Laserfiche WebLink
PRECAST LINTEL GRAVITY LOAD TABLE v4.21 <br />LOADS USTEDHAVE SEEN CALCUILA71ED OR COMPILED FROM APPROVEDMANUFACTURERS: <br />CAST-"ETE. LDrrS CONCRETE, CAJAUTYPRECASTCO. <br />MAXIMUM LOAD (PLF) <br />APPROX. <br />L94TELLENGTH <br />MAX.CLEAR <br />A <br />TYPEA <br />UNTEL <br />rLINTEL <br />rTYPEB <br />r7YPEC <br />IrTYPEB <br />IrTYPEC <br />14'TYKB- <br />14-TYKC- <br />16'TYPER <br />WTYPEC <br />2DPTVPEB <br />Zrl"EC <br />24"TYPEB <br />2CTYKC <br />28"TYPES <br />2rTYPEC <br />3ZTVPEB <br />3TTYPEC <br />z 10' <br />_2PENENG <br />IS, <br />2231 <br />31 <br />3059 <br />3719 <br />328C <br />5163 <br />65137 <br />SC54 <br />95C2 <br />1000C <br />3069 <br />4�m <br />5 <br />I <br />15113 <br />7547 <br />8974 <br />IM <br />100DO <br />3'6" <br />7 r <br />-,I <br />2231 <br />3069 <br />3719 <br />32M <br />5163 <br />65C7 <br />8CS4 <br />9502 <br />10050 <br />am <br />46D5 <br />5205 <br />6113 <br />7547 <br />9974 <br />200M <br />IIXXXI <br />4'0" <br />r r <br />1783 <br />17.3 <br />2561 <br />2751 <br />3280 <br />3920 <br />4890 <br />5961 <br />7034 <br />11107 <br />2561 <br />4605 <br />5206 1 <br />6123 <br />7547 1 <br />8974 <br />300011 1 <br />10000 <br />4'6' <br />32' <br />LU3 <br />1969 <br />2210 <br />'99' <br />2991 <br />2931 <br />3756 <br />4576 <br />540C <br />6224 <br />ii7' <br />S- <br />5206 <br />6113 <br />7DI9 <br />81 <br />111DOW <br />to= <br />4-9- <br />314" <br />1217 <br />17 <br />1310 <br />1438 <br />1716 <br />7 <br />1999 <br />2560 <br />3132 <br />3666 <br />4249 <br />1349 <br />3M <br />4567 <br />M5 <br />4766 <br />5817 <br />7074 <br />8203 <br />5'r <br />Ir 01 <br />low <br />1349 <br />1438 <br />17.6 <br />7 ' 6 <br />R4 <br />1999 <br />256C <br />3132 <br />3686 <br />4649 <br />1399 <br />3050 <br />4567 <br />5365 <br />4766 <br />5817 <br />7074 <br />8203 <br />110' <br />4! r <br />860 <br />E71 <br />i105 <br />1:73 <br />6. <br />160C <br />1631 <br />2D9C <br />2549 <br />3009 <br />347C <br />1205 <br />2622 <br />242 <br />4242 <br />4350 <br />3942 <br />4W9 <br />5817 <br />66W <br />r <br />s r <br />710 <br />1232 <br />2.77 <br />37,B <br />373B 1 <br />348C <br />3C31 <br />I 37C7 <br />4383 <br />1 5061 <br />1232 <br />2177 <br />2738 <br />1 34W <br />13P <br />5391 <br />am <br />8625 <br />7590 <br />71 6" <br />0 r <br />570 <br />991 <br />1729 <br />2 9 <br />2108 <br />215.32 <br />M5 <br />2, <br />2698 <br />3191 <br />3685 <br />1 991 <br />1729 <br />2106 <br />2632 <br />3096 <br />51561 <br />4742 <br />742 <br />5501 <br />a, 4" <br />? w <br />41118 <br />699 <br />n6c <br />1516 <br />1626_ <br />2564 <br />3486 <br />It <br />2818 <br />33C2 <br />699 <br />1245 <br />1516 <br />2043 <br />2564 <br />3MMU <br />2964 <br />3397 <br />T4" <br />90" <br />416 <br />699 <br />116C <br />F-45 <br />N/A <br />1625 <br />2564 <br />3486 <br />2818 <br />K3 <br />3302 <br />E99 <br />1245 <br />N/A <br />18043 <br />2564 <br />_64 <br />3"6 <br />2964 <br />3397 <br />We <br />912" <br />354 <br />535 <br />89C <br />N/A <br />2093 <br />2777 <br />2163 <br />:535 <br />535 <br />21354 <br />N/A <br />2533 <br />2D93 <br />2AI <br />2259 <br />2615 <br />U"r <br />I'll, <br />315 <br />567 <br />890 <br />N/A <br />1366 <br />Im <br />2423 <br />3127 <br />4006 1 <br />5.657 <br />.5 <br />./A <br />1366 <br />ISAMS <br />2423 <br />3227 <br />4006 <br />12'0' <br />IV r <br />292 <br />525 <br />873 <br />N/A <br />1254 <br />1684 <br />2i93 <br />28C5 <br />355,2 <br />525 <br />$73 <br />N/A <br />2254 <br />IS" <br />2193 <br />2BD5 <br />3552 <br />12'W <br />it! r <br />277 <br />471 <br />755 <br />N/A <br />IC75 <br />1428 <br />1838 <br />2316 <br />28&3 <br />471 <br />755 <br />N/A <br />1075 <br />1428 <br />Im <br />2316 <br />2993 <br />13, Ir <br />iro' <br />255 <br />47i <br />755 <br />WA <br />I t 175 <br />1428 <br />ZB38 <br />2316 <br />2535 <br />471 <br />755 <br />N/A <br />1075 <br />2428 <br />3838 <br />2316 <br />2M <br />14'0f' <br />120, <br />239 <br />424 <br />706 <br />N/A <br />10102 <br />1326 <br />1697 <br />2127 <br />2278 <br />424 <br />706 <br />N/A <br />' IOD2 <br />1320 <br />1697 <br />2127 <br />263D <br />1wr <br />IY 4" <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 />��A <br />-A3. <br />N/A <br />1234* <br />2422* <br />1779* <br />2ior <br />2662* <br />15, Ir <br />1w 0" <br />N/A <br />N/A <br />NIIA <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 />116). <br />1331' <br />Im. <br />203r <br />2459- <br />17'4' <br />lea, <br />N/A <br />N/A <br />N/A <br />N/A <br />NIA <br />N,A <br />N/A <br />N/A <br />N/A <br />WA <br />549- <br />N/A <br />1 952- <br />1117- <br />1379- <br />2671- <br />2997- <br />19'4! <br />Igo, <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />NIA <br />N/A <br />N/A <br />N/A <br />NIA <br />420* <br />N/A <br />75D' <br />2177- <br />1415' <br />1676- <br />2w IF <br />19 r <br />N/A <br />NIA <br />N/A <br />NIA <br />N/A <br />N�A <br />N/A <br />WA <br />NIA <br />N/A <br />310- <br />N/A <br />596. <br />845' <br />1114- <br />LISS, <br />1468' <br />24'C' <br />211' <br />NA <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />250* <br />N/A <br />450- <br />650' <br />low <br />2091r <br />12X)* <br />PRESTRESSED 8' W/2' RECESS u-LNTELS <br />Tvpe A- Unfilledno F&bw;TVpt 6- Continuous Grout, SteelperPlanin Bond Beam, Only;Type CaContinows GmutSteal per plan in Bond <br />Beam & Lintel <br />LEGEND <br />S 8X8 FILLED CELL W1 (1) - #5 REBAR <br />BEAMS <br />Fdnl BXB FILLED CELL W/ (1) - #7 REBAR <br />On 8XB FILLED CELL W/ NO REBAR REOD ----- <br />HEADER - WIDTH TO MATCH WALL <br />GIRDERS <br />PLUMBING WALLS (FOR REFERENCE I <br />It 45* CIMU - FILL CELLS W/ #5 REBAR ------------- <br />BEARING/SHEAR WALLS (FOR REFERENCE) <br />ROOF BLOCKING <br />x1202 FILLED CELL W/ #4 REBAR <br />(IN WALL) <br />12X 2 MY I IF CELL W1 #4 REBAR <br />(IN COLUMN) <br />BALLOON FRAMED <br />WALLS/HIGHER BEARING WALLS <br />CONCRETE TIE BEAMS <br />ELEVATION INDICATOR <br />Is DETAIL INDICATOR <br />PLUMBING PENETRATION FOR <br />FRAMING LAYOUT <br />LINTEL OR WOOD HDR DESIGNATION <br />OPEN SUE (ALL WOONI) HDR-3 TO BE M PLY U.N.O.) <br />4T�-- BRACED WALL LINE <br />FASTENERS <br />ALLOWABLE LOADS <br />CONNECTOR <br />CITY <br />TYPE <br />GRAVITY <br />01,51 10 <br />UPLIFT Bbs) 0 1.6 <br />LATERAL <br />(NI 0 1.6 <br />META16 <br />a <br />D-140-XI-In- <br />1450 <br />FI.340 <br />F2 : 770 <br />HETA16 <br />9 <br />0.14111 <br />1820 <br />FI 340 <br />F2:770 <br />(2) META16 <br />a I-ok <br />10 <br />0.14ral-1/2- <br />1875 <br />FI:680 <br />111: 770 <br />(2) META16 <br />do 2- or 3-dw <br />14 <br />0-162".3-1/2" <br />1795 <br />FI: 1285 <br />F2; 2060 <br />(2)HETA16 <br />a I-wN, <br />10 1 <br />0.14111".2-21 <br />1920 <br />F2 630 <br />F2 770 <br />,2)HETA16 <br />6 2- or 3-olv <br />22 <br />0.162'.3-1/2" <br />2365 <br />FI:1350 <br />F2,1430 <br />HSTM16 <br />a <br />5.14rxi-yr <br />1210 <br />FI;120 <br />F2: 90 <br />1/4.1-3/­4' CONC SCREW <br />LGU 9-2 <br />6 <br />r4 <br />3/8' .4'TlTEN HD <br />8250 <br />243S <br />6 <br />VAI". 21/2'SDSSCREW <br />MSTC28 <br />36 <br />0.148"x31/4" <br />- <br />3460 <br />MTS22 <br />14 <br />0.148".1-1/2" <br />990 <br />12) MTS12 <br />28 <br />0.148',a-in- <br />128D <br />MTS16 <br />14 <br />0.148'.a-In' <br />9910 <br />HJ210-2 <br />4 <br />1/4' x 2W SCREW <br />3SDD <br />IBM <br />10 <br />3' <br />KrS16 <br />32 <br />0.143-xl-1/2' <br />2.890 <br />(21HTS26 <br />16 <br />0.1411"XI-In" <br />131D <br />HTS20 <br />24 <br />O.W"xl-1/2' <br />1310 <br />L5TAI2 <br />10 <br />0.148"K2-112* <br />925 <br />LSTA18 <br />14 <br />014111.2-1/2" <br />123S <br />LSTA30 <br />22 <br />0.148"x2-In' <br />1640 <br />MSTA24 <br />Is <br />0.1411"X21/2" <br />1,64D <br />(21 MSTA24 <br />36 <br />0.148" X 2 1/2" <br />3,280 <br />MSTA36 <br />26 <br />0. 148" X 2 1/2' <br />2A <br />(2)MSTA36 <br />52 1 <br />0. 149" X 2 1/2- <br />4,200 <br />MSTA30 <br />22 1 <br />0.248".2-in, <br />21160 <br />MSTC20 <br />36 1 <br />0.14r. 3 1/4' <br />301160 <br />MSTC52 <br />62 1 <br />0.1411"X31-2/4"_ <br />4735 <br />MSTAM24 <br />0.240' X 3' <br />1.425 <br />5 <br />S <br />1/4' X 2 1/4- <br />MSTAM36 <br />13 <br />0.149"X 3' <br />L870 <br />a <br />- <br />(2) MSTAM36 <br />26 <br />MW4" <br />3740 <br />16 <br />- <br />V4*X21 <br />MSTCM40 <br />V,11-0-1/4' CONIC SCREW <br />2800 <br />14 <br />- <br />0.148" -IJ4" <br />MGT <br />22 <br />0.248'.3" <br />39455 <br />FI077S <br />1`2�525 <br />1 71 <br />SA'ATR <br />HGT-3 <br />16 <br />0.148".3" <br />- <br />10.790 <br />- <br />2 <br />3/4- ATR <br />VGTRort <br />1 <br />SM* ATR <br />- <br />2225 <br />FJI <br />F2: 630 <br />16 <br />2/4-.3-SOS <br />VGTRIL <br />2 <br />$A' ATR <br />- <br />5545 <br />FI:650 <br />F2:630 <br />32 <br />11W�.3- SOS <br />VGT <br />I <br />5/8"ATR <br />- <br />r- <br />4940 <br />FI�11115 <br />F2: 591) 1 <br />16 <br />1/4-x3' SOS <br />(2) VGT <br />2 <br />S/8- ATR <br />- <br />71BS-2pIV 9890- <br />R.W <br />Fl:1185 <br />FZ 590 <br />1 32 <br />1 2/4"x3" SCIS <br />DTT2Z <br />1 <br />9 <br />1/2-111 <br />1/4".3"SOIS <br />1825-2.4 min <br />I 214S-4212,A.,. <br />- <br />HTT4 <br />I <br />5/8-ATR <br />3610 <br />is <br />0.148" in- <br />KTTS <br />I <br />4670 <br />26 <br />��A <br />'13 <br />HTTSU <br />I <br />S/B'ATR <br />5445 <br />26 <br />SDSID.2-24* <br />ABU44Z <br />1 <br />SM ATR <br />7570 <br />1900 <br />12 <br />0.162'.3-112" <br />ABU662 <br />1 <br />I'M. ATR <br />18205 <br />2475 <br />12 <br />0.162".3-141" <br />H2.SA <br />to <br />0.131"X2-1n" <br />565 <br />FI:220 <br />F2: 110 <br />HIOA <br />is <br />0.140"XI-In' <br />1340 <br />FI;S65 <br />F2: 285 <br />HIOA-2 <br />18 <br />0.14r.1-In' <br />1091) <br />FI:680 <br />F2:260 <br />HUC48 <br />14 <br />2/4'x2-3/4' CON C SCREW <br />1135 <br />6 <br />D.148".3. <br />HUC414 <br />24 <br />IN2-3/4" CONIC SCREW <br />sus <br />2015 <br />12 <br />0.148'*3" <br />- <br />WS26 <br />4 <br />0.1411".3� <br />865 <br />1165 <br />SPH4 <br />22 <br />0.1411"XI-1/2' <br />Side - 640 <br />Center; 1280 <br />DTC Clips <br />4 <br />3/16'x2-3/4` C INIC SCREW <br />- <br />F1 85 <br />F2:135 <br />2 <br />0.131-x2-In- <br />A35 <br />12 <br />0.1321.1-W <br />- <br />FI: 650 <br />F2 ; 670' <br />SDWC15601) <br />I <br />SOWCIS64O <br />61S <br />FI; 130 <br />F2 : 22S <br />SDWC154SO <br />I <br />SDWC15450 <br />29S <br />F2: 150 <br />HTU26 <br />20 <br />0.162"YO-1/2* <br />320D <br />1250 <br />14 <br />0.14n3' <br />LGU3.63-SDS <br />16 <br />1/4X21/2" <br />5,555 <br />12 <br />Ij4" X 2 2/2" <br />NDUB-SOS2.5 <br />1 <br />1.1-Al <br />7.870 <br />20 <br />114- X 2 1/2' SDS <br />HIDUII-SCI <br />1 <br />1" ATR <br />E6,720 <br />11,17S <br />30 <br />1/4- X 2 1/2- SDS <br />THD26 <br />20 <br />0.162". 3' <br />29,110 <br />3240 <br />20 <br />0.14r. I I1r <br />THD211-2 <br />a <br />6L,.I' <br />O-L <br />4310 <br />4860 <br />1 1. <br />iIAlr .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 />ARCHITECTARCHITECTURAL <br />EO <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 />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 />PLYWI) <br />PLYWOOD <br />CIP <br />CAST IN PLACE <br />FT <br />FOOT / FEET <br />REINF <br />REINFORCING/REINFORCEMENT <br />Ci <br />CONTROL JOINT <br />GALV <br />GALVANIZED <br />REOD <br />REQUIRED <br />CLR <br />CLEAR <br />GDR <br />GIRDER <br />RO <br />ROUGH OPENING <br />CMU <br />CONCRETE MASONRY UNIT <br />GFID <br />GRADE <br />so <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 />14011VIPH202311"I.-C&CloressuresIASCI) <br />Effective Wind Area <br />Gible N-f Compone M, <br />Hipao'lComp t' <br />w'I1 (bmponem' <br />2-1 <br />Zme 2 <br />z- 3 <br />z- I <br />2- <br />1 <br />Z- 4 <br />z- 5 <br />A. 200 SCIFT(Girdearl) <br />17.1 <br />-35.3 <br />17.1 <br />-42-7 <br />17.1 <br />1 -49�O <br />14,8 <br />-30.3 <br />sz- <br />36�5 <br />148-73 <br />A� SCISCUFT(VAms-) <br />19.2 <br />-40.4 <br />19.2 <br />1 -54�9 <br />1 19.2 <br />-63.9 <br />111 <br />-32.7 <br />1 18.7 <br />1 -45.9 <br />317 <br />-35.9 <br />317 <br />41-3 <br />A. 10SCIFTift-S) <br />24.2 <br />-52.0 <br />24.2 <br />1 -83,1 <br />1 24,2 <br />1 -986 <br />27.3 <br />-49.0 <br />1 27.3 <br />1 -67.5 <br />1 27 � <br />1 -75 <br />365 <br />1 .397 <br />1 36S <br />1 -49.0 <br />Components and Cladding Pressures (ASD) - 202.3 FL <br />Positive Nexatiw <br />Width Height Effective Pressure Pressure <br />Descr& Z21M tw ffjj Are a (Ift2l L2%ft LUM <br />16070 OHGD <br />16 <br />7 <br />112 <br />30.8 <br />-34.4 <br />3068 <br />w/3010 TR <br />ENDS <br />3 <br />8 <br />24,0 <br />34.6 <br />-45A <br />3068 <br />w/3010 TR <br />4 <br />3 <br />a <br />24.0 <br />A6 <br />-37.7 <br />3000 DOOR <br />ENDS <br />3 <br />a <br />24.0 <br />3-L6 <br />-45.1 <br />25SH <br />4 <br />3 <br />5.25 <br />as <br />316 <br />-38.7 <br />BOGS SGD <br />4 <br />6 <br />6.67 <br />AIDO <br />314 <br />-3&6 <br />2958 DOOR <br />4 <br />2.67 <br />&67 <br />17.8 <br />35.3 <br />-383 <br />3C5OSH <br />4 <br />3 <br />5 <br />15.0 <br />35.7 <br />-311.8 <br />3a50SH <br />ENDS <br />3 <br />5 <br />ao <br />35.7 <br />-47.3 <br />2040SH <br />ENDS <br />2 <br />4 <br />ISO <br />36,S <br />-49.0 <br />60BOSGD <br />4 <br />6 <br />8 <br />48.0 <br />32.8 <br />1 -36.0 <br />DESO PRESSURES SIM ARE MINIMUM ALLONAUKE <br />VALUES VALUES ARE 10 BE INCREASED AS <br />REWIRED BY MORE STRINCENT LDCAL REWNREMENTS <br />ORD Fieldstone <br />V <br />C.O.A.# ARCHITECURE: <br />AA26002802 <br />C.O.E.# ENGINEERING--- <br />29349 <br />0 IBRAHEM ELAYEB, PE <br />P.E.# 91476 <br />0 BENJAMIN NIESE, PE <br />P.E.# 86025 <br />05/24/2024 <br />DATE <br />-1 1 ....... 1; <br />s, P ... . <br />No. 8 <br />0 STA&TE <br />AL <br />a, E <br />% <br />W! <br />-6 '2 b E" <br />is <br />Michigan <br />3400 Auburn Rd <br />Suite 200 <br />Auburn Hills, MI 48326 <br />+1 24&622.4035 <br />Florida <br />12906 Tampa Oaks Blvd. <br />Suite 150 <br />Tampa, FL 33637 <br />+1 813.466.3310 <br />F- <br />L <br />www.fieldstoneae.com <br />P4 <br />U <br />15*0 <br />P4 <br />1 <br />�4k <br />MI 4 <br />z Vj <br />0 <br />P <br />> <br />Lu <br />3 E- <br />W) 4. <br />