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i <br />PRECAST LINTEL GRAVITY LOAD TABLE v4.21 <br />LOADS LISTED NAVE BEEN CALCULATED OR COW ILED FROMAPPROV ED MANUFACTURERS: <br />CAST-CRETE, LO1T5 CONCRETE, OVAUTY PRECASTC0. <br />MAXIMUM LOAD (PUF) <br />APPROX. <br />UNTELLENGTH <br />MAX.CLEAR <br />OPENING <br />TYPEA <br />8"UNTEL <br />8"TVPEB <br />B'NPEC <br />12"TYPES <br />12"TYPEC <br />14"TYPEB" <br />14"TYPE[" <br />16"TYPEB <br />i6"TVPEC <br />20"TYPEB <br />20"TYPE[ <br />24"TYPEB <br />24"TYPE[ <br />28"TYPEB <br />28•TYPEC <br />31'TYPEB <br />3YTYPEC <br />Y 10, <br />1' 5" <br />2231 <br />3069 <br />3719 <br />3280 <br />5163 <br />6607 <br />8054 <br />9502 <br />i00DO <br />3069 <br />4605 <br />5205 <br />6113 <br />7547 <br />8974 <br />10000 <br />10000 <br />3' 6" <br />Y 2" <br />2231 <br />3059 <br />3719 <br />328L <br />5163 <br />6607 <br />8054 <br />9502 <br />10000 <br />3069 <br />4605 <br />5205 <br />6ll3 <br />7547 <br />8974 <br />1000D <br />10000 <br />1. 1. <br />Y8" <br />1783 <br />256' <br />2751 <br />3280 <br />3820 <br />4890 <br />5961 <br />7034 <br />8107 <br />2551 <br />4605 <br />5206 <br />6213 <br />7547 <br />8974 <br />IOOOD <br />100DO <br />4,6" <br />3'2" <br />1343 <br />1%9 <br />211C <br />2992 <br />2931 <br />3756 <br />4576 <br />54DO <br />6224 <br />1%9 <br />4375 <br />5206 <br />6ll3 <br />A39 <br />%72 <br />10000 <br />SOODO <br />C a" <br />3 4" <br />1349 <br />1438 <br />1716 <br />1999 <br />2560 <br />3132 <br />3686 <br />42491349 <br />3090 <br />4567 <br />5365 <br />5817 <br />7074 <br />8203 <br />5'4" <br />4'0" <br />1349 <br />1438 <br />1716 <br />1999 <br />3132 <br />3686 <br />4649 <br />1349 <br />3D90 <br />4567 <br />5365 <br />5817 <br />7074 <br />8203 <br />4 ILT <br />4'6' <br />E1217 <br />1105 <br />1173 <br />1600 <br />1631 <br />2549 <br />3009 <br />347•C1105 <br />2522 <br />4242 <br />4350 <br />N4766 <br />4889 <br />5817 <br />6662 <br />6'6'S'2" <br />1232 <br />2177 <br />3738 <br />3480 <br />3707 <br />4383 <br />5061 <br />1232 <br />2177 <br />2738 <br />3480 <br />9360 <br />9625 <br />7590 <br />7'6" <br />0 2' <br />570 <br />1 <br />1729 <br />2108 <br />2632 <br />2698 <br />3191 <br />3685 <br />931 <br />1729 <br />2108 <br />2632 <br />3898 <br />1 5661 <br />4742 <br />55M <br />8'4" <br />70" <br />488 <br />699 <br />1160 <br />1516 <br />1626 <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 />9'4" <br />80" <br />416 <br />699 <br />1160 <br />N/A <br />1625 <br />2564 <br />3486 <br />2818 <br />3302 <br />099 <br />1245 <br />N/A <br />1843 <br />2564 <br />3486 <br />2964 <br />3397 <br />10, 6" <br />g2^4 <br />535 <br />890 <br />N/A <br />1247 <br />2093 <br />2777 <br />2163 <br />2536 <br />535 <br />2054 <br />N/A <br />1533 <br />2093 <br />2781 <br />2259 <br />2615 <br />11' 4" <br />110" <br />315 <br />567 <br />890 <br />N/A <br />1366 <br />1846 <br />2423 <br />3127 <br />4006 <br />557 <br />945 <br />N/A <br />1366 <br />1846 <br />2423 <br />3127 <br />4006 <br />12' O' <br />10 a,. <br />292 <br />525 <br />873 <br />N/A <br />1254 <br />1684 <br />2193 <br />2805 <br />3552 <br />525 <br />873 <br />N/A <br />1254 <br />1684 <br />2193 <br />2805 <br />3552 <br />1216, <br />11'2" <br />Z77 <br />471 <br />755 <br />N/A <br />1C75 <br />1428 <br />1838 <br />2316 <br />2883 <br />671 <br />755 <br />N/A <br />1075 <br />142E <br />1038 <br />2316 <br />2883 <br />13'4" <br />17 0" <br />255 <br />471 <br />755 <br />N/A <br />1075 <br />1428 <br />1838 <br />2316 <br />2535 <br />471 <br />755 <br />N/A <br />1075 <br />1428 <br />1838 <br />2316 <br />28M <br />14'D• <br />1Y 8" <br />239 <br />424 <br />706 <br />N/A <br />'002 <br />1326 <br />1697 <br />2127 <br />2278 <br />424 <br />706 <br />N/A <br />1OD2 <br />2328 <br />1697 <br />2127 <br />2630 <br />14'8" <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 />N/A <br />783' <br />N/A <br />1234' <br />1421' <br />1779' <br />2188' <br />2662' <br />15'4" <br />14'0" <br />MIA <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 />5160` <br />1331` <br />1660` <br />213P <br />2459- <br />17'4" <br />16 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 />548' <br />N/A <br />952' <br />i117' <br />1379' <br />1671' <br />1997' <br />19'4" <br />la 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 />420` <br />N/A <br />750- <br />960' <br />1177' <br />1415• <br />1676' <br />2D'0" <br />1818" <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 />340- <br />N/A <br />59' <br />845• <br />1114- <br />3345' <br />1468- <br />24'0" <br />2Y 8" <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 />250` <br />N A <br />69D` <br />M.'880 <br />1 ]090' <br />12111' <br />'PRESTRESSED `"9'W/2"RECESS U-LINTELS <br />Type A=Unfilled no Reber; Type B= Continuous [rout, Steel per Plan In Bond Beam Only; Type C= Contlnous GmutSteel per plan nBond <br />Beam & Lintel - <br />LEGEND <br />[] <br />8x8 FILLED CELL W/ (1) - #5 REBAR - <br />- - <br />BEAMS <br />■ i <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 />n <br />----------- <br />BEARING/SHEAR WALLS (FOR REFERENCE) <br />� <br />45° CMU -FILL CELLS W/ #5 REBAR <br />® <br />ROOF BLOCKING <br />LLD CELL W/ #4 REBAR <br />(IN WALL) <br />® <br />CELL W/ #4 REBAR <br />WAL SIHIGHER BEARING WALLS <br />(IN COLUMN) <br />CONCRETE <br />CONCRETE TIE BEAMS <br />ELEV <br />ELEVATION INDICATOR <br />® <br />PLUMBING PENETRATION FOR <br />DETAIL INDICATOR <br />FRAMING LAYOUT <br />MDR SIZE <br />LINTEL OR WOOD HDR DESIGNATION <br />OPEN SIZE <br />(ALL WOOD ROWS TO BE (2) PLY U.N.O.) <br />I 1-- <br />BRACED WALL LINE <br />FASTENERS <br />ALLOWABLE LOADS <br />CONNECTOR <br />CITY <br />TYPE <br />GRAVITY <br />his 1.0 <br />UPLIFT jibs) 1.6 <br />LATERAL <br />Ibs 1.6 <br />META16 <br />8 <br />0.148"z1-1/2" <br />-- <br />1450 <br />1`1:340 <br />F2 : 770 <br />HETA16 <br />9 <br />0.148"zl-1/2' <br />- <br />1830 <br />F1: 340 <br />F2: 770 <br />(2) META16 <br />1- <br />10 <br />0.148"x1-1/2" <br />-- <br />1875 <br />F1:680 <br />F2:770 <br />(2)META16 <br />14 <br />0.162"0-1/2" <br />-- <br />1795 <br />F1:128S <br />F2: 1080 <br />(2) HETA16 <br />I -Ply <br />30 <br />0.148"xl-1/2" <br />-- <br />1920 <br />F3:680 <br />F2 : 770 <br />(2)HETA16 <br />10 1- or 3-o1v <br />12 <br />0.162"1-1/2" <br />-- <br />2365 <br />F1: 1350 <br />F2 :1430 <br />HSTM16 <br />8 <br />0.148"xl- 2" <br />-- <br />1110 <br />F3:120 <br />F2: 90 <br />4 <br />1 4"xl-3 4" CONC SCREW <br />LGU M28-2 <br />6 <br />3 8" x X TITEN HD <br />8250 <br />2435 <br />6 <br />1 4"x 21 2" SDS SCRE W <br />MSTC28 <br />36 <br />0.148" x 31 4" <br />3460 <br />MTS12 <br />14 <br />0.148"z1- <br />990 <br />(21 MT512 <br />28 <br />0.148"xl-1 2" <br />1900 <br />MTS16 <br />14 <br />0.148"z1-1 " <br />990 <br />HU210-2 <br />18 <br />14"z234"CON[SCREWR3- <br />5800 <br />10 <br />0.148" z 3" <br />HTSL6 <br />32 <br />0.148"x1-1" <br />2,89D <br />(21 HT516 <br />16 <br />0.148"z1-3 2" <br />1310 <br />HTS20 <br />24 <br />0.148"z1-1 2" <br />1310 <br />LSTA12 <br />10 <br />0.148"x2-1 2" <br />925 <br />LSTA18 <br />14 <br />0.148'•x2-1 2" <br />1235 <br />LSTA30 <br />22 <br />0.148"x2- 2" <br />1640 <br />MSTA24 <br />18 <br />0.148" X 21 2" <br />1640 <br />2 MSTA24 <br />36 <br />8" <br />0.14X 21 2" <br />3.280 <br />MSTA36 <br />26 <br />D.148"X212' <br />2050 <br />2 MSTA36 <br />52 <br />D.148- X 21 2" <br />-- <br />4,100 <br />_- <br />MSTA30 <br />22 <br />0. 48"x2-1 2" <br />2050 <br />MSTC28 <br />36 <br />0.148" x 4" 31 <br />3,460 <br />MSTC52 <br />62 <br />0.148"x3-1 4" <br />4735 <br />MSTAM24 <br />1,425 <br />-- <br />5 <br />144X 214" <br />MSTAM36 <br />13 <br />0.141 X 3" <br />- <br />1JS70 <br />-- <br />8 <br />14"X214" <br />(2) MSTAM36 <br />26 <br />16 <br />OA48" X 3" <br />1 4" X 2 3 4" <br />3740 <br />-- <br />MSTCM40 <br />10 <br />4'x2-14"CON C SCREW <br />-- <br />28M <br />-- <br />14 <br />0.148"z3- 4" <br />MGT <br />22 <br />0.148"A3" <br />3965 <br />F1:775 <br />F2:525 <br />1 <br />5 "ATR <br />HGT-3 <br />16 <br />0.14EIN3" <br />-- <br />10,790 <br />-- <br />2 <br />3 4" ATR <br />VGTR or L <br />1 <br />111. ATR <br />_ <br />2225 <br />F1:650 <br />F2: 630 <br />16 <br />1 4"z3" SDS <br />VGTRA <br />2 <br />5 'ATR <br />_ <br />5545 <br />F3:6SO <br />F2: 630 <br />32 <br />1 4"z3-SDS <br />VGT <br />1 <br />5 "ATR <br />_ <br />49Q <br />F1:1185 <br />F2:590 <br />16 <br />1 4.43"SDS <br />(2) VGT <br />2 <br />5 "ATR <br />- <br />7185-2ply 88 <br />F1:1185 <br />F2: 590 <br />32 <br />1 4"z3" SDS <br />DTT2Z <br />1 <br />8 <br />1/2"ATR <br />14"z3"SDS <br />_ <br />1825-2x4min <br />2145 22x4 min <br />NTT4 <br />1 <br />5 "ATR <br />-- <br />3630 <br />-- <br />18 <br />DIaB"z3-1 2,. <br />HTTS <br />1 <br />5 'ATR <br />-_ <br />4670 <br />-- <br />26 <br />0.148"x3" <br />HTTSKT <br />1 <br />5 "ATR <br />-- <br />5445 <br />-- <br />26 <br />SO d10z2-1 2" <br />Ae11442 <br />7 <br />S "ATR <br />7570 <br />1900 <br />-- <br />12 <br />D.162"z3-1 2" <br />ABU66Z <br />I <br />5 "ATR <br />18205 <br />2475 <br />-- <br />12 <br />0.162"x3-i " <br />H2.SA <br />10 <br />D.131"x2-1/2" <br />-- <br />565 <br />F1:110 <br />F2: 110 <br />H10A <br />L8 <br />0.148"0-1/2" <br />-- <br />134o <br />F1 :565 <br />F2 : 285 <br />H10A-2 <br />18 <br />D.148"zl-1/2" <br />-- <br />1080 <br />Fl : 68D <br />F2. 260 <br />HUC48 <br />14 <br />1/4"x2-3/4"CONS SCREW <br />35M <br />1135 <br />•- <br />6 <br />0.14B`x3'• <br />HUC414 <br />24 <br />1/4•k2-3/4" CONC SCREW <br />5085 <br />2015 <br />-- <br />12 <br />D.148"0' <br />LUS26 <br />4 <br />0.148"x3" <br />865 <br />1165 <br />SPH4 <br />12 <br />0.148"4-1/2- <br />-- <br />Side :640 <br />Center: 1280 <br />-. <br />OTC clips <br />4 <br />3/169Q-3/4" CONIC 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 />F1:650 <br />F2: 670' <br />SDWC15600 <br />1 <br />SDWC15600 <br />-- <br />615 <br />F1:130 <br />F2:225 <br />SDWCIS450 <br />1 <br />SDWC154S0 <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"0" <br />LGU3.63-SDS <br />16 <br />14"X1 2" <br />6.720 <br />5.S55 <br />-- <br />12 <br />34"X212" <br />HDUS-SD52.5 <br />1 <br />7/9- ATR <br />-- <br />7.87D <br />-- <br />20 <br />14"X21/2" SDS <br />HDU11-SD52S <br />1 <br />1"ATR <br />-- <br />11,175 <br />-- <br />30 <br />1 4"X 1 2" SDS <br />THD26 <br />20 <br />0.362" z 3" <br />2940 <br />3240 <br />-• <br />20 <br />0.14e•' x 13 z" <br />THD28-2 <br />28 <br />0.162" z 3" <br />4330 <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 />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 />PLYWD <br />PLYWOOD <br />CIP <br />CAST IN PLACE <br />FT <br />FOOT / FEET <br />REINF <br />REINFORCINGIREINFORCEMENT <br />CJ <br />CONTROLJOINT <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 />GRID <br />GRADE <br />SC <br />STUD COLUMN <br />COL <br />COLUMN <br />GWB <br />GYPSUM WALLBOARD <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 #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 />140 MPH 2O23 <br />FL - C & C Pressures Aso <br />Eff.wue W6d Area <br />Gable Rod Campaie der <br />I HI Roof Com -ts <br />Wall Co beds <br />Zaee 1 <br />Zane 2 <br />Zane 3 <br />i ZaI <br />Zane Z <br />Zone 3 <br />Zane 4 <br />Zane 5 <br />A-100 SOFT(O rde) <br />17.1 <br />-35.3 <br />17.3 <br />-42.7 <br />17.1 <br />-49.0 <br />14.8ne <br />-30.3 <br />14.8 <br />-365 <br />14.8 <br />-365 <br />3L1 <br />-34.1 <br />3L1 <br />-3&0 <br />A<505OFT(Wmdows) <br />19,2 <br />1 -40.4 <br />1 19.2 <br />1 -509 <br />1 19.2 <br />1 -63.9 <br />1 18.7 <br />-36.0 <br />18.7 <br />-32.7 <br />18.7 <br />-419 <br />32.7 <br />-35.9 <br />32.7 <br />-0L3 <br />A< 10 SOF71Fasteers) <br />24.2 <br />-2 <br />-83.1 <br />24.2 <br />-98.6 <br />27.3 <br />-49.0 <br />27.' <br />-67.5 <br />27.3 <br />-67.5 <br />3&5 <br />-�.7 <br />36.5 <br />-49.0 <br />Components and Cladding Pressures (ASD) - 2023 FL <br />Positive Negative <br />Width Height Effective Pressure Preswre <br />Description ZQIM Lw Lfil Area Eft21 JRM bun <br />16070 OHGD <br />16 <br />7 <br />112 <br />30.8 <br />-34A <br />3068 <br />w/3030 TR <br />ENDS <br />3 <br />8 <br />24.0 <br />34,6 <br />-45.1 <br />w/3010 TR <br />4 <br />3 <br />8 <br />24.0 <br />34.6 <br />-37.7 <br />30BO 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 />15.8 <br />35.6 <br />-3&7 <br />6D685GD <br />4 <br />6 <br />667 <br />40.0 <br />33.4 <br />-36.6 <br />2868 DOOR <br />4 <br />Z67 <br />667 <br />17.8 <br />35.3 <br />-38.3 <br />30505H <br />4 <br />3 <br />5 <br />15.0 <br />35.7 <br />-38.8 <br />3050SH <br />ENDS <br />3 <br />5 <br />15.0 <br />35.7 <br />-47.3 <br />204M <br />ENDS <br />2 <br />4 <br />8.0 <br />365 <br />-49.0 <br />6DOD SGD <br />4 <br />6 <br />8 <br />4&0 <br />32.8 <br />-360 <br />DESIGN PRESSURES SHOWN ARE MINIMUM ALLOWABLE <br />VALUES VALUES ARE 10 SE INCREASED AS <br />REOIRED BY MORE STRNC{NI LOCAL RECUIREMENIS <br />O0O Fieldstone <br />C.O.A.# ARCHITECURE: <br />AA26002802 <br />C.O.E.# ENGINEERING: G <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 />No.86 <br />i i <br />.,Q STATE OF <br />��ORIDPW •' ���� <br />11111 <br />- <br />v�SLg: - <br />E PaCe<-a$o�fi== <br />-4a � c2 &.21 82 <br />oEo" EE <br />O <br />®' 5 �'� " e "oy8' o <br />o a - SoEa <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 />M <br />O <br />z <br />o <br />A <br />r►' <br />V <br />z <br />~ <br />W� <br />IH <br />-1 <br />W <br />A <br />W <br />ELI <br />U <br />a <br />0 <br />x <br />I17 <br />W <br />o <br />N <br />O <br />CR <br />F <br />L <br />i <br />DRAWN BY: FAE <br />VERSION: 5.0 <br />SHEET NAME <br />REFERENCE <br />CHARTS <br />SHEET # <br />S5.1] <br />