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FASTENERS <br />ALLOWABLE LOADS <br />CONNECTOR <br />CITY <br />TYPEIbs <br />GRAVITY <br />1.0 <br />UPLIFT (Ibs)@,D 1.6 <br />LATERAL <br />Rb5 L6 <br />META16 <br />8 <br />0.148"xl-1/2' <br />-- <br />1450 <br />F1:340 <br />F2: 770 <br />META16 <br />9 <br />0.148"z1-1/2" <br />- <br />1810 <br />F3:340 <br />F2: 770 <br />(2) META16 is 1: <br />10 <br />D148"xl-1/2" <br />-- <br />1875 <br />880 <br />71F2:770 <br />(2)METAl6 <br />14 <br />0.162"z3-1/2" <br />-- <br />1795 <br />F1: 1285 <br />F2:]080 <br />(2) 1-Ply <br />1- <br />]0 <br />0.148"x1-1/2" <br />-- <br />1920 <br />F1:680 <br />F2:770 <br />(2) META16 <br />2- or 3-Pty <br />12 <br />0.161"x3-1/2" <br />-- <br />2365 <br />F1: 1350 <br />F2: 1430 <br />HSTMI6 <br />8 <br />0.148"xl-1 2" <br />-- <br />1110 <br />F1:120 <br />F2: 90 <br />4 <br />4"xl-3 4' CONIC SCREW <br />LGUM28-2 <br />6 <br />3 8" x4' TITEN HD <br />8250 <br />243S <br />6 <br />34'z212"SDS SCREW <br />MSTC28 <br />36 <br />0.148"x314" <br />3460 <br />MTS12 <br />14 <br />0.148"xl-1 2" <br />990 <br />2 MTS12 <br />28 <br />0.148"xl-1 2" <br />1980 <br />- <br />MTS16 <br />14 <br />0.148"X1-12" <br />990 <br />HU210-2 <br />18 <br />14"x234"CONIC SCREW <br />35M <br />180D <br />-- <br />10 <br />D.348" x 3" <br />HT516 <br />32 <br />0.348"xl-1 2' <br />2,090 <br />2 HTS16 <br />16 <br />0.148"xl-1 2" <br />1310 <br />MT520 <br />24 <br />0.148"XI-1 2" <br />1310 <br />LSTA12 <br />10 <br />0.148"x2-I 2" <br />925 <br />LSTA18 <br />14 <br />0.148'x2-1 2- <br />1235 <br />LSTA30 <br />22 <br />0.148"z2-1 2" <br />1640 <br />-- <br />MSTA24 <br />18 <br />0.148" X 21 2" <br />1640 <br />2 MSTA24 <br />36 <br />0.148" X 21 2" <br />3.280 <br />MSTA36 <br />26 <br />0.148"X212" <br />2050 <br />2 MSTA36 <br />52 <br />0.148" X 2 3 2" <br />4.100 <br />-- <br />MSTA30 <br />22 <br />0.1413" . <br />2050 <br />MSTC28 <br />36 <br />0.148"x 314" <br />3,460 <br />MSTC52 <br />62 <br />0.148.0-3 4" <br />4735 <br />MSTAM24 <br />9 <br />0.148" X 3" <br />1.425 <br />-- <br />s <br />4-X214' <br />MSTAM36 <br />13 <br />0.148"X 3" <br />-- <br />1,870 <br />-- <br />8 <br />14"X214" <br />(2) MSTAM36 <br />M <br />16 <br />0.148" X 3" <br />1 4" X 2 4" <br />-- <br />3740 <br />MSTCM40 <br />30 <br />14"z2-14"CONE SCREW <br />-- <br />2800 <br />14 <br />0.148"z3- 4' <br />MGT <br />22 <br />0.14SN3" <br />- <br />3965 <br />F1:775 <br />1`2:525 <br />1 <br />5 "ATR <br />HGT-3 <br />36 <br />0.148"x3" <br />-- <br />10,790 <br />-- <br />2 <br />3 4" ATR <br />VGT0. or L <br />2225 <br />F2:6 0 <br />16 <br />1 4"x3" SOB <br />VGTR/L <br />2 <br />5 "ATR <br />- <br />5545 <br />F1:6SO <br />F2: 630 <br />32 <br />4'k3" SDS <br />VGT <br />1 <br />5 "ATR <br />- <br />4940 <br />F1: 1185 <br />F2: 590 <br />16 <br />4'z3'SDS <br />(2)VGT <br />2 <br />5 "ATR <br />- <br />7185-2pN 8890 <br />31AV <br />F1:1185 <br />F2:590 <br />32 <br />14'x3"SDS <br />DTT2Z <br />1 <br />8 <br />1/2" ATR <br />14"x3"SDS <br />1825-2x4 min <br />2145 22x4min <br />HTT4 <br />1 <br />5/8- ATR <br />-- <br />3610 <br />-- <br />18 <br />0.148"x3-1 2" <br />NTTS <br />1 <br />5 'ATR <br />-" <br />6670 <br />-- <br />26 <br />0.148"x3" <br />HTT5KT <br />1 <br />5 B"ATR <br />-- <br />544S <br />-- <br />26 <br />SD RIDx2-I " <br />ABU44Z <br />1 <br />5 8" ATR <br />7570 <br />1900 <br />-- <br />12 <br />0.162"x3-1 " <br />ABU66Z <br />1 <br />S "ATR <br />18205 <br />2475 <br />-- <br />12 <br />0.162"z3-1 2" <br />H2.5A <br />10 <br />0.131'x2-1/2" <br />-- <br />565 <br />F1:110 <br />F2:110 <br />H10A <br />18 <br />0.148"x1-1/2" <br />-- <br />1340 <br />F1:565 <br />F2 : 285 <br />H10A-2 <br />18 <br />0.148"xl-1/2" <br />-- <br />1080 <br />FI - 68D <br />F2 : 260 <br />HUC48 <br />14 <br />1/4"z2-3/4"CONC SCREW <br />3S00 <br />1135 <br />-- <br />6 <br />0.148"x3" <br />HUC414 <br />24 <br />1/4"x2-3/4" CONC SCREW <br />5065 <br />2015 <br />-- <br />12 <br />0.148"A3" <br />LUS26 <br />4 <br />0.148"x3" <br />865 <br />1165 <br />SPH4 <br />12 <br />0.148"xl l/2" <br />Side :640 <br />Center :1280 <br />- <br />DTC dips <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 />12 <br />0.131"1,1-1/2- <br />-- <br />-- <br />F3:650 <br />F2:670• <br />SDWC15600 <br />1 <br />SDWC15600 <br />-- <br />615 <br />F1:130 <br />F2: 225 <br />SDWC15450 <br />I <br />SDWC15450 <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"x3" <br />LGU3.63-$DS <br />16 <br />1 4" X 2 1 2" <br />6.720 <br />5.555 <br />-- <br />12 <br />14"X212" <br />HDUS-SDS2.5 <br />1 <br />7 "ATR <br />-- <br />7,870 <br />-- <br />20 <br />1 4" X 21 2" SDS <br />HDUl1-SDS2.5 <br />1 <br />I"ATR <br />-- <br />11,175 <br />-- <br />30 <br />14"X212"SD5 <br />THD26 <br />20 <br />0.162"x 3" <br />2940 <br />3240 <br />-- <br />20 <br />D.149" x 13 2" <br />THD28-2 <br />28 <br />1161" x 3" <br />4310 <br />4860 <br />-- <br />16 <br />0.148" x 3" <br />PRECAST LINTEL GRAVITY LOAD TABLE ,4.21 <br />LOADS LISTED HAVE BEEN CALCULATED OR COMPILED FROM APPROVED MANUFACTURERS: <br />CAST-CRErE, IOTrS CONCRETE, OUAUTYPRECASTCO. <br />MAXIMUM LOAD (PLF) <br />APPROX. <br />LINTELLENGTH <br />MAX.CLEAR <br />OPENING <br />TYPEA <br />8"UNI <br />8'TYPES <br />8-TYDEC. <br />12"TYPEB <br />12-TyPEC:={'TYPE(" <br />14"TYPEB'• <br />16"TYPEB <br />16-TYPEC <br />20"7YPE8 <br />2VWPEC <br />24"TVPEB <br />20TMC <br />28"TYPES <br />:-rTYPEC <br />37TYPEB <br />3r TWEC <br />Y IV, <br />116, <br />2231 <br />3059 <br />3719 <br />328D <br />5163 <br />6607 <br />8054 <br />9502 <br />100DO <br />3069 <br />4505 <br />5206 <br />6113....... <br />7547 <br />814 <br />I= <br />10000 <br />3- 1" <br />Y 2" <br />Z231 <br />3069 <br />3719 <br />3280 <br />5163 <br />6607 <br />8054 <br />9502 <br />100DO <br />3069 <br />460.5 <br />5205 <br />6113.. <br />7547 <br />9974 <br />30000 <br />.10000 <br />4'0" <br />Y 8" <br />1783 <br />2561 <br />2751 <br />328D <br />3820 <br />4890 <br />5961 <br />7034 <br />8107 <br />2551: <br />4605 <br />521Ri� - <br />6113 <br />7547 <br />8974 <br />70000 <br />'W000 <br />4'6" <br />3'2" <br />Li43 <br />1959 <br />2110 <br />2992 <br />2931 <br />3756 <br />4576 <br />5400 <br />6224 <br />i969 <br />4375 <br />3206 <br />6113 <br />7019 <br />8572 <br />10001) <br />10000 <br />4'8" <br />3'4" <br />1217 <br />1349 <br />1438 <br />1715 <br />1999 <br />2560 <br />3132 <br />3696 <br />4249 <br />13419, <br />3090 <br />456 <br />5366 '. <br />JIM <br />,917 <br />7074. <br />5'4" <br />4'0" <br />1006 <br />1349 <br />1438 <br />1716 <br />1999 <br />2560 <br />3132 <br />3686 <br />466 <br />1%9 <br />309D <br />45W <br />5365 <br />4766 1 <br />5817 <br />7874 <br />am <br />510' <br />4! 6" <br />860 <br />1105 <br />U73 <br />1600 <br />1631 <br />2090 <br />2549 <br />3009 <br />3470 <br />2622 <br />4242 <br />4360 <br />3942 <br />am <br />5817: <br />6662 <br />6' 6" <br />5 2' <br />710 <br />1232 <br />1 2177 <br />3738 <br />3480 <br />3D31 <br />3707 <br />4383 <br />5061 <br />,. 12R2 , <br />2177 : <br />2730 <br />Mao-:. <br />5381 <br />am <br />:: am <br />75M <br />7- 1" <br />6 2" <br />570 <br />1729 <br />2108 <br />2632 <br />2205 <br />2698 <br />3191 <br />3685 <br />:1 <br />991 <br />1729 <br />2106 <br />282- <br />3898 <br />-5561 <br />4742 <br />5501 <br />8' 4" <br />7 0" <br />498 <br />699 <br />U60 <br />1516 <br />1626 <br />2564 <br />3486 <br />2818 <br />3302 <br />1245 <br />1516 <br />Ill <br />2w <br />3A86 <br />29W <br />sm <br />VC <br />go" <br />416 <br />699 <br />1160 <br />N/A <br />1625 <br />1 2564 <br />3486 <br />2818 <br />3302 <br />699 _.. <br />2245 <br />N/A ' <br />IM3 <br />"'.:. am <br />':3186 <br />'- am <br />10, 6" <br />5 2" <br />354 <br />535 <br />890 <br />N/A <br />1247 <br />2D93 <br />2777 <br />2163 <br />2536 <br />US <br />IM4 <br />N/A <br />ISB3 <br />XW <br />2781 <br />2259 <br />2615 <br />ll' C <br />10 0" <br />315 <br />567 <br />890 <br />N/A <br />1366 <br />1946 <br />2423 <br />3127 <br />4006 <br />567 <br />945 <br />N A. <br />1W <br />1846 <br />2A23. <br />31Z7 <br />AM <br />0' 12' <br />10, B" <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 />219 <br />2805 <br />am <br />12' 6' <br />IV 2" <br />277 <br />471 <br />755 <br />N/A <br />1075 <br />1428 <br />1838 <br />2316 <br />2883 <br />471 <br />755 <br />N/A <br />1075 <br />2428 <br />]838 <br />2316 <br />286 <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 />IMA <br />1075 <br />1428 <br />2838 <br />2316... <br />2M <br />14' 0' <br />1Y 8" <br />239 <br />424 <br />7D6 <br />N/A <br />1002 <br />1326 <br />1697 <br />2127 <br />2278 <br />424 <br />705 <br />NIA <br />I= <br />1328 <br />107 <br />2127 <br />2530 <br />14'8" <br />138" <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 />M. <br />NIA <br />123{'- <br />147i'.. <br />1779` <br />21B8'. <br />. 2662' <br />15"r <br />14' 0" <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 />7Ur <br />N/A . <br />1160' - <br />MI* <br />9w <br />2032' <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 />A <br />5A8• <br />N A <br />952- <br />Inr <br />1379• <br />167r <br />L"r <br />19'4" <br />180" <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 />- A <br />420'. <br />N A. <br />750a <br />960' <br />u7r <br />1415' <br />111 <br />20'd' <br />FN/A <br />18, 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 />NJA <br />3A0' <br />N/A <br />sm. <br />b1.5' <br />3114' <br />2345• <br />14W <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 />A <br />i 25V <br />N A <br />450'- <br />650' <br />'880 <br />]D90' <br />1220• <br />PRESTRESSED •' 8' W/2" RECESS LLLINTELS <br />Type A = Unfilled no Reba; Type B = Continuous Grout, Steel per Plan In Bond Beam Only; Type C = Continous GroutSteel per plan in Bond <br />Beam & Lintel <br />LEGEND <br />8x8 FILLED CELL W/ (1) - #5 REBAR <br />- - <br />BEAMS <br />■ i 8x8 FILLED CELL W/ (1) - #7 REBAR" <br />HEADER - WIDTH TO MATCH WALL <br />------ <br />GIRDERS <br />E2 8x8 FILLED CELL W/ NO REBAR REOD <br />------------- <br />PLUMBING WALLS (FOR REFERENCE) <br />------------- <br />BEARING/SHEAR WALLS (FOR REFERENCE) <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 />12z12 FILLED CELL WI #4 REBAR <br />WAL SIGH R BEARING WALLS <br />(IN COLUMN) <br />CONCRETE TIE BEAMS <br />1$19LFY ELEVATION INDICATOR <br />® <br />PLUMBING PENETRATION FOR <br />DETAIL INDICATOR <br />FRAMING LAYOUT <br />HDR SIZE LINTEL OR WOOD HDR DESIGNATION <br />OPEN SIZE (ALL WOOD HDR'S TO BE (2) PLY U.N.O.) <br />4 I)-- BRACED WALL LINE <br />ABBREVIATIONS: <br />AB <br />ANCHOR BOLT <br />EA <br />EACH <br />TNT <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 />MIS( <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 />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 />REOD <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 WALLBOARD <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 08 BETTER <br />DIA <br />DIAMETER <br />ILO <br />IN LIEU OF <br />TYP <br />TYPICAL <br />DWG <br />DRAWING <br />IN <br />INCH <br />IUNO <br />UNLESS NOTED OTHERWISE <br />140 WINDSPEED CHARTS <br />140 MPH 2O23 <br />FL - C & C Pressures ASO <br />EHeRive Wind Area <br />Gable Roof C ane is <br />I N Roof Com onents <br />MR Co <br />nerds <br />Zone 1 <br />Zone Z <br />Zone 3 <br />1 Zone 1 <br />Zone 2 <br />Zone 3 <br />Zone 4 <br />Zane 5 <br />A>100 SQFT(Grd-) <br />17.1 <br />-35.3 <br />17.1 <br />-42.7 <br />17.1 <br />-49.0 <br />14.8 <br />-30.3 <br />148 <br />-36.5 <br />14.8 <br />-36.5 <br />31.1 <br />-34.1 <br />1 311 <br />1 -38.0 <br />A-SOSQFr(%Mndoxs) <br />19.2 <br />-4Q4 <br />19.2 <br />1 -549 <br />1 19.2 <br />1 -63.9 <br />1 18.7 <br />-36.0 <br />1&7 <br />1 -327 <br />1 18.7 <br />-45.9 <br />32.7 <br />-35.9 <br />1 327 <br />1 -413 <br />A< 10 SCIFT(Fasteners) <br />24.2 <br />-52.0 <br />262 <br />1 -83.1 <br />I 24.2 <br />1 -99.6 <br />1 27.3 <br />-49.0 <br />27.3 <br />-67.5 <br />1 27.3 <br />-67.5 <br />3&5 <br />Components and Cladding Pressures (ASD) - 2023 FL <br />Positive Ne ative <br />Width Height Effective Pressure Pressve <br />Deserlo Z!?ffi <br />16070 OHGD <br />16 <br />7 <br />112 <br />30.8 <br />-34.4 <br />3068 <br />w/3030 TR <br />ENDS <br />3 <br />8 <br />24.0 <br />34.6 <br />-05.1 <br />3068 <br />w/3010 TR <br />4 <br />3 <br />8 <br />24,0 <br />34.6 <br />-37.7 <br />3080 DOOR <br />ENDS <br />3 <br />8 <br />2G,0 <br />34.6 <br />-45.1 <br />25SH <br />4 <br />3 <br />5.25 <br />15.8 <br />35.6 <br />-38.7 <br />6D68SGD <br />4 <br />6 <br />6.67 <br />40.0 <br />33.4 <br />-36.6 <br />2868 DOOR <br />4 <br />2.67 <br />6.67 <br />17.8 <br />35.3 <br />-38.3 <br />30505H <br />4 <br />3 <br />5 <br />15.0 <br />357 <br />-3&8 <br />3050SH <br />ENDS <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 />60FD IGD <br />4 <br />6 <br />8 <br />48.0 <br />328 <br />-36.0 <br />DESIGN PRESSURES SHOWN ARE MINIMUM AILOWAM <br />VALILS. VALUES AM TO BE NCK4SED AS <br />REWIRED BY MORE STRINGENT LOCAL REQUIREMENTS <br />ORO Fieldstone <br />C.O.A.# ARCHITECURE: <br />AA26002802 <br />C.O.E.# ENGINEERING: <br />29349 <br />13 IBRAHEM ELAYEB, PE <br />P.E.# 91476 <br />■ BENJAMIN NIESE, PE <br />P.E.# 86025 <br />05/03/2024 <br />DATE <br />� \R� OCAaR <br />0 STATE <br />�� ' . A�ORION. ' <br />Fs <br />'���� S�ONAL 1�0� <br />111111 <br />. 8 as�a <br />��oo�E6$Bo2frY>o's <br />8S1g�^�§g°#ss. <br />afi�€ s6 �8 o$r o5 <br />2b�6p61EHT <br />r8 Ts�6 <br />e afr';a€656;80 <br />O c6S5 �5 Ei`g>'8 e�9 <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 />0 <br />NL <br />C�' <br />0 <br />I--1 <br />m <br />0 <br />~ <br />�♦Yi <br />O <br />�j <br />IF��I <br />W <br />U1 <br />CW^ <br />I 2 <br />Ioc <br />cc <br />'o <br />w <br />I <br />r <br />L <br />DRAWN BY: FAE <br />VERSION: 5.0 <br />SHEET NAME <br />REFERENCE <br />CHARTS <br />SHEET # <br />S5.1 <br />J <br />