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PRECAST LINTEL GRAVITY LOAD TABLE v4.21 <br />LOADS LISTED HAVE BEEN CALCLAATED OR COW ILED FROM APPROVED MANUFACTURERS: <br />CAST-CRETE. LOTT'S CONCRETE, QUAUTYPRECASTCO. <br />MAXIMUM LOAD (PLF) <br />APPROX. <br />LBITELLENGTH <br />MAX.CLEAR <br />OPENING <br />TYPEA <br />8"UNTEL <br />8"TYPES <br />6"TVPEC.. <br />12"TYPES <br />1YTYPEC <br />14"TYPE1" <br />14"TY►EC- <br />16"TYPEB <br />16"TYPEC <br />20"TYPEB <br />20"TYPEC <br />24"TYPEB <br />24'TYPEC <br />28"TYPE8 <br />2117TYPEC <br />21ZTYPEB <br />3TTVPEC <br />Z 16 <br />116' <br />2231 <br />3069 <br />3719 <br />32W <br />5163 <br />6507 <br />BD54 <br />9502 <br />100DO <br />Boas <br />AMOS <br />5206 <br />6123 <br />7547 <br />8974 <br />1110111) <br />10000 <br />3' 6r <br />2 2' <br />2231 <br />3069 <br />3719 <br />3280 <br />5163 <br />6607 <br />8054 <br />9502 <br />100DO <br />M <br />am <br />5206 <br />6213 <br />7547 <br />111974 <br />NON <br />10000 <br />4' 0" <br />Z 8" <br />1783 <br />2561 <br />Z751 <br />328D <br />3820 <br />4890 <br />5961 <br />7034 <br />8107 <br />2561 <br />4W5 <br />5205 <br />6113 <br />7S47 <br />8974 <br />NON <br />Im <br />4'6" <br />3 2" <br />3343 <br />1969 <br />2110 <br />299E <br />2932 <br />3756 <br />4576 <br />5400 <br />6224 <br />3%9 <br />4375 <br />$205 <br />6113 <br />M19 <br />8572 <br />20000 <br />10000 <br />a' 8" <br />3 6" <br />1217 <br />1349 <br />1438 <br />2716 <br />1999 <br />2560 <br />3132 <br />3686 <br />4249 <br />1319 <br />am <br />45P <br />sm <br />47W <br />5817 <br />7074 <br />111203 <br />5' 4" <br />p 0" <br />1006 <br />1349 <br />1439 <br />1716 <br />1999 <br />2560 <br />3132 <br />36M <br />4649 <br />1344 <br />3090 <br />4567 <br />5356 <br />4766 <br />5917 <br />7074 <br />am <br />510' <br />t 6" <br />860 <br />11D5 <br />1173 <br />160D <br />1631 <br />2090 <br />2549 <br />3009 <br />3470 <br />111105 <br />26I2 <br />424E <br />1 4350 <br />3942 <br />5917 <br />6662 <br />6' 6" <br />5 2' <br />710 <br />1232 <br />2177 <br />373E <br />3480 <br />3033 <br />4383 <br />5061 <br />1232 <br />2177 <br />2739 <br />340D <br />5382 <br />am <br />759D <br />76" <br />62' <br />570 <br />993 <br />1729 <br />2100 <br />263E <br />2205 <br />3685 <br />992 <br />1729 <br />220B <br />2632 <br />3896 <br />t3707 <br />55M <br />V 4" <br />70" <br />499 <br />re9 <br />1160 <br />1516 <br />1626 <br />2554 <br />3302 <br />W9 <br />I245 <br />1526 <br />1863 <br />2%4 <br />33a7V <br />4" <br />roll <br />416 <br />699 <br />1160 <br />N A <br />1625 <br />2564 <br />i <br />3302 <br />09 <br />INS <br />N A <br />103 <br />2564 <br />: 33P <br />w 6' <br />92" <br />354 <br />535 <br />890 <br />N A <br />1247 <br />2093 <br />2777 <br />2535 <br />S35 <br />2054 <br />N/A <br />193 <br />2a93 <br />2761 <br />2625 <br />1114" <br />IUD, <br />325 <br />567 <br />11% <br />N/A <br />1366 <br />to" <br />2423 <br />3127 <br />1 40M <br />.7 <br />945 <br />N/A <br />1366 <br />1a46 <br />2423 <br />3127 <br />4006 <br />12'0' <br />108" <br />292 <br />525 <br />873 <br />N/A <br />1254 <br />1694 <br />2193 <br />2805 <br />355E <br />525 <br />a73 <br />N/A <br />1254 <br />TIM <br />2193 <br />28M <br />3552 <br />12' 6 <br />Ir 2" <br />277 <br />471 <br />755 <br />N/A <br />1075 <br />1428 <br />1838 <br />2316 <br />28M <br />472 <br />755 <br />N/A <br />2075 <br />Min <br />law <br />2316 <br />2883 <br />13'tr <br />320" <br />255 <br />471 <br />755 <br />NIA <br />1075 <br />1428 <br />1938 <br />2326 <br />2535 <br />471 <br />755 <br />N/A <br />1 3075 <br />1428 <br />ion <br />2316 <br />211113 <br />14' 0- <br />12 8" <br />239 <br />424 <br />706 <br />N/A <br />1N2 <br />1326 <br />1697 <br />2127 <br />2278 <br />424 <br />706 <br />N/A <br />SOD2 <br />1328 <br />ISO <br />2127 <br />2630 <br />1 .1' <br />134' <br />N/A <br />NIA <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 />783e <br />N/A <br />1234' <br />1421' <br />1779' <br />218Y <br />26Qe <br />25'4r <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 />730• <br />N/A <br />I1Ne <br />1331e <br />1660• <br />2D32' <br />24W <br />17,r <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 />A <br />so- <br />N/A <br />SM. <br />1117e <br />1379e <br />167r <br />199r <br />19'e" <br />110" <br />N/A <br />N/A <br />N A <br />N A <br />N!A <br />N/A <br />N 4 <br />N A <br />N/A <br />A <br />410• <br />N A <br />750' <br />960' <br />3177e <br />1415' <br />1676• <br />20'0' <br />118" <br />N/A <br />NIA <br />N/A <br />N/A <br />N/A <br />NIA <br />N A <br />N A <br />N/A <br />WA <br />3W <br />N/A <br />598. <br />Be. <br />1114• <br />1345' <br />146B= <br />24'0" <br />2Z 8' <br />N/A <br />N A <br />N/A <br />I N/A <br />N/A <br />N/A <br />N A <br />N A <br />N/A <br />A <br />25D' <br />1 N/A <br />45V <br />(Bo. <br />'Ba(I <br />2090, <br />1220' <br />•PRESTRESS1D -1' W/2" RECESS LLLINTELS <br />Type A = UntlBed no Reba; Type B = Continuous Grout. Steel per Plan In Bond Beam Only; Type C = Contlnous Grout,Steel per plan In Bond <br />Beam & Lintel <br />LEGEND <br />8X8 FILLED CELL W/ (1) - #5 REBAR - <br />- - - - <br />BEAMS <br />NMI <br />8x8 FILLED CELL W/ (1) - #7 REBAR <br />HEADER - WIDTH TO MATCH WALL <br />------- <br />GIRDERS <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 />12x12 FILLED CELL W/ #4 REBAR <br />(1N WALL) <br />® <br />BALLOONMED <br />FILLED CELL W/ #4 REBAR <br />WALl BEARING WALLS <br />❑© <br />(I2X12 <br />N COLUMN) <br />CONCRETE TIE BEAMS <br />`iIiELEV <br />ELEVATION INDICATOR <br />® <br />PLUMBING PENETRATION FOR <br />FRAMING LAYOUT <br />au <br />DETAIL INDICATOR <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 )- <br />BRACED WALL LINE <br />FASTENERS <br />ALLOWABLE LOADS <br />CONNECTOR <br />CITY <br />TYPE <br />GRAVITY <br />Ibs 1.0 <br />UPLIFT pbs)l1.6 <br />LATERAL <br />1.6 <br />META16 <br />a <br />0.148"x1-1/2" <br />-- <br />I_ <br />FI:340 <br />F2: 770 <br />NETA16 <br />9 <br />0.148"x1-1/2" <br />- <br />1810 <br />F1: 340 <br />F2: 770 <br />(2) META16 1 <br />do <br />10 <br />0.348"xl-1/2" <br />-- <br />1875 <br />Fl : 680 <br />F2; 770 <br />(2)META16 <br />14 <br />0.162"x3-1/2" <br />-- <br />1795 <br />F1: 1285 <br />F2: 1080 <br />(2)HETA16 <br />I-olly <br />t0 <br />0.148"x2-1/2" <br />-- <br />1920 <br />FI:680 <br />F2 : 770 <br />R1 ISETAI6 <br />2- or 3-ply <br />12 <br />0.16E"x3-1/2" <br />-- <br />2365 <br />F1: 1350 <br />FI .2430 <br />HSTM16 <br />a <br />0.14a'xl-2 2" <br />-- <br />131D <br />F1: 120 <br />F2: 90 <br />4 <br />1 4'S51-3 4' CONC SCREW <br />LGUM28-2 <br />6 <br />3 8" x4' TITEN HD <br />8250 <br />2435 <br />6 <br />4"x 232"SD5SCREW <br />MSTC28 <br />36 <br />0.148"x314" <br />3460 <br />MTS12 <br />14 <br />0.148"xl- 2" <br />9w <br />2 MT512 <br />28 <br />0-148"XI.1 " <br />1980 <br />MTS16 <br />14 <br />0.148'x1-3 " <br />990 <br />HU210-2 <br />18 <br />14"x23/4"CONC SCREW <br />3500 <br />law10 <br />0.148'x 3" <br />NTS16 <br />32 <br />0.148"x1- <br />2,890 <br />2 HT516 <br />1 16 1 <br />0.148"xl-1 " <br />1310 <br />HTS20 <br />24 <br />0.148"x1- <br />1310 <br />LSTA22 <br />10 <br />0.148"x2-1 <br />25 <br />LSTAIS <br />14 <br />0.148"x2-3 " <br />1235 <br />-- <br />LSTA30 <br />22 <br />1 0.148"x2- <br />1640 <br />MSTA24 <br />8 <br />0.148" X 2 <br />1640 <br />'2 MSTA24 <br />36 <br />0.148"X2 2" <br />3180 <br />MSTA36 <br />I6 <br />0.14W X 2 2' <br />2,050 <br />f21MSTA36 <br />52 <br />0.148" X 2 3 2" <br />4100 <br />MSTA30 <br />22 <br />0.148"x2-1 " <br />20% <br />MSTC28 <br />36 <br />0.148"x3 4' <br />3460 <br />MSrC52 <br />62 <br />0.148"x3-1/4" <br />4735 <br />MSTAM24 <br />1,425 <br />-- <br />S <br />1.148 4" <br />MSTAM36 <br />13 <br />0.148" X 3" <br />1.870 <br />-- <br />8 <br />4'X2 4" <br />(2) MSTAM36 <br />26 <br />16 <br />0.148" X 3" <br />4" X 2 4" <br />3740 <br />MSTCM40 <br />30 <br />4'k2-14"CONCSCREW <br />ZNO <br />14 <br />0.148"x3- 4" <br />MGT <br />22 <br />0.14BN3" <br />.- <br />3965 <br />F1:775 <br />1`2:525 <br />1 <br />5 "ATR <br />HGT-3 <br />16 <br />0.148"x3" <br />-- <br />10,790 <br />-- <br />2 <br />3 4"ATR <br />VGTR or L <br />1 <br />5 "ATR <br />_ <br />2225 <br />F3:650 <br />F2: 630 <br />16 <br />1 4N3" SDS <br />VGTR/L <br />2 <br />5 "ATR <br />_ <br />554S <br />F3:650 <br />F2:630 <br />32 <br />1 4R3"SDS <br />VGT <br />1 <br />5 "ATR <br />4940 <br />F): 3185 <br />F2: 590 <br />36 <br />34"x3"SDS <br />(2) VGT <br />2 <br />5 "ATR <br />_ <br />7185.2ply 8890. <br />BOW <br />F3 :1185 <br />F2: 590 <br />32 <br />1 4'x3"SDS <br />DTT2Z <br />1 <br />8 <br />1/2"ATR <br />4'"" SDS <br />_ <br />1825.2x4min <br />214542)2.4.i. <br />HTT4 <br />1 <br />5/8" ATIR <br />„ <br />3610 <br />-- <br />)8 <br />D.348"x3- <br />HTTS <br />1 <br />SA- ATR <br />- <br />4670 <br />26 <br />0-148'k3" <br />HTTSKT <br />1 <br />5 "ATR <br />.- <br />5445 <br />26 <br />SD W10x212--- <br />ABU44Z <br />I <br />5 ATR <br />7570 <br />1900 <br />-- <br />12 <br />0.162"x3- <br />ABU66Z <br />1 <br />5/8"ATR <br />18205 <br />2475 <br />-- <br />12 <br />0.162"43-1 " <br />H2.SA <br />10 <br />0.131"x2-1/2" <br />-- <br />565 <br />F1.110 <br />F1 11D <br />HIDA <br />18 <br />D.148"xl-1/2" <br />-- <br />1340 <br />F3:565 <br />F2: 285 <br />H10A-2 <br />i8 <br />O. itB"xl-3/2" <br />-- <br />1080 <br />F3:680 <br />F2 : 260 <br />HUE48 <br />24 <br />1/4'12.3/4"CONIC SCREW <br />3500 <br />1135 <br />-- <br />6 <br />0.148"x3' <br />MUC414 <br />24 <br />1/4'12-3/4"CONIC SCREW <br />SOB$ <br />2015 <br />-- <br />12 <br />0.148'k3" <br />LUS26 <br />4 <br />0.148'k3" <br />865 <br />1165 <br />SPH4 <br />12 <br />0.148"xl-1/2" <br />.. <br />Side:640 <br />Censer:1280, <br />.. <br />DTC clips <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 />32 <br />0.131"41-1/2" <br />-. <br />-- <br />F3:650 <br />F2: 670• <br />SDWC156M <br />1 <br />SDWCI5600 <br />-- <br />615 <br />FI:330 <br />F2 : 225 <br />SDU'C1SAISO <br />2 <br />SDWCI54SO <br />295 <br />F2: 150 <br />HTU26 <br />20 <br />0.162"0-1/2" <br />3200 <br />1250 <br />-- <br />14 <br />0.141IN3" <br />LGU3.63-SOS <br />6.720 <br />5,555 <br />-- <br />12 <br />14"X212" <br />HDUS-SDS2S <br />I <br />7 "ATR <br />7,870 <br />-- <br />20 <br />1 4" X 2 12" SDS <br />HDU31-SDS2.5 <br />1 <br />1"ATR <br />-- <br />11,175 <br />-- <br />30 <br />4"X21 2"SDS <br />THD26 <br />20 <br />0362"x 3" <br />2940 <br />3240 <br />-- <br />20 <br />0.148'x 1 2' <br />THD28 2 <br />28 <br />11.162"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 />EQUAL <br />MIN <br />MINIMUM <br />ATR <br />ALL THREADED ROD <br />ES <br />EACH SIDE <br />M18C <br />MISCELLANEOUS <br />8LK <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 />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 />REDD <br />REQUIRED <br />CLR <br />CLEAR <br />GDR <br />GIRDER <br />RO <br />ROUGH OPENING <br />CMU <br />CONCRETE MASONRY UNIT <br />GRD <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 />COW <br />CONTINUOUS <br />HD <br />HOLD DOWN <br />SP <br />SOUTHERN PINE #2 OR BETTER <br />DBL <br />DOUBLE <br />MDR <br />HEADER <br />SPF <br />SPRUCE PIR FIR #11#2 OR BETTER <br />DLA <br />DIAMETER <br />ILO <br />IN UEU 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 Presswes Aso <br />H1eRIxe WMdArca <br />e.bte etdC erreresF <br />Hip Rod Cn arrenis <br />Wta rents <br />7Asre 1 <br />zone 2 <br />Zaxxe 3 <br />Ears 1 <br />Zdse 2 <br />Zone 3 <br />Zare 4 <br />zone 5 <br />A> 100 sQFT(CA riders) <br />17.1 <br />-15 <br />17.1 <br />-427 <br />37.1 <br />-s.0 <br />14.8 <br />-30.3 <br />14.8 <br />-365 <br />14.8 <br />-365 <br />3L3 <br />-34.1 <br />3L3 <br />-3&0 <br />A<50SCIFT Windows <br />19.E <br />-4Q4 <br />19.2 <br />-549 <br />19.2 <br />-63.9 <br />18.7 <br />-36.0 <br />18.7 <br />-327 <br />18.7 <br />-45.9 <br />327 <br />-35.9 <br />327 <br />dL3 <br />A<IOSOFT(Fasteners) <br />2d.2 <br />-520 <br />24.2 <br />-83.1 <br />24,E <br />1 -98.6 <br />27.9 <br />1 49.0 <br />1 271 <br />-67.5 <br />27.3 <br />-67.5 <br />365 <br />-39.7 <br />36.5 <br />-49.0 <br />Olmponents and Cladding Pressures (ASD) - 2023 R. <br />Positive Ne a1We <br />VAdth Height Elfe4NW: Pressure pressure <br />Denumicod ieD4 no W Area( Lain LOA <br />16070 OHGD <br />16 <br />7 <br />112 <br />1 30.8 <br />-3Q4 <br />30613 <br />W/30107R <br />ENDS <br />3 <br />8 <br />24.0 <br />34.6 <br />-45.1 <br />W MOTR <br />4 <br />3 <br />8 <br />24.0 <br />34.6 <br />-37.7 <br />309D DOOR <br />ENDS <br />3 <br />8 <br />24A <br />34.6 <br />-45.1 <br />25SH <br />4 <br />3 <br />5,25 <br />15.8 <br />35.6 <br />-39.7 <br />60685GID <br />4 <br />6 <br />6.67 <br />40.0 <br />314 <br />-36.6 <br />29%DOOR <br />4 <br />267 <br />6.67 <br />17.9 <br />35.3 <br />-3d3 <br />30505H <br />4 <br />3 <br />5 <br />1&0 <br />35.7 <br />-38.8 <br />30505H <br />ENO <br />3 <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 />-49.0 <br />608DSGD <br />4 <br />6 <br />8 <br />48.0 <br />328 <br />1 -36.0 <br />DE901 PRESSURES SHOO ARE MINIMUM ALLOWABLE <br />VALUES VALUES ARE TO BE INCREASED AS <br />REWIRED BY MORE STRINGENT LOCAL REQUIREMENTS <br />O6O Fieldstone <br />C.O.A.# ARCHITECURE: <br />AA26002802 <br />C.O.E.# ENGINEERING:---- <br />29349 <br />D IBRAHEM ELAYEB, PE <br />P.E.# 91476 <br />■ BENJAMIN NIESE, PE <br />P.E.# 86025 <br />05/15/2024 <br />DATE <br />\\\I1111IIIt//// <br />M1 I /���� <br />_ No.860 <br />toz: <br />., Q STATE OF <br />�40RIID • ���� <br />0:101VAL <br />111111 <br />asBa- <br />-E Bo`4oEa <br />o�ofr:^€a`eEg@E fro` <br />yDo€^ N€X��g.tl„ <br />ice <br />gb`a aosfroEs <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 />N <br />3 <br />a <br />_ <br />Z <br />-ZCC) <br />z <br />'wo <br />C/i <br />W p cc <br />C) <br />O <br />LL Cj) LL <br />w <br />J cd <br />U <br />wEn-I <br />C7 <br />(r0� <br />[7� <br />Q N = <br />o th N <br />F <br />DRAWN BY: I FAE <br />VERSION: 5.0 <br />SHEET NAME <br />REFERENCE <br />CHARTS <br />SHEET # <br />S5.1 <br />7 <br />I <br />