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PRECAST LINTEL GRAVITY LOAD TABLE v4.21 <br />LOADS LISTED HAVE BEEN CALCULATED OR COW ILED FROM APPROVED MANUFACTURERS: <br />CASTCRErE, LOTTS CONCRETE, QUAUTY PRECASTCO. <br />MAXIMUM LOAD (PLF) <br />APPROX. <br />LINITELLENGTH <br />MAX.CUSAR <br />OPENING <br />TYPEA <br />8"UNTEL <br />8'TYPE 8 <br />8'TYPEC <br />12" TYPE 814"TYPE <br />12"TYPEC <br />B" <br />14"TYPEC" <br />6"TYPE S <br />16'TYPEC <br />20"TYPE B <br />20"TYPEC <br />24"TYPE B <br />24•TYPEC <br />28'TYPE B <br />28"TYPEC <br />37 TYPE <br />37'TYPEC <br />710' <br />T6" <br />2231 <br />3069 <br />3719 <br />3280 <br />5163 <br />6607 <br />8054 <br />9502 <br />i00D0 <br />3069 <br />4605 <br />5206 <br />6313 <br />7547 <br />0974 <br />IODOO <br />IOODO <br />3' 6" <br />7 2" <br />1231 <br />3069 <br />3719 <br />3280 <br />5163 <br />6607 <br />8054 <br />9502 <br />10000 <br />3069 <br />4605 <br />5206 <br />5113 <br />7547 <br />8974 <br />IOOOD <br />1OODO <br />4.0. <br />7 8" <br />1783 <br />2561 <br />2751 <br />3280 <br />3920 <br />4890 <br />5961 <br />7034 <br />81D7 <br />2561 <br />4505 <br />5205 <br />6113 <br />7547 <br />8974 <br />1000D <br />ID000 <br />a- 6" <br />12" <br />1343 <br />1969 <br />2110 <br />2992 <br />2931 <br />3756 <br />4576 <br />540C <br />6224 <br />1959 <br />4375 <br />5206 <br />6113 <br />7019 <br />8672 <br />10DOO <br />100DO <br />4' 8" <br />3 4" <br />1217 <br />1349 <br />1438 <br />1716 <br />1999 <br />2560 <br />3132 <br />3686 <br />4249 <br />1349 <br />SIM <br />4567 <br />5365 <br />4766 <br />5817 <br />7074 <br />8203 <br />5'4" <br />4! B" <br />1006 <br />1349 <br />1438 <br />1716 <br />1999 <br />2560 <br />3132 <br />3686 <br />4649 <br />1349 <br />3090 <br />4567 <br />5365 <br />4766 <br />5637 <br />7074 <br />8203 <br />5IT <br />4! 6" <br />850 <br />3105 <br />1173 <br />160C <br />1631 <br />2090 <br />2549 <br />3009 <br />3470 <br />1105 <br />2522 <br />4242 <br />43W <br />3942 <br />4899 <br />5817 <br />6662 <br />6' 6" <br />S 2" <br />730 <br />1232 <br />2177MN/A <br />3480 <br />3031 <br />3707 <br />4383 <br />5061 <br />1232 <br />2177 <br />3490 <br />5381 <br />8360 <br />8625 <br />759D <br />7.6" <br />62" <br />570 <br />991 <br />1729 <br />2632 <br />2205 <br />2698 <br />3191 <br />3685 <br />991 <br />1729 <br />2532 <br />3898 <br />5661 <br />4742 <br />55M <br />8' d" <br />70, <br />488 <br />699 <br />1160 <br />1626 <br />2564 <br />3486 <br />2818 <br />3302 <br />699 <br />1245 <br />1843 <br />2564 <br />3486 <br />2964 <br />3387 <br />9' 4" <br />6 0" <br />416 <br />699 <br />1160 <br />1625 <br />2564 <br />3i86 <br />2818 <br />3302 <br />699 <br />1245 <br />1943 <br />1 2564 <br />34B6 <br />2964 <br />3397 <br />6' 6' <br />9121, <br />356 <br />535 <br />890 <br />N/A <br />1247 <br />2093 <br />Z777 <br />2163 <br />2536 <br />535 <br />1054tNA <br />1533 <br />2093 <br />2721 <br />2259 <br />2615 <br />WC <br />10! v <br />315 <br />67 <br />890 <br />1366 <br />1846 <br />2423 <br />3127 <br />4006 <br />567 <br />9451366 <br />246 <br />2423 <br />3127 <br />4006 <br />12' 0' <br />30 8" <br />292 <br />525 <br />873 <br />1254 <br />1684 <br />2193 <br />2805 <br />3552 <br />525 <br />873 <br />2254 <br />1684 <br />2193 <br />2805 <br />3552 <br />12'6" <br />11'2" <br />277 <br />471 <br />755 <br />IG75 <br />1428 <br />1838 <br />2316 <br />2883 <br />471 <br />755 <br />1075 <br />1428 <br />638 <br />2316 <br />28M <br />13'4" <br />17 0" <br />255 <br />471 <br />755 <br />1075 <br />1428 <br />1838 <br />2316 <br />2535 <br />471 <br />755 <br />N/A <br />IU75 <br />1428 <br />638 <br />2316 <br />28w <br />14'0' <br />278" <br />239 <br />424 <br />706EN/ <br />1002 <br />'326 <br />2697 <br />2127 <br />2278 <br />424 <br />7061002 <br />2328 <br />107 <br />2127 <br />26M <br />14'6' <br />134" <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 />783°1234" <br />1421° <br />1779° <br />2188" <br />26Q° <br />15'4" <br />14'O" <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 />710-11W- <br />1331• <br />1660- <br />2D32° <br />2459" <br />17'4' <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 />548- <br />952' <br />1317' <br />1379• <br />671' <br />1997- <br />19'4" <br />180" <br />N/A <br />N/A <br />N/A <br />N/A <br />N/4 <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />420- <br />N/A <br />750' <br />960- <br />1177' <br />1415' <br />1676' <br />20'O' <br />1S B" <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 />NO' <br />N/A <br />596° <br />845° <br />1114' <br />1345° <br />1468' <br />24'0" <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 />N A <br />750' <br />N A <br />450' <br />650° <br />°880 <br />109V <br />1220° <br />'PRESTRESSED "6' W/2" RECESS LLLINTELS <br />Type A=Unfilled no Reba; Type B=Continuous Grout, Smel per Plan in Bond Beam Only; Type C = Con:inous Gtow-Steel per Plan in Bond <br />Beam & Lintel <br />LEGEND <br />8X8 FILLED CELL W/ (1) - #5 REBAR <br />- - <br />BEAMS <br />■ 7 <br />8X8 FILLED CELL W/ (1) - #7 REBAR <br />HEADER - WIDTH TO MATCH WALL <br />- - - - <br />GIRDERS <br />❑O <br />8x8 FILLED CELL W/ NO REBAR REOD <br />_ _. <br />PLUMBING WALLS (FOR REFERENCE) <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 />(IN WALL) <br />® <br />BALLOON FRAMED <br />❑12x12 <br />© <br />FILLED CELL W/ #4 REBAR <br />WAL SMIGHER BEARING WALLS <br />(IN COLUMN) <br />',�.',.- <br />CONCRETE TIE BEAMS <br />ELEV <br />ELEVATION INDICATOR <br />® <br />PLUMBING PENETRATION FOR <br />ILX <br />DETAIL INDICATOR <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 />OBRACED <br />WALL LINE <br />FASTENERS <br />ALLOWABLE LOADS <br />CONNECTOR <br />CITYTYDE <br />GRAVITY <br />8,s 1.0 <br />UPLIFT IIbs)C@I.6 <br />LATERAL <br />Ibs 1.6 <br />META16 <br />a <br />0.148"z1-1/2" <br />-. <br />1450 <br />F3:340 <br />F2: 770 <br />HETA16 <br />9 <br />0.148"xl-1/2" <br />- <br />1810 <br />F1: 340 <br />F2: 770 <br />(2) META16 3 <br />10 <br />0.148"xl-1/1' <br />-- <br />1875 <br />Fl : 680 <br />F2:770 <br />(2)META16 <br />14 <br />0.162"z3-1/2" <br />-- <br />1795 <br />F1:1295 <br />F2: 30B0 <br />(2) HETA16 <br />1,01V <br />10 <br />0.148"xl-1/2" <br />-- <br />1920 <br />FI:680 <br />F2 : 770 <br />(2) HETA16 <br />2- or 3-o1v <br />12 <br />0.1WO-1/2' <br />-- <br />2365 <br />F1 :1350 <br />F2: 1430 <br />HSTM16 <br />8 <br />0.148"xl- 2" <br />-- <br />1110 <br />F1.120 <br />F2: 90 <br />4 <br />1 4'kl-3 4' CONC SCREW <br />LGU M28-2 <br />6 <br />3 8" x 4' TITEN NO <br />8150 <br />1435 <br />6 <br />4"z212"SDSSCREW <br />MSTC28 <br />36 <br />0.148"x314" <br />3460 <br />MTS12 <br />14 <br />0.148"X1- 2" <br />990 <br />121 MTS12 <br />28 <br />0.148"z1-12" <br />198D <br />MTSI6 <br />14 <br />0.148"xl-1 2" <br />99D <br />HU210-2 <br />1S <br />1 4" x 2 3 4" CONIC SCREW <br />3500 <br />law10 <br />0.148"x 3" <br />NTS16 <br />32 <br />0.148'xl- 2" <br />2,890 <br />2 HT516 <br />16 <br />0.148"xl-3 2" <br />1310 <br />HTS20 <br />24 <br />0.148"Xl-1 2" <br />1310 <br />LSTA12 <br />10 <br />0.148"x2-1 2" <br />925 <br />LSTA38 <br />Id <br />0.148"X2-1 2" <br />- <br />1235 <br />-- <br />LSTA30 <br />22 <br />0.1481#X2- 2" <br />1640 <br />MSTA24 <br />18 <br />0.148"X212" <br />1640 <br />2 MSTA24 <br />36 <br />0.148" X 21 2" <br />3,280 <br />MSTA36 <br />26 <br />0.148" X 2 3 2" <br />2 050 <br />2 MSTA36 <br />52 <br />0.148" X 2 3 2" <br />4100 <br />MSTA30 <br />22 <br />0.148"X2- 2" <br />2050 <br />MSTC28 <br />0.148" x 31 4" <br />3,460 <br />MSTC52 <br />0.148"X3-14" <br />4735 <br />MSTAM241 <br />1,425 <br />-- <br />14"4X214" <br />MSrAM36 <br />r26 <br />0.148" X 3" <br />3J370 <br />-- <br />14"X214" <br />(2)MSTAM36 <br />D.148" X 3" <br />4'X214" <br />3740MSTCM40 <br />d"X2-14"GONG SCREW <br />2800 <br />14 <br />0.148"x3-1 4" <br />MGT <br />22 <br />0.148"x3" <br />-- <br />3965 <br />F1:775 <br />F2:525 <br />1 <br />5 8"ATR <br />HGT-3 <br />16 <br />0.148"x3" <br />-- <br />10,790 <br />-- <br />2 <br />3d"ATR <br />VG7R or L <br />2225 <br />F2:630 <br />6 <br />1 4"x3" SDS <br />VGTR/L <br />2 <br />5 "ATR <br />_ <br />5545 <br />F1:650 <br />F2: 630 <br />32 <br />1 4-x3" SDS <br />VGT <br />1 <br />S "ATR <br />_ <br />4940 <br />F1: 1185 <br />F2: 590 <br />16 <br />i 4"x3" SDS <br />(2) VGT <br />2 <br />5/8-ATR <br />_ <br />7185-2ply 88 <br />ON <br />Fl : 1185 <br />F2: 590 <br />32 <br />1 4"x3"SDS <br />OTT2Z <br />1 <br />8 <br />1/2-ATR <br />3 4"X3"SDS <br />1825-2x4 min <br />1 214542)2.4 min <br />HTT4 <br />1 <br />5 "ATR <br />-- <br />3630 <br />-- <br />18 <br />0.148"x3-1 2' <br />HTTS <br />1 <br />5 "ATR <br />-- <br />4670 <br />-- <br />26 <br />O.ld6"z3" <br />HTT5XT <br />1 <br />5 8"ATR <br />-- <br />5445 <br />-- <br />26 <br />SD 410x2-3 " <br />ASU44Z <br />5/8- ATR <br />7570 <br />19DO <br />-- <br />0.162'x3-1 2"ABU66Z <br />5 "ATR <br />18205 <br />2475 <br />0.162"x3-3 2" <br />H2.5A <br />[12 <br />0.131"Q-1/2" <br />-- <br />565 <br />F1:110 <br />F2:110 <br />HIGA <br />0.148"4-1/2" <br />-- <br />1340 <br />FI:565 <br />F2:28S <br />H10A-2 <br />18 <br />0.148"zl-1/2" <br />.. <br />ID80 <br />F3:0 26 <br />F2 : 260 <br />HUC48 <br />14 <br />1/4"x2-3/4" CONIC SCREW <br />3500 <br />1135 <br />-- <br />6 <br />0.148"X3" <br />HUC414 <br />24 <br />1/4"x2-3/4" CONIC SCREW <br />5085 <br />2015 <br />-- <br />12 <br />0.148'k3" <br />LUS26 <br />4 <br />0.148'x3" <br />965 <br />1165 <br />SPH4 <br />12 <br />0.148"X1-1/2" <br />-- <br />Side:640 <br />Center :1280 <br />-- <br />DTC dips <br />4 <br />3/16N2-3/4"CONC SCREW <br />F1:85 <br />F2 : 135 <br />2 <br />0.131"x2-1/2" <br />A35 <br />12 <br />0.131"xl-1/2" <br />-. <br />-- <br />F1. 650 <br />F2: 670" <br />SDWC156W <br />I <br />SDWC15600 <br />-- <br />615 <br />F3:130 <br />F2:225 <br />SDWC1S45D <br />1 <br />SDWC15450 <br />295 <br />F2: 150 <br />HTU26 <br />20 <br />0.162"x3-1/2" <br />3200 <br />12SO <br />-- <br />14 <br />0.148"x3" <br />LGU3.63 -SDS <br />16 <br />1 4" X 1 2" <br />1,120 <br />5,5 <br />55 <br />-- <br />12 <br />34"X2212" <br />HDUS-SD52.5 <br />1 <br />7 "ATR <br />-- <br />7.870 <br />-- <br />20 <br />1 4" X 2 1 2"SDS <br />HDU11-SDS2.5 <br />1 <br />1" ATR <br />-- <br />11.175 <br />-- <br />30 <br />1/4" X 2 1 2" SDS <br />THD26 <br />20 <br />0.162" x 3" <br />2940 <br />3240 <br />-- <br />20 <br />0. 148" x 11 2" <br />THD28-2 <br />28 <br />0.162"x 3" <br />431D <br />4860 <br />-- <br />16 <br />0.148" z 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 />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 />NOM <br />NOMINAL <br />BOF <br />BOTTOM OF FOOTING <br />EXT <br />EXTERIOR <br />NITS <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 />FLA <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 />READ <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 />CONIC <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 #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 />Effective Wind Area <br />Gable Root Cam onems <br />I Hi Roof Components <br />Wall Component. <br />Zane 1 <br />2ane 2 <br />Zane 3 <br />Zane 1 <br />Zane 2 <br />2ane 3 <br />Zane 4 <br />Zane 5 <br />A-100SOFT(Gird-) <br />17.1 <br />-35.3 <br />17.1 <br />-427 <br />17.1 <br />-49.6 <br />1Q8 <br />-30.3 <br />148 <br />-36.5 <br />14.8 <br />-3&5 <br />311 <br />-34.1 <br />313 <br />-38.0 <br />A550SCIFT Wridovrs <br />19.2 <br />-40.4 <br />19.2 <br />1 -549 <br />1 19.2 <br />-63.9 <br />18.7 <br />1 -36.0 <br />187 <br />1 -32.7 <br />18.7 <br />1 -45.9 <br />3L7 <br />-35.9 <br />32.7 <br />-013 <br />A< 10 SOFT (Fasteners) <br />2A2 <br />-52.0 <br />24.2 <br />-83.1 <br />24.2 <br />-98.6 <br />27.3 <br />.49.A <br />27-- <br />-67.5 <br />27.3 <br />-67.5 <br />3&5 <br />-39.7 <br />36.5 <br />-49.0 <br />Components and Cladding Pressures (ASD) - 2023 FL <br />Positive Negative <br />Width Heicht Effective Pressure Pressure <br />Desaiodan I411C LM Lftj Area Eft21 (gift <br />160700HGsD <br />16 <br />7 <br />112 <br />30.8 <br />-344 <br />3D68 <br />w/3030 TR <br />ENDS <br />3 <br />8 <br />24.0 <br />34.6 <br />-05.1 <br />W/3010 TR <br />4 <br />3 <br />8 <br />240 <br />34.6 <br />-37.7 <br />308D DOOR <br />ENDS <br />3 <br />8 <br />2Q0 <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 />6D6BSGD <br />4 <br />6 <br />6.67 <br />40.0 <br />33.4 <br />-3&6 <br />2868 DOOR <br />4 <br />2.67 <br />6.67 <br />17.8 <br />35.3 <br />-38.3 <br />305DSH <br />4 <br />3 <br />5 <br />15.0 <br />35.7 <br />-388 <br />3050SH <br />ENDS <br />3 <br />5 <br />15.0 <br />35.7 <br />-47.3 <br />20405H <br />ENDS <br />2 <br />4 <br />&0 <br />31.5 <br />-49.0 <br />6080SGD <br />4 <br />6 <br />8 <br />4& O <br />32.8 <br />-3&0 <br />DESIGN PRESSIRES 90C ARE WINNIV N-LOBABLE <br />VALLES VkUES ARE TO BE INCREASED AS <br />REWIRED BY MORE STRINGENI LOCk REWIREXENIS <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 />05/03/2024 <br />DATE <br />`\``jj%IIIIII///// <br />No. 860 <br />i Q STNT OF <br />�� '•.F�ORIDP;••' ���� <br />z/1111 <br />IIII <br />E- :p PpoEo <br />?cJfr=EEo <br />43o 5P6' - <br />& zoB <br />a <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 />M <br />OLU <br />Z <br />Q <br />I <br />O <br />Ca <br />Q <br />z <br />O <br />Imo( <br />J <br />LU <br />1 <br />C) <br />= <br />C <br />En <br />= «-) <br />W <br />CC <br />U <br />0 <br />Ir <br />O <br />W <br />W <br />N <br />OM <br />L <br />J <br />DRAWN BY: FAE <br />VERSION: 5.0 <br />SHEET NAME <br />REFERENCE <br />CHARTS <br />SHEET # <br />S5.l <br />