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PRECAST LINTEL GRAVITY LOAD TABLE x4.21 <br />LOADS LISTED HAVE BEEN CALCULATED OR COMPILED FROM APPROVED MANUFACTURERS: <br />CAST-CRErE, LOTTS CONCRETE, CIUAUTYPRECASTCO. <br />MAXIMUM LOAD (PLF) <br />APPROX. <br />LNTELLENGTH <br />MAX. CLEAR <br />OPENING <br />TYPE A <br />8"LINTEL <br />8" TYPE B <br />8"IYPEC <br />12" TYPE B <br />lrTYPEC <br />14" TYPE B'• <br />14"TWEC- <br />16' TYPE B <br />1r TYPEC <br />20' TYPE B <br />2WTYVEC <br />24'TYPEC <br />24' TYPESft!95O2 <br />37' TYPE B <br />3r TYPEt <br />z 10, <br />1'6' <br />2231 <br />3069 <br />3719 <br />3280 <br />5163 <br />6507 <br />SD54 <br />10000 <br />3068 <br />46D5 <br />Sm6 <br />6713 <br />7547 <br />wit300003'6"Z <br />2" <br />2231 <br />3059 <br />3719 <br />3290 <br />5163 <br />6607 <br />OD54 <br />100DO <br />3059 <br />am <br />sm6 <br />611a <br />7547 <br />1074 <br />10000 <br />1783 <br />2561 <br />2751 <br />3280 <br />3820 <br />48W <br />5961 <br />8107 <br />2551 <br />4605 <br />5206 <br />SUB <br />7547 <br />W74 <br />10000 <br />101100 <br />4' 6" <br />32' <br />1343 <br />1969 <br />2110 <br />2992 <br />2981 <br />3756 1 <br />4576 <br />5400 <br />6224 <br />4375 <br />5206 <br />6113 <br />71/19.. <br />8672.. <br />1000D <br />4' a" <br />3 4' <br />1217 <br />1349 <br />1438 <br />1716 <br />1999 <br />2560 <br />3232 <br />3686 <br />4249 <br />13119 <br />3490 <br />4w <br />5365 <br />AM <br />SS17 <br />7074 <br />am <br />5'4' <br />4.0' <br />1006 <br />1349 <br />1439 <br />1716 <br />1999 <br />2560 <br />3132 <br />3696 <br />4649 <br />' 1 <br />am <br />4567 <br />5365 <br />4766 <br />917 <br />7074 <br />amp <br />5l0 <br />4'6" <br />860 <br />1105 <br />1173 <br />1600 <br />1631 <br />2D90 <br />2549 <br />3DO9 <br />3470 <br />1305 <br />2622 <br />4242 <br />43M <br />3942:. <br />'4189 <br />5917 <br />"a <br />V 6' <br />S 2' <br />710 <br />1232 <br />2177 <br />3736 <br />3430 <br />3031 <br />3707 <br />4383 <br />S061 <br />12U <br />2177 <br />2731 <br />1 3410 <br />5381 <br />1 Saw : <br />am <br />r 6" <br />e r <br />570 <br />991 <br />1729INA <br />2632 <br />2205 <br />2699 <br />3191 <br />3695 <br />191 <br />1729 <br />2832 <br />MISS <br />U61. <br />4742 <br />55M <br />8' 4" <br />110, <br />INS <br />699 <br />136G <br />1626 <br />2564 <br />BIBS <br />2818 <br />3302 <br />699 <br />1245 <br />MIS <br />2564 <br />3N6 <br />29" <br />3387 <br />9147 <br />go, <br />416 <br />699 <br />1160 <br />1625 <br />2564 <br />3496 <br />28]e <br />3302 <br />a" <br />]245 <br />1943 <br />25" <br />3H6 <br />2*4 <br />3387 <br />10' 6 <br />g 2" <br />354 <br />535 <br />B90 <br />1247 <br />M93 <br />2777 <br />2163 <br />2536 <br />S3S <br />3054 <br />1533 <br />I 2093 <br />2781 <br />2259 <br />m15 <br />11'4" <br />l00" <br />315 <br />567 <br />aw <br />N/A <br />1 1366 <br />1846 <br />2423 <br />3127 <br />4006 <br />567 <br />so <br />N A <br />L356. <br />246 <br />2423 <br />$227 <br />41006 <br />12'Cr <br />lea, <br />292 <br />525 <br />873 <br />N/A <br />1254 <br />1684 <br />2193 <br />2805 <br />1 3552 <br />325 <br />873 <br />N/A <br />1254 <br />1684 <br />2193 <br />2805 <br />35M <br />12'W <br />11'2' <br />277 <br />471 <br />755 <br />N/A <br />1075 <br />1429 <br />1938 <br />2316 <br />28821 <br />03 <br />755 <br />N/A <br />1075 <br />1428 <br />I n <br />2316 <br />21181 <br />13' 4" <br />]z 0" <br />255 <br />471 <br />755 <br />N/A <br />1075 <br />1428 <br />2838 <br />2326 <br />2535 <br />471 <br />755 <br />N/A <br />im <br />1420 <br />me <br />2316 <br />2810 <br />14'0' <br />17811 <br />239 <br />424 <br />706 <br />NIA <br />1 1002 <br />1326 <br />2697 <br />2127 <br />2278 <br />424 <br />706 <br />N/A <br />low <br />1323 <br />2597 <br />2127 <br />2630 <br />14'8 <br />131' <br />N/A <br />N A <br />N A <br />N/A <br />N/A <br />N/A <br />N/A <br />NIA <br />N/A <br />A <br />7a3• <br />A <br />1234' <br />14214 <br />1779e.. <br />2186' <br />2661' <br />15'X <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 />WA <br />710' <br />N/A <br />116D' <br />1331' <br />1660' <br />2632* <br />Mw <br />lr C <br />]e 0' <br />N/A <br />NA <br />A <br />N/A <br />NA <br />A <br />N/A <br />N/A <br />NA <br />A <br />sa- <br />N/A <br />952• <br />1117' <br />1379• <br />201' <br />1997' <br />19,r <br />lvo, <br />N/A <br />NA <br />N/k <br />N/A <br />NA <br />NA <br />NA <br />N/A <br />NA <br />A <br />420' <br />N/A <br />7W* <br />S60' <br />1177' <br />1415" <br />1676' <br />20'0' <br />188' <br />N/A <br />N/A <br />N/A <br />N A <br />NIA <br />A <br />NIA <br />NIA <br />NIA <br />NIA <br />aW <br />N/A <br />598' <br />Sty <br />1114' <br />1345' <br />3448' <br />24' 0' <br />27 S' <br />N/A <br />__:1 <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 />45V <br />650' <br />-M <br />1090' <br />12m' <br />• PRESTRESSED •' 8 W/2" RECESS LLLINTELS <br />Type A= Unfilled no Rebar; Type 8 = Continuous Grout, Steel per Plan In Bond Seam Only; Type C = Contlnous Grout.Steel per plan In Bond <br />Ream & Lintel <br />LEGEND <br />Q <br />Bx8 FILLED CELL W/ (1) - #5 REBAR <br />BEAMS <br />FNTIJ <br />8x8 FILLED CELL W/ (1) - #7 REBAR <br />- <br />HEADER - WIDTH TO MATCH WALL <br />----- <br />GIRDERS <br />❑O <br />8X8 FILLED CELL W/ NO REBAR REOD------------- <br />PLUMBING WALLS (FOR REFERENCE) <br />- <br />-------- --- <br />BEARING/SHEAR WALLS (FOR REFERENCE) <br />� <br />45° CMU - FILL CELLS W/ #5 REBAR <br />ROOF BLOCKING <br />1 FILLED CELL W/ #4 REBAR <br />(INN WALL) <br />® <br />BALLOON FRAMED <br />❑© <br />12X12 FILLED CELL W/ #4 REBAR <br />WALLS/HIGHER BEARING WALLS <br />(IN COLUMN) <br />CONCRETE TIE BEAMS <br />EU=V <br />ELEVATION INDICATOR <br />® <br />PLUMBING PENETRATION FOR <br />six <br />DETAILINDICATOR <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 1 )- <br />BRACED WALL LINE <br />FASTENERS <br />ALLOWABLE LOADS <br />CONNECTOR <br />CITY <br />TYPE <br />GRAVITY <br />loll @ 1.0 <br />UPLIFT 0t.) 68 1.6 <br />LATERAL <br />Ibs 16 <br />META16 <br />8 <br />0.148'xl-1/2' <br />.. <br />14SO <br />F1:340 <br />F2: 770 <br />HETA16 <br />9 <br />0.148'd-IA- <br />- <br />1810 <br />F <br />F2: 770 <br />(2) META16 <br />10 <br />0.148'x1-1/2' <br />-- <br />1875 <br />F1: 690 <br />F2:770 <br />(2)AAETA16 <br />14 <br />0.162"x3-1/2" <br />-- <br />1795 <br />F1.1285 <br />F2: 1080 <br />SO <br />0.148"x1-lit" <br />__ <br />1920 <br />FI:680 <br />F2 : 77D <br />12 <br />0.162'x 4A- <br />-- <br />2365 <br />F1: 1350 <br />F2 . 1430 <br />tHETA16 <br />8 <br />0.148"xl-1 2" <br />-- <br />1110 <br />F1:120 <br />F2: 90 <br />4 <br />1 4.1.3 4' CONC SCREW <br />No <br />2435 <br />6 <br />4"2x4'TITEN <br />2"SDSSCREW8250 <br />36 <br />0.148" X 31 4' <br />3460 <br />14 <br />0.148"xi-1 " <br />9w <br />28 <br />0.14B"x]- <br />1 <br />MTS16 1 <br />14 1 <br />0.1411.4- <br />990 <br />HU210-2 <br />19 <br />1/4". 2 3 4' CONC $CREW <br />3500 <br />ism0 <br />D.148" x 3" <br />HTS16 <br />32 <br />0.148"d- <br />2.290 <br />(21 HTSi6 <br />16 <br />0.148'xl- <br />1310 <br />HTS20 <br />24 <br />0149"xl- <br />1310 <br />LSTAlZ <br />10 <br />0. <br />LSTAIB <br />14 <br />0.148"x2-1 " <br />-- <br />1235 <br />-- <br />LSTA30 <br />22 <br />0.148"x2-1 " <br />16Q <br />MSTA24 <br />18 <br />0. 48" <br />3640 <br />(21 MSTA24 <br />1 36 <br />1 0. lag- X 2 2' <br />3,280 <br />MSTA36 <br />26 <br />1 0.142" X 2 2' <br />2.050 <br />i STA36 <br />52 <br />1 0.148" X: 2" <br />a DO <br />2 <br />MSTC28 <br />36 <br />1 0.148'x3 4' <br />3460 <br />MSTC52 <br />62 <br />0.148"X3- 4" <br />4735 <br />MSTAM24 <br />,14rX ' <br />1.425 <br />-- <br />5 <br />MSTAM36 <br />13 <br />0.148" X 3' <br />1.870 <br />-- <br />8 <br />4"X214" <br />(21 MSTAM36 <br />26 <br />0.148" X 3" <br />3740 <br />-- <br />16 <br />4" X 1 4" <br />MSTCM40 <br />10 <br />4-x2-14-CONC SCREW <br />- <br />2800 <br />-, <br />14 <br />D.S48"x3- 4" <br />MGT <br />22 <br />0.148'Y3' <br />-- <br />396S <br />F3:775 <br />F : 525 <br />MGT-3 <br />16 <br />0.148"x3" <br />-- <br />10,790 <br />-. <br />2 <br />311 <br />VG7R or L <br />2225 <br />F2: 630 <br />16 <br />1 4'i3" SDS <br />VGTR/L <br />2 <br />"ATR <br />_ <br />5S45 <br />F1:6S0 <br />F2: 630 <br />32 <br />1 4'Y3' SDS <br />VGT <br />I <br />"A R <br />4940 <br />F1: 1385 <br />F2: 590 <br />16 <br />4"x3" SDS <br />(2) VGT <br />2 <br />5 'ATR <br />_ <br />7185.2ply 889& <br />F3: 1185 <br />F : S90 <br />32 <br />4"x3" <br />DTT22 <br />1 <br />8 <br />la'ATR <br />4N3"SDS <br />_ <br />1825-2x4min <br />2145 22x4min <br />-- <br />HTT4 <br />1 <br />5 "ATR <br />.. <br />3630 <br />-- <br />8 <br />0. 48'x - <br />MTTS <br />1 <br />"ATR <br />.. <br />4670 <br />.. <br />26 <br />0.148'h3` <br />MT75Xr <br />I <br />5/8'ATR <br />.. <br />5445 <br />.. <br />26 <br />SDN10x2-12" <br />ABU44Z <br />1 <br />5/8" ATR <br />7570 <br />1900 <br />-- <br />12 <br />0.162•x3- <br />ABU66Z <br />] <br />5 "ATR <br />18205 <br />2475 <br />-- <br />12 <br />0.162"x3- " <br />112.5A <br />10 <br />0AAl'x2-3/r <br />-- <br />565 <br />F1.110 <br />F1 110 <br />H10A <br />18 <br />0.141"xl.1/2' <br />-- <br />1340 <br />F3:565 <br />F2 : 285 <br />H10A-2 <br />18 <br />0.148'x1-1/2' <br />-- <br />loeo <br />F1.680 <br />F2. 260 <br />HUC48 <br />14 <br />1/4-x2.3/4" CONC SCREW <br />3SDO <br />1235 <br />-- <br />6 <br />0. I48Y3' <br />HUC414 <br />24 <br />1/4'Sr2-34"CONIC SCREW <br />SOBS <br />2o15 <br />-- <br />12 <br />0.145"x3' <br />LUS26 <br />4 <br />0.14ON3" <br />865 <br />1165 <br />SPH4 <br />12 <br />0 148"x1-1/2" <br />-- <br />Side:640 <br />Cent.: 1290 <br />-- <br />OTC dial <br />4 <br />3/16-x2-3/4" 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 />FI:650 <br />F2: 670' <br />SDWC156W <br />1 <br />SDWC15600 <br />-- <br />615 <br />F1'130 <br />F2:225 <br />SDWC154SO <br />1 <br />SDWC15450 <br />295 <br />F2: 150 <br />HTU26 <br />20 <br />0.162'0-1/2' <br />3200 <br />1250 <br />-- <br />14 <br />0.148"N3" <br />LGU3.63-SDS <br />I4-X212. <br />6,720 <br />5555 <br />-- <br />12 <br />HDUS-SOS2.5 <br />1 <br />7/8-ATR <br />-- <br />7,870 <br />-- <br />20 <br />14' X 21 2' SDS <br />HDU31-SOS2.5 <br />1 <br />1' ATR <br />.. <br />11.175 <br />-- <br />T. <br />1/4 "X2 2"SDS <br />THD26 <br />20 <br />0.162" x 3" <br />2940 <br />3240 <br />10 <br />0.148"xl 2' <br />THD28-2 <br />28 <br />0.162" x 3` <br />4330 <br />4860 <br />-- <br />16 <br />0.148" x 3" <br />ABBREVIATIONS: <br />AB <br />ANCHOR BOLT <br />EA <br />EACH <br />fNT <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 />BUNG <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 />FUR <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 />Fr <br />FOOT / FEET <br />REINF <br />REINFORCING/REINFORCEMENT <br />CJ <br />CONTROL JOINT <br />GALV <br />GALVANIZED <br />REOD <br />REQUIRED <br />CUR <br />CLEAR <br />GDR <br />GIRDER <br />RO <br />ROUGH OPENING <br />CMU <br />CONCRETE MASONRY UNIT <br />GIRD <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 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 />1410 NWH 2O23 <br />FL - C & C Pressures Aso <br />ase'IM-wardAren <br />Gable Rod[ nts <br />hoof Co is <br />wall Co <br />nerd <br />Zane 1 <br />Zme 2 <br />2ate 3 <br />Zane 1 <br />Zane 2 <br />Zone 3 <br />Zane 4 <br />Zane 5 <br />A. 100 SOFT(Glyders) <br />17.1 <br />-35.3 <br />17.1 <br />-42.7 <br />17.1 <br />-49.0 <br />lA8 <br />-30.3 <br />14.8 <br />-365 <br />14,8 <br />-36.5 <br />311 <br />-34.1 <br />311 <br />-38.0 <br />A<505CIF7 Windows <br />19.2 <br />-4Q4 <br />19.2 <br />JAB <br />19.2 <br />-63.9 <br />18.7 <br />-36.0 <br />18.7 <br />-32.7 <br />19.7 <br />-4S.9 <br />32.7 <br />-35.9 <br />32.7 <br />-413 <br />A<10SOFTIFaineers) <br />24.2 <br />-52.0 <br />24.2 <br />1 -831 <br />M4 <br />-98.6 <br />27.3 <br />.49.0 <br />27.3 <br />-67.5 <br />27.3 <br />-67.5 <br />365 <br />1 -39.7 <br />1 36.5 <br />1 -451A <br />Con oneantsandCladdio Prenum(M) - 2W R. <br />Positive Nuafive <br />Ciltliye Presu2 Pressuant <br />AM u Lid Are-1110 Loft lam <br />16070 DIM <br />16 <br />7 <br />112 <br />30.8 <br />-34.4 <br />3D68 <br />w/3010 TR <br />ENDS <br />3 <br />8 <br />24.0 <br />3A6 <br />-45.1 <br />w 20 TR <br />4 <br />3 <br />8 <br />24.0 <br />34,6 <br />-37.7 <br />3080 DOOR <br />ENDS <br />3 <br />8 <br />24,0 <br />34.6 <br />-45.1 <br />255H <br />4 <br />3 <br />5.25 <br />15.8 <br />35.6 <br />-38.7 <br />BEINGS SGD <br />4 <br />6 <br />667 <br />40.0 <br />33.4 <br />-36.6 <br />28M DOOR <br />4 <br />267 <br />667 <br />17.8 <br />3S.3 <br />-3&3 <br />30505H <br />4 <br />3 <br />5 <br />15.0 <br />35.7 <br />-38.8 <br />305OSH <br />ENDS <br />3 <br />5 <br />]5,0 <br />35.7 <br />-47.1 <br />2040SH <br />ENDS <br />2 <br />4 <br />&O <br />36.5 <br />-49.0 <br />6089SGD <br />4 <br />6 <br />8 <br />48.0 <br />1 319 <br />-360 <br />DE901 PRESSURES SHOO ORE MINIMUM ALLOWABLE <br />VALUES VALUES ARE 10 BE INUKASED AS <br />REWREO BY MORE S1RNGENT LOCAL REOURLEENTS <br />O0O Fieldstone <br />C.O.A.# ARCHITECURE: <br />AA26002802 <br />C.O.E.# ENGINEERIN% <br />29349 <br />O IBRAHEM ELAYEB, PE <br />P,E.# 91476 <br />■ BENJAMIN NIESE, PE <br />P.E.# 86025 <br />05/30/2024 <br />DATE <br />7 <br />No.860 <br />Ip STA <br />RID <br />AL. `�? �♦ <br />E n <br />n e�� u a.° 4 •O c E e n <br />2 X 5 5 6 w 5 6 <br />>Ttefr86�fr5gg=,"�� <br />g>;do .e6"SQ�s <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 />4-1 813.466.3310 <br />www.fieldstoneae.com <br />O <br />z <br />fJa M <br />O <br />rn <br />(►� <br />w <br />.a <br />W <br />A Q( <br />~ <br />O <br />O <br />U <br />; <br />M <br />N <br />RAWN BY: FAE <br />VERSION: 5.0 <br />SHEET NAME <br />REFERENCE <br />CHARTS <br />SHEET # <br />S5.1 <br />_J <br />