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PRECAST LINTEL GRAVITY LOAD TABLE �4,21 <br />LOADS USTEDHI%VE BEEN CALCULATED OR COW LED FROM APPROVED MANUFACTURERS: <br />CAST-CREIIE, LOTI'S CONCRETE, CLUAUTVPRECASTCO. <br />MAXIMUM LOAD (PLF) <br />APPROX. <br />UNTELLENGTH <br />WAX.CUEAR <br />OPU41NG <br />TYPEA <br />8"UNTEL <br />9- TYPE 6 <br />B'TYPEC <br />12' TYPE 9 <br />22"TYPEC <br />14" TYPE B- <br />14"TYPEC- <br />16" TYPE B <br />WTYPEC <br />20' TYPE B <br />20"TYPEC <br />24' TYPE B <br />24"TYPEC <br />29' TYPE 8 <br />28'TYPEC <br />3z TYPE 8 <br />37TYPECI <br />r lCyr <br />1,6, <br />2231 <br />3059 <br />3719 <br />328C <br />5163 <br />66C7 <br />SC54 <br />95C2 <br />100cc <br />3069 <br />ANSCIS <br />5206 <br />6213 <br />7547 <br />8974_ <br />10DOO <br />10000 <br />1. 11, <br />2 2' <br />2231 <br />3069 <br />3719 <br />3280 <br />5163 <br />6607 <br />8054 <br />9502 <br />100CIC <br />3059 <br />4605 <br />5205 <br />6113 <br />7547 <br />111 <br />20000 <br />loom <br />4'0" <br />1 <br />r 81 <br />1783 <br />2561 <br />2751 <br />3280 <br />382C <br />4890 <br />5961 <br />7034 <br />8107 <br />2561 <br />4605 <br />5206 1 <br />15113 <br />7547 1 <br />8974 <br />10000 1 <br />10000 <br />4'6" <br />32' <br />1343 <br />1969 <br />Etc <br />2992 1 <br />293_ <br />3756 <br />4576 <br />5400 <br />6224 <br />1969 <br />4375 <br />5206 1 <br />6113 <br />7019 <br />9672 <br />2000D <br />10000 <br />1., <br />34' <br />1217 <br />1349 <br />1438 <br />2716 <br />i999 <br />256C <br />3132 <br />3686 <br />4249 <br />1349 <br />3D90 <br />45W <br />5365 <br />4766 <br />5817 <br />7074 <br />8203 <br />5-4" <br />4'0" <br />1006 <br />1349 <br />1438 <br />1716 <br />i999 <br />256C <br />3132 <br />3686 <br />4649 <br />1349 <br />311190 <br />4567 <br />5365 <br />4766 <br />5817 <br />7074 <br />8208 <br />S IT <br />4! 6" <br />No <br />1105 <br />1173 <br />16M <br />1631 <br />2C9C <br />2549 <br />3009 <br />347C <br />IID5 <br />2622 <br />4242 <br />4360 <br />3942 <br />4889 <br />5817 <br />6662 <br />6161, <br />52' <br />710 <br />1232 <br />2.77 <br />3738 <br />348C <br />3C31 <br />37C7 <br />4383 <br />506i <br />1232 <br />2177 <br />2738 <br />34W <br />5391 <br />9360 <br />8625 <br />7590 <br />7'6' <br />6 2" <br />570 <br />991 <br />1729 <br />2100 <br />2632 <br />2205 <br />2698 <br />3191 <br />3685 <br />991 <br />1729 <br />2108 <br />2632 <br />3899 <br />5661 <br />4742 <br />55M <br />1-4- <br />10' <br />An <br />699 <br />lific <br />1516 <br />ISM <br />2564 <br />3486 <br />2818 <br />3302 <br />699 <br />1245 <br />1516 <br />1843 <br />2564 <br />3486 <br />2964 <br />3397 <br />V 4" <br />90" <br />416 <br />699 <br />1160 <br />N/A <br />1625 <br />2564 <br />3486 <br />21318 <br />3302 <br />(09 <br />1245 <br />N/A <br />1043 <br />2564 <br />3486 <br />2964 <br />3397 <br />1. <br />92" <br />354 <br />535 <br />990 <br />N/A <br />1247 <br />2093 <br />2777 <br />2263 <br />2536 <br />E <br />2054 <br />N/A <br />1533 <br />2093 <br />1 2781 <br />2259 <br />2615 <br />III IV, <br />10 0" <br />315 <br />567 <br />890 <br />N/A <br />1 .366 <br />1946 <br />2423 <br />3' 127 <br />4006 <br />567 <br />945 <br />MIA <br />1366 <br />Im <br />2423 <br />3127 <br />4005 <br />lof a" <br />292 <br />525 <br />873 <br />N/A <br />1254 <br />1684 <br />2193 <br />2805 <br />5" <br />35K <br />525 <br />973 <br />N/A <br />1254 <br />lw <br />2193 <br />2805 <br />3552 <br />552 <br />11'2* <br />277 <br />471 <br />755 <br />N/A <br />1075 <br />1428 <br />1838 <br />2316 <br />2 <br />471 <br />755 <br />MIA <br />IM5 <br />1428 <br />2838 <br />2316 <br />2_ <br />28M <br />13',r <br />izv <br />255 <br />471 <br />755 <br />N/A <br />1075 <br />1428 <br />1838 <br />2316 <br />2S_ <br />2535 <br />471 <br />755 <br />N/A <br />1U)IS <br />1428 <br />1938 <br />2316 <br />2_ <br />28M <br />14'C" <br />178, <br />239 <br />424 <br />1 706 <br />N/A <br />1002 <br />1326 <br />1697 <br />2127 <br />2278 <br />424 <br />1 705 <br />N/A <br />lCID2 <br />1328 <br />1697 <br />2127 <br />263D <br />13'4' <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N A <br />NIA <br />WA <br />783* <br />N/A <br />1234* <br />1421* <br />1779* <br />218r <br />26W* <br />is, dr, <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 />710* <br />N/A <br />116D* <br />1331* <br />Im. <br />203r <br />tN/ <br />2499* <br />17'4!' <br />1001, <br />N/A <br />N/A <br />I N/A <br />NIA <br />N/A <br />IN A <br />N/A <br />_N/A <br />WA <br />_N/A <br />51* <br />N/A <br />952* <br />wr <br />1379* <br />2671* <br />1997* <br />1. 1. <br />190, <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />A <br />N/A <br />NIA <br />420- <br />N/A <br />750- <br />960. <br />1177- <br />. . <br />2415* <br />1 67V <br />20'0' <br />19811 <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 />NIA <br />340- <br />N/A <br />598, <br />845- <br />1114- <br />24'CP' <br />22'8' <br />NIA <br />N/A <br />NIA <br />N/A <br />N/A <br />N/A <br />N/A <br />NIA <br />45D' <br />5w. <br />*m <br />P RESTRES SED V'W/2- RECESS U�LINTELS <br />Type Am Unfilled no Reber; Type 8= Continuous Grout, Steel perPlan In Send Beam Only; Type C = CCn-.1nous Gmu-S:eel per plan In Bond <br />Beam & Lintel <br />LEGEND <br />[k 8X8 FILLED CELL W/ (1) - #5 REBAR <br />FEff 8X8 FILLED CELL W/ (1) - #7 REBAR <br />8x8 FILLED CELL W/ NO REBAR REOD <br />45' CMU - FILL CELLS W/ #5 REBAR <br />2X12 FILLED CELL W/ #4 REBAR <br />(11N WALL) <br />2X12 FILLED CELL W/ #4 REBAR <br />FU lIN COLUMN) <br />lvl� ELEVATION INDICATOR <br />DETAIL INDICATOR <br />LINTEL OR WOOD HDR DESIGNATION <br />OPEN SIZE (ALL WOOD HDR'S TO BE (2) PLY U.N.O.) <br /><�-- BRACED WALL LINE <br />�f <br />BEAMS <br />HEADER - WIDTH TO MATCH WALL <br />GIRDERS <br />------------- <br />PLUMBING WALLS (FOR REFERENCE) <br />------------- <br />BEARING/SHEAR WALLS (FOR REFERENCE) <br />N-7 <br />ROOF BLOCKING <br />BALLOON FRAMED <br />WAULSMIGHER BEARING WALLS <br />CONCRETE TIE BEAMS <br />PLUMBING PENETRATION FOR <br />FRAMING LAYOUT <br />FASTENERS <br />ALLOWABLE LOADS <br />CONNECTOR <br />CITY <br />TYPE <br />GRAVITY JUPLIFF <br />11 1.0 <br />Pbs) 0 1.6 <br />(LATERAL <br />Most @ 1.6 <br />META16 <br />a <br />0.148"xl-1/2" <br />1450 <br />F1:340 <br />F2:770 <br />HETA16 <br />9 <br />0.143".1-1/2" <br />1810 <br />FL340 <br />F2:770 <br />(2) META16 <br />a 1-.*V <br />10 <br />0.148"xl-112" <br />1875 <br />FI;680 <br />F2 � 770 <br />(2) META16 <br />3-01v <br />14 <br />0.lfi2-x3-IP- <br />1795 <br />FI;1285 <br />F2: IDBO <br />(2) HETAIG <br />0 I -Ply <br />10 <br />0.148".1-1/2' <br />1920 <br />FI:69D <br />F2:770 <br />(2) KTA16 <br />0 2. or 3-olv <br />12 <br />OA62-x3-1/2" <br />2365 <br />Fl:1350 <br />1430 <br />HSTM26 <br />8 <br />0.148"xl-1/2* <br />1110 <br />Fl: 120 <br />F2 90 <br />4 <br />1/4NIL-3/4" CONIC SCREW <br />U3UMC!8-2 <br />6 <br />3/9" x 4'TITEN HD <br />8250 <br />2435 <br />6 <br />1/4"x21/2"SDSSCREW <br />MSTC28 <br />36 <br />0.148"x3l/A" <br />3460 <br />MTS12_ <br />14 <br />0.148".I-ln* <br />990 <br />(21 KM12 <br />28 <br />C1148".1 1/2" <br />1900 <br />MTS16 <br />14 <br />0.140"xl-112- <br />990 <br />HU210-2 <br />IS <br />1/4* x 2 3/4"CONC SCREW <br />35W <br />IBCO <br />0.148" x 3' <br />KTS16 <br />32 <br />0.148-.I-IP' <br />2290 <br />121NTS16 <br />16 1 <br />0.148"xl-1/2" <br />1310 <br />HTS20 <br />24 <br />0.148"XI-In" <br />1310 <br />LSTA12 <br />111 <br />0.148".2-1/2' <br />925 <br />LSTAlS <br />14 <br />0.148".2-1/2' <br />1235 <br />LSTA30 <br />22 <br />0.148-4-ln- <br />1640 <br />MSTA24 <br />is <br />0.148'X2112" <br />1,640 <br />(21 ul <br />36 <br />0. 148- X 2 1/2" <br />3.260 <br />MSTA36 <br />26 <br />0.148"X2 112" <br />2,050 <br />(21MSTA36 <br />52 <br />0. 148- X 2 1/2 <br />4.IDO <br />MSTA30 <br />22 <br />0. 148".2-1/2" <br />2D50 <br />MSTC28 <br />36 <br />0.148". 32/4" <br />3,460 <br />MSTC52 <br />62 <br />0.1411"X3-1/4- <br />4735 <br />MSTAM24 <br />0.14rX 3' <br />5 <br />1/4' X 2 1/4- <br />MSTAM36 <br />l3 <br />0.148"X3" <br />1.870 <br />a <br />1/4' X 2 1/4- <br />J2) MSTAM36 <br />26 <br />16 <br />0.148" X 3- <br />IJ4"X 2 114' <br />3740 <br />MSTCM40 <br />io <br />1/4".2-1/4'CONC SCREW <br />28M <br />14 <br />0.148'.3-1/4" <br />MGT <br />22 <br />0.148"x3" <br />3965 <br />FI:775 <br />F2:525 <br />1 <br />5/8'ATR <br />HGT-3 <br />16 <br />0.148'.3" <br />lO.M <br />2 <br />3/4 - ATR <br />VGTRorL <br />1 <br />S/S'ATR <br />2225 <br />FI:650 <br />F2 630 <br />16 <br />1/4"13" SIDS <br />VGTR/L <br />2 <br />5/8'ATR <br />5545 <br />F1:650 <br />F2: 630 <br />32 <br />1/4-x3- SIDS <br />VGT <br />1 <br />518"ATR <br />4940 <br />F1:1185 <br />F2: S90 <br />-- - <br />176 <br />1/4".3- SDS <br />(2) VGT <br />2 <br />5/8-ATR <br />7195-2ply 11890- <br />3cht <br />FI;Il8S <br />FZ 590 <br />32 <br />1/4.3" SOS <br />DTT2Z <br />1 <br />8 <br />1/2" ATR <br />11AIN31" SDS <br />1825-2.4 ryin <br />21454212.4tnin <br />-- <br />I <br />HTT4 <br />1 <br />5/11" <br />3610 <br />is <br />0.148"0-11V, <br />HITS <br />1 <br />1/1. ATR <br />4670 <br />26 <br />0.14UEIN3� <br />HTTSXT <br />1 <br />5/8"ATR <br />- <br />5445 <br />26 <br />SDSID.2-1/2� <br />ABU44Z <br />1 <br />518" ATR <br />7570 <br />1900 <br />12 <br />0.162"x3-1/2" <br />ABU66Z <br />1 <br />5/8- ATR <br />18205 <br />2475 <br />12 <br />0.162".3-1/2" <br />H2.SA <br />10 <br />0.131".2-1/2" <br />- <br />565 <br />FI;110 <br />F2: 110 <br />HICIA <br />is <br />I <br />0.14rxl-1/2- <br />I <br />- <br />1340 <br />Fl 56S <br />F2.285 <br />HIOA-2 <br />is <br />0.14B"xl-1/2" <br />-- <br />1000 <br />FI;680 <br />F2:260 <br />HUC48 <br />14 <br />1/4"x2-314" CONIC SCREW <br />3500 <br />1135 <br />- <br />6 <br />0.148'.3" <br />HUC414 <br />24 <br />1/4%2-3/4' CONIC SCREW <br />SUB <br />2015 <br />- <br />12 <br />0.148"x3" <br />LUS26 <br />4 <br />0.148"x3" <br />865 <br />116S <br />SPHAI <br />12 <br />0.148"xl-1/2� <br />- <br />Side: 640 <br />Center: 1280 <br />DTC clips <br />4 <br />3/16-0-3/4" CONIC SCREW <br />FI . 85 <br />F2:135 <br />2 <br />0.131--x2-1/2" <br />A35 <br />12 <br />0.131".1-1/2- <br />F1:650 <br />F2.670- <br />SDWC15600 <br />I <br />SDWC15600 <br />615 <br />F1:130 <br />F2;225 <br />SDWC!5450 <br />I <br />SDWCIS450 <br />295 <br />F2: 150 <br />HTU26 <br />20 <br />0.162",cil-12- <br />3200 <br />12SO <br />14 <br />0.148"x3" <br />LGU3.63-SDS <br />j� <br />6.720 <br />5,555 <br />�4" <br />4- . 2 �� <br />HCUS-SDS2.5 <br />1 <br />7/8' ATR <br />-- <br />7.870 <br />20 <br />1/4- X 2 1/2' SD5 <br />HOUII-SDS2S <br />1 <br />1" ATR <br />-- <br />11.17S <br />30 <br />1/4' X 2 1/2' SDS <br />THD26 <br />20 <br />0.162" x 3. <br />2940 <br />3240 <br />20 <br />0. 148"x 11/2- <br />THO28-2 <br />28 <br />0. 162" x 3' <br />4310 <br />4860 <br />- <br />16 <br />0. 148" x 3" <br />ABBREVIATIONS: <br />AD <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 />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 />BLKG <br />BLOCKING <br />EXP <br />EXPANSION <br />NOW <br />NOMINAL <br />BOF <br />BOTTOM OF FOOTING <br />EXT <br />EXTERIOR <br />NTS <br />NOT TO SCALE <br />DOT <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 />FUR <br />FLOOR <br />PEN <br />PLYWOOD EDGE NAILING <br />CIL <br />CENTERLINE <br />FN <br />FIELD NAILING <br />PLYWD <br />PLYWOOD <br />CIP <br />CAST IN PLACE <br />IFT <br />FOOT / FEET <br />REINIF <br />REINFORCINGIREINFORCEMENT <br />ci <br />CONTROL JOINT <br />GALV <br />GALVANIZED <br />REOD <br />REQUIRED <br />CUR <br />CLEAR <br />GDPI <br />GIRDER <br />80 <br />ROUGH OPENING <br />CNILI <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 />C NT <br />NTINUOUS <br />HD <br />HOLD DOWN <br />P <br />UTHERN PINE #2 OR BETTER <br />DBIL <br />DOUBLE <br />HDR <br />HEADER <br />SIPF <br />SPRUCE PIR FIR #1142 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 2023 <br />FIL - C & C Pressures (Aso) <br />Effectilse WIndAnea <br />Gabl, Roof Cc,mPc-ws <br />HiplicfComp-t <br />Wall Comp-M, <br />Z- I <br />Zone 2 <br />Zone 3 <br />!.30.3 <br />1 1-36,5 <br />3 <br />Zone 4 <br />zones <br />A � 200 SOFT (G rd"' 1 <br />17.1 <br />-35.2 <br />1 1 <br />1 -11;11 <br />17*1 <br />-49.0 <br />14.8'2? <br />1"�T <br />14.SZOI <br />- 5 <br />A� 50 SOFT jW1,d-) <br />19.2 <br />-40 <br />14 <br />liZ <br />-63.9 <br />18.7 <br />1 -36.0 <br />1 18.7 <br />1 -32.7 <br />1 18.7 <br />1 -45.9 <br />32-7 <br />1 -35.9 <br />3Z7 <br />-42.3 <br />A�IDSOFT(Fa--- <br />242 <br />-52.0 <br />24.2 <br />1 -fal <br />24.2 <br />1 -98.6 <br />27.3 <br />1 -49.0 <br />1 27.3 <br />1 -67.5 <br />1 27.3 <br />1 -67.5 <br />1 A&S <br />I -AA 7 <br />W.S <br />1 -49.0 <br />Components and Cadding Pressures (ASID) - 2023 FL <br />Pioub�e NaNI <br />Width Height Effective Prenum Pmswe <br />Detscr 0 Z= Lw Lftj Area(ft2l Jaft IRA <br />16070 OHIGD <br />--- <br />16 <br />7 <br />112 <br />30LS <br />BOSS <br />w/3010 TR <br />ENDS <br />3 <br />8 <br />24JO <br />34,15 <br />-45.1 <br />BOSS <br />w/3010 TR <br />4 <br />3 <br />8 <br />24.0 <br />E4a2O <br />34.6 <br />-37.7 <br />3090 DOOR <br />ENDS <br />3 <br />8 <br />24,0 <br />34.6 <br />-45.1 <br />25SH <br />4 <br />3 <br />5.25 <br />as <br />35.6 <br />-397 <br />6069SGD. <br />4 <br />6 <br />6,67 <br />33.4 <br />-3&6 <br />2958 DOOR <br />4 <br />267 <br />&67 <br />1 17.8 <br />35.3 <br />38.3 <br />3050SH <br />4 <br />3 <br />5 <br />1 i�:2 <br />35.7 <br />-38.8 <br />305DSH <br />ENDS <br />3 <br />5 <br />1.. <br />35.7 <br />2040SH <br />ENDS <br />2 <br />4 <br />&0 <br />36.5 <br />-49.0 <br />6MSGD <br />4 <br />6 <br />8 <br />48.0 <br />32.8 <br />-360 <br />DESIGN PRESSURES SHOM ARE MINIMUM ALLOWABLE <br />VALUES VALUES ARE TD BE INCREASED AS <br />REM BY MORE STRINGENI LOCAL R(OURREMENTS <br />CRO Fieldstone <br />0 <br />C.O.A.# ARCHITECURE: <br />AA26002802 <br />C.O.E.# ENGINEERING: dn-_ <br />29349 <br />13 IBRAHEM ELAYEB, PE <br />P.E.# 91476 <br />0 BENJAMIN NIESE, PE <br />P.E.# 86025 <br />06/20/2024 <br />DATE <br />�-'No. 860 <br />0 S E OF <br />RIO <br />*10 At. <br />2 E <br />E - <br />2 <br />2 <br />E <br />ovaj <br />Fieldstone <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 />00 <br />Z <br />< <br />> <br />z <br />< <br />C) <br />U <br />F- <br />L <br />-j <br />DRAWN BY: � FAE <br />VERSION: 5.0] <br />SHEET NAME <br />REFERENCE <br />CHARTS <br />SHEET # <br />S5.1 <br />