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PRECAST LINTEL GRAVITY LOAD TABLE Y4.21 <br />LOADS USTED HAVE BEEN CALCULATED OR COW LED FROM APPROVED MANUFACTURERS: <br />CAST-CRETE, IDTTS CONCRETE, QUAUTYPRECASTCO. <br />MAXIMUM LOAD (PLF) <br />APPROX. <br />LWTEL LENGTH <br />MAX. CLEAR <br />OPENING <br />TYPE A <br />8"UNTEL <br />8' TYPE B <br />CTYPEC <br />12" TYPE B <br />12•TYPEC <br />14' TYPE B" <br />14•IYPEc" <br />16" TYPE B <br />16•TYPEc <br />20" TYPE B <br />20"TYPEC <br />24" TYPE B <br />24•TYPEc <br />28" TYPE B <br />2r TYPEC <br />32 TYPE B <br />3YTYPEC <br />2 IT <br />1. 1" <br />2231 <br />3069 <br />3719 <br />3280 <br />5163 <br />6607 <br />8054 <br />9502 <br />11X00 <br />3069 <br />4605 <br />5206 <br />5113 <br />7547 <br />8974 <br />I00W <br />IOOOD <br />3' 6" <br />7 2" <br />7231 <br />3069 <br />3719 <br />3280 <br />5163 <br />6607 <br />9054 <br />9502 <br />10000 <br />3069 <br />4505 <br />5205 <br />6113 <br />7547 <br />ID74 <br />2000D <br />10000 <br />4' 0' <br />7 8" <br />1783 <br />2561 <br />2751 <br />3280 <br />3820 <br />4890 <br />5961 <br />7034 <br />8107 <br />2561 <br />4605 <br />5205 <br />6213 <br />7547 <br />8974 <br />10000 <br />10000 <br />4' 6" <br />12' <br />1343 <br />1969 <br />2130R422�4.2 <br />2931 <br />3756 <br />4576 <br />5400 <br />6224 <br />2%9 <br />4375 <br />6113 <br />7029 <br />8572 <br />20ow <br />10000 <br />4'8" <br />34" <br />1217 <br />1349 <br />1438 <br />1999 <br />2560 <br />3132 <br />3686 <br />4249 <br />1349 <br />3090 <br />5365 <br />4766 <br />BBB17 <br />7074 <br />am <br />S. 4' <br />M O" <br />1006 <br />1349 <br />1438 <br />1999 <br />2560 <br />3132 <br />3696 <br />4649 <br />1349 <br />3090 <br />5*5 <br />4766 <br />5817 <br />7074 <br />a203 <br />S1V <br />4! 6" <br />860 <br />1105 <br />1173 <br />1631 <br />2D90 <br />2549 <br />3DD9 <br />3470 <br />1205 <br />2622 <br />435D <br />3942 <br />4899 <br />5517 <br />66R <br />6' 6" <br />5 2" <br />710 <br />1232 <br />2177 <br />3738 <br />3480 <br />3031 <br />3707 <br />4383 <br />5061 <br />1232 <br />2177 <br />2739 <br />349D <br />5381 <br />W60 <br />8625 <br />759D <br />7' 6" <br />6 2" <br />570 <br />991 <br />1729 <br />21® <br />2632 <br />2205 <br />2698 <br />3191 <br />3685 <br />991 <br />1729 <br />2109 <br />2632 <br />am <br />3652 <br />4742 <br />55M <br />6'4' <br />70, <br />am <br />699 <br />U60 <br />1516 <br />1626 <br />2564 <br />3496 <br />2818 <br />3302 <br />199 <br />1245 <br />1516 <br />lat3 <br />2564 <br />3466 <br />2964 <br />33V <br />9141, <br />go" <br />416 <br />6" <br />1160 <br />N/A <br />1625 <br />2564 <br />3486 <br />2818 <br />3302 <br />699 <br />1245 <br />N/A <br />2843 <br />2564 <br />34M <br />2964 <br />3387 <br />1016, <br />9 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 />1 1533 <br />E393 <br />2781 <br />2259 <br />2625 <br />ill <br />l00" <br />315 <br />567 <br />890 <br />N/A <br />1356 <br />1846 <br />2423 <br />3127 <br />1 4006 <br />567 <br />945 <br />N A <br />1356 <br />1846 <br />2423 <br />3127 <br />am <br />12' 0 <br />We" <br />292 <br />525 <br />873 <br />N/A <br />1254 <br />1694 <br />2193 <br />2805 <br />3552 <br />525 <br />873 <br />N/A <br />1254 <br />7694 <br />2293 <br />2805 <br />3552 <br />12' 6' <br />IT 2" <br />277 <br />471 <br />755 <br />N/A <br />1075 <br />1428 <br />1838 <br />2316 <br />2883 <br />471 <br />755 <br />N/A <br />3075 <br />928 <br />Im <br />2325 <br />am <br />13'C' <br />170" <br />255 <br />471 <br />755 <br />N/A <br />1075 <br />1429 <br />2838 <br />2316 <br />2535 <br />471 <br />755 <br />N/A <br />1075 <br />11428 <br />IM <br />2316 <br />2883 <br />14'0' <br />12'8" <br />239 <br />424 <br />706 <br />NIA <br />I IOD2 <br />1326 <br />1697 <br />2127 <br />2278 <br />424 <br />705 <br />N/A <br />10112 <br />1328 <br />2697 <br />2127 <br />2630 <br />14'6` <br />IN 4' <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 />A <br />793- <br />N/A <br />1234• <br />1421• <br />1779• <br />2IOr <br />2662' <br />15'4" <br />34'0" <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 />116D <br />3331' <br />1660• <br />203r <br />2499- <br />17'4" <br />160, <br />N/A <br />NA <br />NA <br />NA <br />NA <br />A <br />NA <br />NA <br />NA <br />A <br />S48• <br />N A <br />952• <br />2ur <br />1379• <br />1671' <br />1991 <br />19'6" <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 />A <br />420' <br />N/A <br />750' <br />1 960- <br />1177- <br />1415' <br />1 1676' <br />2010' <br />168, <br />N/A <br />N/A <br />N A <br />NIA <br />N A <br />NIA <br />N/A <br />N/A <br />N/A <br />N/A <br />340• <br />N/A <br />596' <br />so. <br />3114- <br />1345• <br />14ae- <br />24'O <br />278` <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 />A <br />250• <br />N/A <br />45D' <br />MO' <br />•aaD <br />I 1o90• <br />12E)- <br />°PRESTRESSED •' 6 W/2" RECESS LLLINTELS <br />Type A- LRNllled no Rebw; Type 8= Continuous (rout, Steel per Plan In Bend Beam Only; Type C = Contlnou5 GrOut,Steel per plan In Bond <br />Beam &Lintel <br />LEGEND <br />❑ 8X8 FILLED CELL W/ (1) - #5 REBAR - <br />- - - <br />BEAMS <br />■ i 8XB FILLED CELL W/ (1) - #7 REBAR <br />HEADER - WIDTH TO MATCH WALL <br />------- <br />GIRDERS <br />❑O 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 />12x12 FILLED CELL W/ #4 REBAR <br />(1N WALL) <br />® <br />BALLOON MED <br />CELL W/ #4 REBAR <br />WAL SIHIGHER BEARING WALLS <br />(IN COLUMND <br />CONCRETE TIE BEAMS <br />ELEV ELEVATION INDICATOR <br />® <br />PLUMBING PENETRATION FOR <br />DETAIL INDICATOR <br />au <br />FRAMING LAYOUT <br />HDR SIZE LINTEL OR WOOD HDR DESIGNATION <br />OPEN SIZE (ALL WOOD HOR'S TO BE (2) PLY U.N.O.) <br />l / I I- BRACED WALL LINE <br />FASTENERS <br />ALLOWABLE LOADS <br />CONNECTOR <br />CITY <br />TYPEqI <br />GRAVITY <br />1.0 <br />UPLIFT Pbs) 0 1.6 <br />LATERAL <br />� 1.6 <br />META16 <br />8 <br />0.148".1-1/2" <br />•- <br />1450 <br />F1:340 <br />F2 : 770 <br />HETA16 <br />9 <br />0.148"xl-1/2" <br />- <br />1210 <br />F1: 340 <br />F2. 770 <br />(2)META16 <br />I -Ply <br />10 <br />0.148"xl-l/2" <br />-- <br />1875 <br />F1:690 <br />F2, 770 <br />(2)META16 <br />14 <br />0.162".3-1/2" <br />.. <br />1795 <br />F1: 1205 <br />F2. 1090 <br />(2) HETA16 <br />I-VIV <br />10 <br />I <br />0.148"xl-1/2" <br />-- <br />1920 <br />F2:680 <br />F2: 770 <br />(2) HETA16 <br />2- or 3-oly <br />12 <br />D162"x3-1R" <br />2365 <br />F3: 1350 <br />F2 .1430 <br />HSTM26 <br />8 <br />0.1481.1-1 2" <br />-- <br />1110 <br />F1: 120 <br />F2: 90 <br />4 <br />14-xl-3 4" CONC SCREW <br />L6UM28-2 <br />6 <br />3 8" x4' TITEN HD <br />8250 <br />2435 <br />6 <br />14"x 21 2"SDSSCREW <br />MSTC 8 <br />0.148"x314" <br />3460 <br />MTS12 <br />14 <br />0.148"xl- <br />990 <br />MT512 <br />28 <br />0.1 ".1• <br />1990 <br />MTS26 <br />14 1 <br />0.148".1- <br />990 <br />HL1210-2 <br />18 <br />1 4" x 2 3 4" CONC SCREW <br />3S00 <br />law <br />10 <br />D.148"x 3" <br />HTS16 <br />32 <br />0.148".1-1 2" <br />2,890 <br />2 HTS16 <br />16 <br />0.148"xl- <br />1310 <br />NTS20 <br />24 <br />0.148"xl- <br />1310 <br />LSTA12 <br />10 <br />D.1 ".2- <br />25 <br />LSTA19 <br />14 <br />0.348"x2-1 " <br />1235 <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 1 <br />0.248" X 2 2" <br />3.290 <br />MSTA36 <br />26 <br />0.148" X 2 lir <br />2.050 <br />2 TA36 <br />52 <br />0.148" X 2 2" <br />4,100 <br />MSTA30 <br />2 <br />0.148"x2- <br />MSTC28 <br />36 <br />0.248"x3 4" <br />3460 <br />WC52 <br />62 <br />0.148".3-1 4" <br />4735 <br />MSTAM24 <br />04 <br />1.425 <br />-- <br />5 <br />X2X 4" <br />MSTAM36 <br />13 <br />0.148" X 3" <br />-- <br />1.870 <br />-- <br />8 <br />14'X214" <br />(2) MSTAM36 <br />X <br />- <br />3740 <br />-- <br />16 <br />4148" <br />A <br />MSTCM40 <br />10 <br />49r2-1 4" CONC SCREW <br />28M <br />- <br />14 <br />0.148".3- 4" <br />MGT <br />22 <br />0.148'Y3" <br />3965 <br />F1:775 <br />F2: 525 <br />1 <br />5 "ATR <br />HGT-3 <br />16 <br />0.348"x3" <br />-- <br />10.790 <br />.. <br />2 <br />3 4"ATR <br />VGTR or L <br />5/8" R <br />_ <br />2225 <br />650 <br />F2: 630 <br />16 <br />1 4'k3" SDS <br />VGTR/L <br />2 <br />5 "ATR <br />_ <br />5545 <br />FI:6SO <br />F2: 630 <br />32 <br />14'R3" SDS <br />VGT <br />1 <br />5 "A R <br />4940 <br />Fl. 1185 <br />1`2: 590 <br />16 <br />4"w3"SDS <br />(2) VGT <br />2 <br />5 "ATR <br />_ <br />7185-2ply 6890- <br />Fl :1185 <br />F2: 590 <br />32 <br />1 4'k3" SDS <br />DTT22 <br />1 <br />8 <br />1/2"ATR <br />14'13"SDS <br />182S-2.4min <br />2145 2 x4min <br />H7Tt <br />1 <br />5 , AT0. <br />.- <br />3630 <br />•- <br />LB <br />0AWA:3- <br />XTTS <br />1 <br />5 "ATR <br />-- <br />4670 <br />-- <br />26 <br />0.148'L3" <br />HTTSKT <br />1 <br />5 "ATR <br />.- <br />5645 <br />.. <br />26 <br />SDX10x2- <br />ABUMZ <br />1 <br />5 "ATR <br />7570 <br />low12 <br />-- <br />0.162"x3- <br />ABU662 <br />1 <br />5/8- ATR <br />10205 <br />247S <br />-- <br />12 <br />0.162".34 <br />H2.5A <br />10 <br />0.131".2-1/2" <br />-- <br />565 <br />F1:110 <br />F2: 110 <br />HIOA <br />18 <br />0.148"4-1/2" <br />.- <br />1340 <br />FI:565 <br />F2: 285 <br />HIDA-2 <br />18 <br />0.148"xl-112" <br />-- <br />1080 <br />Fl : 600 <br />F2 : 260 <br />HUC48 <br />14 <br />1/4"xZ-3/4" CONE SCREW <br />3500 <br />1135 <br />-- <br />6 <br />0.148"x3" <br />HUC414 <br />24 <br />1AN2-3/4"CONC SCREW <br />SOBS <br />2015 <br />-- <br />12 <br />0.141IN3" <br />LUS26 <br />4 <br />0.148".3" <br />B65 <br />1165 <br />SPH4 <br />12 <br />0.148"xI.1/2" <br />.- <br />Side:64D <br />Center: 1280 <br />-- <br />DTC clips <br />4 <br />3/16N2-3/4" CONC SCREW <br />Fl : 85 <br />F2 : 135 <br />2 <br />0.131".2-I/2" <br />A3S <br />12 <br />o.131"xI-1/2" <br />.. <br />-- <br />Fl : 650 <br />F2: 670• <br />SDWCIS600 <br />1 <br />SDWC1560D <br />-- <br />615 <br />FI'130 <br />F2 .225 <br />SDWC15450 <br />1 <br />IDWC25450 <br />295 <br />F2: 150 <br />HTU26 <br />20 <br />0.162".3-1/2' <br />320D <br />1250 <br />-- <br />14 <br />0.1481.31, <br />LGU3.63-SDS <br />2" <br />6.720 <br />5,555 <br />•" <br />12 <br />3 4" X 2 <br />HDUSADS2.5 <br />I <br />7 ATR <br />-- <br />7.870 <br />-- <br />20 <br />1 4" X 21 2" SDS <br />HDUII-SDS2.5 <br />1 <br />1" ATR-- <br />30 <br />4"X 212"SDS <br />THD26 <br />20 <br />0. 162".3" <br />2940 <br />Mail <br />-- <br />20 <br />0.148". 112' <br />THD28 2 <br />28 <br />0.1%:" x 3' <br />4310 <br />4860 <br />-- <br />16 <br />0.148. 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 />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 />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 />B7WN <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 />REOD <br />REOUIRED <br />CLR <br />CLEAR <br />GDR <br />GIRDER <br />RO <br />ROUGH OPENING <br />CIVIL) <br />CONCRETE MASONRY UNIT <br />GRID <br />GRADE <br />SC <br />STUD COLUMN <br />COL <br />COLUMN <br />GWB <br />GYPSUM WALLBOARD <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 FIR 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 Aso <br />E1en31ve WWAAre. <br />Gnble Rod no, <br />I N Rodco ts <br />1A1a9 <br />wNW. <br />Zone 1 <br />Zme 2 <br />Zone 3 <br />2ene 1 <br />Zone 2 <br />Zone 3 <br />Z- 4 <br />asrc S <br />A>IOOSQFr(Cxrdvs) <br />17.1 <br />-31&3 <br />17.1 <br />-42.7 <br />17.1 <br />_49.0 <br />147 <br />-30.3 <br />348 <br />-385 <br />14.8 <br />-365 <br />3L3 <br />-34.1 <br />311 <br />-38.0 <br />A<sDsgFr Vnndows <br />19.2 <br />-4Q4 <br />19.2 <br />-549 <br />1A2 <br />-63.9 <br />187 <br />-36.0 <br />18.7 <br />-32.7 <br />18.7 <br />-45.9 <br />327 <br />1 -35.9 <br />327 <br />1 -413 <br />A< 105QFT(Fastenersl <br />242 <br />-52.0 <br />242 <br />.83.1 <br />242 <br />-98.6 <br />17.3 <br />-49.0 <br />27.3 <br />-67.5 <br />27.3 <br />-67.5 <br />385 <br />-39.7 <br />345 <br />19.0 <br />Comporkentsandtladdin`Pressure: (ASD) -2023R. <br />PosiWa Na adw <br />- <br />Width Height Effective Pressure ftestam <br />"ffi <br />1607D <br />16 <br />7 <br />112 <br />3Q8 <br />-34.4 <br />w/301OTR <br />ENDS <br />3 <br />8 <br />24.0 <br />346 <br />-45.1 <br />w MO TR <br />4 <br />3 <br />a <br />240 <br />346 <br />-37.7 <br />308D DOOR <br />ENDS <br />3 <br />8 <br />240 <br />346 <br />-45.1 <br />25SH <br />4 <br />3 <br />5.25 <br />T5.8 <br />35.6 <br />-387 <br />606BSGD <br />4 <br />6 <br />6.67 <br />40.0 <br />33.4 <br />-36.6 <br />2858 DOORI <br />4 <br />2.67 <br />6.67 <br />17.9 <br />35.3 <br />1 -383 <br />30505H <br />4 <br />3 <br />5 <br />1 15.0 <br />35.7 <br />-388 <br />305M <br />ENDS <br />3 <br />5 <br />LS.O <br />35.7 <br />•413 <br />20105H <br />ENDS <br />2 <br />4 <br />90 <br />36.5 <br />•49.0 <br />60B0 S. <br />4 <br />6 <br />8 <br />1 480 <br />32.8 <br />-360 <br />DESIGN PRESSURES SHOW! ARE WRAW ALLOWABLE <br />YALIES YAllAs ARE 10 BE NGREASID AS <br />PEOJIRED BY MORE STRNGENI LOCAL RE08RDENTS <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 />05/15/2024 <br />DATE <br />``�11111111/ �' <br />No. 8 <br />�Q STATE OF <br />A401RIOP'. <br />�tr <br />iS/ONAL. <br />111111 <br />E <br />i3?E o�r e��9oo <br />oi8c�g�P_u r <br />�seoa.ozs ..Q, .fie <br />"s�0€E <br />8�'e a�fraeo <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 />F <br />O <br />� <br />Z <br />1 <br />O Z M <br />ag <br />Q <br />W LIJ <br />J J 0 <br />�aoW <br />U <br />w�-I <br />Cii <br />Q <br />} <br />q: N <br />Qn2 <br />[� <br />o_ <br />MLLJ <br />F- <br />N <br />- <br />�/) <br />94 <br />F- <br />L <br />DRAWN BY: I FAE <br />VERSION: 5.0 <br />SHEET NAME <br />REFERENCE <br />CHARTS <br />SHEET # <br />S5.1 <br />J <br />