <br />488 <br />699 <br />1160 <br />15'16 <br />1626 <br />3486 <br />2818 <br />3302 <br />699 <br />1245 <br />1516 <br />1843 <br />3496 <br />2964 <br />3397 <br />9'4" <br />60" <br />416 <br />699 <br />1160 <br />N/A <br />1625 <br />3486 <br />2818 <br />3302 <br />699 <br />1245 <br />N A <br />1843 <br />3486 <br />2964 <br />3397 <br />1016, <br />SIP 2" <br />354 <br />535 <br />890 <br />N/A <br />1247 <br />2093 <br />2777 <br />2163 <br />2536 <br />535 <br />1054 <br />N/A <br />IM3 <br />2093 <br />2791 <br />2259 <br />2615 <br />11' 4" <br />10 0" <br />315 <br />567 <br />890 <br />N/ A <br />i366 <br />1846 <br />2423 <br />3127 <br />4006 <br />567 <br />945 <br />N A <br />1366 <br />1846 <br />2423 <br />3127 <br />4006 <br />12'Cr <br />id 8" <br />292 <br />525 <br />873 <br />N/A <br />1254 <br />'1684 <br />2193 <br />2805 <br />3552 <br />525 <br />873 <br />N A <br />I254 <br />3684 <br />2193 <br />2805 <br />3552 <br />12'6" <br />11'2" <br />277 <br />471 <br />755 <br />N/A <br />1975 <br />A28 <br />'i838 <br />2316 <br />2883 <br />471 <br />755 <br />N A <br />1075 <br />1428 <br />1838 <br />2316 <br />28M <br />13'4" <br />12'0" <br />255 <br />471 <br />755 <br />N/A <br />1075 <br />1428 <br />1838 <br />2316 <br />2535 <br />471 <br />755 <br />N A <br />1075 <br />M28 <br />1838 <br />2316 <br />2883 <br />14'0' <br />1Z 8" <br />239 <br />424 <br />706 <br />N/A <br />1002 <br />1326 <br />1697 <br />2127 <br />2278 <br />424 <br />706EN/A <br />IOD2 <br />1328 <br />1697 <br />2127 <br />263D <br />14'6' <br />13'4" <br />N/A <br />N/A <br />WA <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />783'1234• <br />1421' <br />1779' <br />2188• <br />2662' <br />15'4" <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 />710'116" <br />1331' <br />1660• <br />2032' <br />2459•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 />548' <br />952' <br />1117• <br />1379' <br />1671' <br />1997• <br />19'4" <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 />420' <br />N/A <br />750• <br />950• <br />1177• <br />1415' <br />1676' <br />NO, <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 />340- <br />N/A <br />598• <br />W. <br />3114' <br />134V <br />1468• <br />24'T <br />228" <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 />250• <br />N/A <br />1 450- <br />B50• <br />1 '680 <br />1D90' <br />1220- <br />• PRESTRESSED '• B' W/2" RECESS U-LINTELS <br />Type A = Unfilled no Reber; Type B= ConOnuous Grout, Stee I per P Ian in Bond Beam On ly; Type C = Contlnous Grout,Steel per plan In Bond <br />Beam & Lintel <br />LEGEND <br />Q <br />8x8 FILLED CELL W/ (1) - #5 REBAR <br />- - <br />BEAMS <br />■ i <br />8x8 FILLED CELL W/ (1) - #7 REBAR' <br />a <br />HEADER - WIDTH TO MATCH WALL <br />GIRDERS <br />[QJ <br />8x8 FILLED CELL W/ NO REBAR REDD <br />PLUMBING WALLS (FOR REFERENCE) <br />------- -- ---- <br />BEARING/SHEAR WALLS (FOR REFERENCE) <br /># <br />45° CMU -FILL CELLS W/ #5 REBAR <br />ROOF BLOCKING <br />12x12 FILLED CELL W/ #4 REBAR <br />WALL) <br />® <br />BALLOON(IN <br />FILLED CELL W/ #4 REBAR <br />WALLSMIGHER BEARING WALLS <br />(IN COLUMN) <br />CONCRETE TIE BEAMS <br />EIEV <br />ELEVATION INDICATOR <br />® <br />PLUMBING PENETRATION FOR <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 />I 1 1- <br />BRACED WALL LINE <br />FASTENERS <br />ALLOWABLE LOADS <br />CONNECTOR <br />CITY <br />TYRE <br />GRAVITY <br />Ibs 1.0 <br />UDLIFT 116s)(m 1.6 <br />LATERAL <br />16s 1.6 <br />META16 <br />8 <br />0.148"xl-1/2' <br />.- <br />1450 <br />F3: 340 <br />F2: 770 <br />HETA16 <br />9 <br />0.148'x1-1/2' <br />- <br />1810 <br />F1: 340 <br />F2: 770 <br />(2)METAl6 <br />1- <br />10 <br />0.148"xl-1/2" <br />-- <br />1875 <br />F1:680 <br />F2:770 <br />(2)META16 <br />14 <br />0.162"0-1/2" <br />-- <br />1795 <br />F1: 1285 <br />F2 : 1080 <br />(2)HETA16 <br />Is 1-ply <br />10 <br />0.148"4-1/2" <br />-- <br />1920 <br />F1:680 <br />F2 : 770 <br />(2) HETA16 <br />2- or 3-Ply <br />12 <br />0.162'x3-1/2' <br />-- <br />2365 <br />F1: 1350 <br />F2 :1430 <br />HSTM16 <br />8 <br />0.148"x1- 2" <br />-- <br />1110 <br />F1:120 <br />F2: 90 <br />4 <br />1 4.1-3 4" CONIC SCREW <br />LGUM28-2 <br />6 <br />3 8" x4' TITEN RD <br />8250 <br />2435 <br />6 <br />34"x232"SDSSCREW <br />MSTC28 <br />36 <br />0.148"x314" <br />3460 <br />MTS32 <br />14 <br />0.148"xl- <br />990 <br />(21 MT512 <br />28 <br />0.148'xl-1 2' <br />1980 <br />MT516 <br />14 <br />0.148"xl-1 " <br />990 <br />HU210-2 <br />18 <br />1 4" x 2 3 4" CONC SCREW <br />3500 <br />ism0 <br />10 <br />0.148" x 3" <br />HTS16 <br />32 <br />0.14B"xl-1 <br />2,890 <br />2 HTS16 <br />16 <br />0.148"x1-1 2" <br />1310 <br />KT520 <br />24 <br />0.148"x1-1 2" <br />1310 <br />LSTA12 <br />30 <br />0.148"x2- <br />925 <br />LSTA18 <br />14 <br />0.148"x2-1 " <br />-- <br />1235 <br />- <br />LSTA30 <br />22 <br />0.148"x2- <br />1640 <br />MSTA24 <br />18 <br />0.148" X 2 2" <br />1640 <br />2 MSTA24 <br />36 <br />0.148" X 21 2" <br />3,280 <br />MSTA36 <br />26 <br />0.148"X23 2" <br />2050 <br />2 MSTA36 <br />52 <br />0.148" X 21 2" <br />4100 <br />MSTA30 <br />22 <br />0.1 "x2-12" <br />2050 <br />MSTC28 <br />36 <br />0.148"x 314" <br />3,460 <br />MSTC52 <br />62 <br />0.148"x3-14" <br />4735 <br />MSTAM24 <br />0448'X 3" <br />IA25 <br />-- <br />5 <br />MSTAM36 <br />13 <br />OA48"X 3' <br />1,870 <br />-- <br />B <br />14"X214" <br />12) MSTAM36 <br />26 <br />16 <br />0.148" X 3" <br />4`X214" <br />3740 <br />-- <br />MSTCM40 <br />10 <br />1 214".2-1/4" CONIC SCREW <br />- <br />28DO <br />14 <br />0.148"x3-1 4" <br />MGT <br />22 <br />0.148'x3' <br />-- <br />3965 <br />I <br />F1:775 <br />F2: 52S <br />1 <br />5 "ATR <br />HGT-3 <br />16 <br />0.148"x3" <br />-- <br />10,790 <br />-- <br />2 <br />34"ATR <br />vGTR or <br />2225 <br />Fl: 650 <br />F2. 630 <br />16 <br />14"x3"SDS <br />VGTR/L <br />2 <br />5 "ATR <br />_ <br />554S <br />F3:650 <br />F2: 630 <br />32 <br />4"x3" SOS <br />VGT <br />1 <br />5 'ATR <br />_ <br />4. <br />1185 <br />F2: <br />F2: 590 <br />16 <br />1 4"x3" SDS <br />(2) VGT <br />2 <br />5 "ATR <br />_ <br />7185-2* 8890w <br />3.1v <br />F3: 1185 <br />F2: 590 <br />32 <br />1 4"x3" SIDS <br />DTT2Z <br />1 <br />8 <br />1/2"ATR <br />14"x3"SDS <br />_ <br />1825-2x4 min <br />234522x4min <br />RTT4 <br />I <br />5/8- ATR <br />-' <br />3630 <br />-- <br />18 <br />0.148N3-1 " <br />HITS <br />1 <br />5 `ATR <br />4670 <br />-- <br />26 <br />H775KT <br />1 <br />5 'ATR <br />-- <br />5445 <br />-- <br />26 <br />SD 910x2-1 2" <br />ABU44Z <br />1 <br />5 8" ATR <br />7570 <br />1900 <br />-- <br />12 <br />0.162"x3-1 2" <br />ABU66Z <br />1 <br />5 ' ATR <br />18205 <br />2475 <br />-- <br />12 <br />0.162%3-1 2" <br />H2.SA <br />30 <br />0.131"x2-1/2" <br />-- <br />565 <br />F1:110 <br />F2: 110 <br />H10A <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"x1-1/2" <br />-- <br />1080 <br />F1: 680 <br />F2:260 <br />HUC48 <br />14 <br />llW'x2-3/4"CONC SCREW <br />35DD <br />1135 <br />-- <br />6 <br />0.148"x3" <br />HUC414 <br />24 <br />1/4'k2-3/4"CONC SCREW <br />SOBS <br />2015 <br />-- <br />12 <br />0.148"x3" <br />LUS26 <br />4 <br />0.14SN31" <br />965 <br />1165 <br />-- <br />SPH4 <br />12 <br />0.148"xl-1/2" <br />-- <br />Side :640 <br />Cemer : 1280 <br />-- <br />DTC clips <br />4 <br />3/16-x2-3/4" CONC SCREW <br />Fl : 85 <br />F2: 235 <br />2 <br />OA31"x2-1/2" <br />A35 <br />12 <br />0.131"x1-3/2" <br />__ <br />-- <br />Fl :650 <br />F2: 670• <br />SOWC15600 <br />1 <br />SDWC15600 <br />-- <br />615 <br />F1: 130 <br />F2 : 225 <br />SIYWC15450 <br />1 <br />SDWC15450 <br />295 <br />F2:150 <br />MTU26 <br />20 <br />0.162"x3-1/2" <br />3200 <br />1250 <br />-- <br />14 <br />0.148'x3" <br />LGU3.63-SDS <br />6.720 <br />5,555 <br />-- <br />12 <br />1/4"X212" <br />HDU8-SDS2.5 <br />1 <br />7 'ATR <br />-- <br />7.870 <br />-- <br />20 <br />14-X2 2"SDS <br />HDUll-SDS2.5 <br />1 <br />1"ATR <br />-. <br />11,175 <br />-- <br />30 <br />1/4 - X 21 2" SDS <br />THD26 <br />20 <br />0.162„x 3" <br />2940 <br />3240 <br />20 <br />0.148" x 13 2" <br />THD28-2 <br />28 <br />0.162"x 3" <br />4310 <br />4860 <br />-- <br />16 <br />0.148" 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 />EO <br />EOUAL <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 />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 />REINFORCINGIREINFORCEMENT <br />CJ <br />CONTROL JOINT <br />GAV <br />GALVANIZED <br />REDD <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 />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 #142 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 ASo <br />19feRlv>• WMdArca <br />om Gabe RoofCpmems <br />Hi Components Roof <br />Wallco <br />hems <br />Zane 1 <br />Zane 2 <br />Zone 3 <br />zone 1 <br />2ane 2 <br />2orc 3 <br />lane 9 <br />2one 5 <br />A- 100 SOFT (3 rders) <br />37.1 <br />-35.3 <br />17.3 <br />-42.7 <br />17.1 <br />-49.0 <br />14.8 <br />.30.3 <br />14.8 <br />-36.5 <br />14.8 <br />-365 <br />311 <br />-34.1 <br />3L3 <br />-360 <br />A-SOSQFr Wnd- <br />19.2 <br />-40.4 <br />19.2 <br />-54.9 <br />19.2 <br />-63.9 <br />18.7 <br />-36.0 <br />18.7 <br />-32.7 <br />18.7 <br />45.9 <br />327 <br />-35.9 <br />32.7 <br />-4L3 <br />As105QFT(Fasteners) <br />242 <br />-520 <br />24.2 <br />-83.1 <br />242 <br />-98.A <br />27.3 <br />39.0 <br />27.3 <br />-67.5 <br />1 27.3 <br />1 -67.5 <br />3G5 <br />-39.7 <br />369 <br />-49.0 <br />Components and gadding Pressures (ASD) - 2023 FL <br />Positive Negative <br />Width Height Effective Pre SSule Preswre <br />Desaio 7= lftl ffil A1saff121 1RsfS LRA <br />16070 OHGD <br />16 <br />7 <br />112 <br />30.8 <br />-344 <br />3068 <br />w/3010 TR <br />ENDS <br />3 <br />8 <br />24.0 <br />34.6 <br />-45.1 <br />3068 <br />,13010 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 />255H <br />4 <br />3 <br />5.25 <br />15.8 <br />35.6 <br />-38.7 <br />60685GD <br />4 <br />6 <br />6.67 <br />40L0 <br />33.4 <br />-366 <br />2868 DOOR <br />4 <br />267 <br />6.67 <br />17.8 <br />35.3 <br />-38.3 <br />3050SH <br />4 <br />3 <br />5 <br />15.0 <br />35.7 <br />-38.8 <br />30505H <br />END5 <br />3 <br />5 <br />15.0 <br />1 35.7 <br />17.3 <br />20405H <br />END5 <br />2 <br />1 4 <br />BO <br />365 <br />-49.0 <br />60805GD <br />4 <br />6 <br />8 <br />4&0 <br />32.8 <br />OC9fN PRIS9RES SIIO'W ARE Mike ALLOWABLE <br />VALUS VALUES ARE TO BE NOBASED AS <br />REWRED BY MORE STINEiNT LOCAL REOUIREYENTS <br />O@O 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 />No. 86 <br />�AQ SSA OF <br />AL 1E?� . <br />1III II <br />i3?E� t`wp6 EO <br />SeaE <br />mE <br />®QSQ�B'Eao 8�6s <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 />M <br />O <br />Y <br />O <br />A <br />a <br />z <br />W <br />LU <br />o� <br />~1 <br />W <br />W <br />O <br />04 <br />c7 <br />E- x <br />U <br />ir <br />Lu <br />x <br />Q <br />x <br />[� <br />N <br />Agi <br />C <br />04 <br />t_ <br />DRAWN BY: FAE <br />VERSION: 5.0 <br />SHEET NAME <br />REFERENCE <br />CHARTS <br />�5.1 <br />J <br />