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LEGEND <br />0 8x8 FILLED CELL W/ (1) - #5 REBAR - <br />- - - <br />BEAMS <br />F8T71 8x8 FILLED CELL W/ (1) - #7 REBAR <br />HEADER - WIDTH TO MATCH WALL <br />GIRDERS <br />❑O 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 />12xl2 FILLED CELL W/ #4 REBAR <br />(IN WALL) <br />BALL® ON FRAMED <br />12X12 FILLED CELL W/ #4 REBAR <br />WALLSMIGHER BEARING WALLS <br />(IN COLUMN) <br />CONCRETE TIE BEAMS <br />v- 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 HOR'S TO BE (2) PLY U.N.O.) <br />(1/- BRACED WALL LINE <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 />EOUAL <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 />FUN <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 #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 />2020 FL- C & C Pressures (ASD) EASED UPON IGSQFT <br />AREA <br />Roof Pressures <br />Wall Pressures <br />Gable Roof Pressures <br />Hip Roof Pressures <br />Zone 1 <br />Zone 2 <br />Zone 3 <br />Zone 1 <br />Zone 2 <br />Zone 3 <br />Zone 4 <br />Zone 5 <br />19.1 -36.4 <br />N/A N/A <br />19.1 -47.3 <br />19.1 -34.2 <br />N/A N/A <br />19.1 -47.3 <br />25.7 -27.7 <br />25.7 -34.2 <br />Zone Ze <br />Zone 3e <br />Zone 2e <br />Zone 3e <br />38.2 1 -83.7 <br />19.1 -58.1 <br />19.1 -47.3 <br />N/A N/A <br />Zone 2n <br />Zone 3r <br />Zone 2n <br />Zone 3r <br />19.1 1 -58.1 19.1 -69.0 <br />Zone 2r <br />38.2 -105.4 <br />and Cladding Pressures (ASD) - 2020 FL <br />Positive <br />Width Height Effective Pressure <br />24.0 I 24.2 ( -26.4 <br />PRECAST LINTEL GRAVITY LOAD TABLE W.21 <br />LOADS LISTED HAVE BEEN CALCULATED OR COMP LED FROM APPROVED MANUFACTURERS' <br />CAST-CRETE LOTT'S CONCRETE. QUALITY PRECAST CO. <br />-)CLEAR <br />IN <br />TYPEA <br />8"LINTEL <br />Sr TYPE 8 <br />8"TYPE C <br />12' TYPES <br />12"TYPE[ <br />III TYPES- <br />14"TYPEC" <br />16" TYPES <br />16-TYPEC <br />20 TYPE 8 <br />20"TYPEC <br />24' TYPES <br />24"TYPEC <br />28. TYPE B <br />28"TYPEC <br />32' TYPE 3 <br />32'TYPE C <br />3669 <br />3715 <br />3280 <br />5163 <br />66C7 <br />8C54 <br />95C2 <br />1GC0.: <br />1. 1" <br />2231 <br />3D69 <br />46M <br />5206 <br />6113 <br />7547 <br />8974 <br />1D000 <br />10000 <br />3069 <br />3719 <br />328' <br />5163 <br />6CYC7 <br />BC54 <br />95C2 <br />:[FCC <br />Z2" <br />Z131 <br />3069 <br />4605 <br />5206 <br />6113 <br />7547 <br />8974 <br />1000D <br />10DOD <br />ra" <br />2561 <br />2751 <br />328C <br />382C <br />489C <br />5961 <br />7C34 <br />S;C7 <br />1783 <br />2561 1 <br />46M <br />5206 <br />6113 <br />7547 <br />8974 <br />1DOOD <br />1000D <br />1969 <br />2ll1 <br />299, <br />293. <br />3756 <br />4576 <br />5400 <br />6224 <br />T 2" <br />1343 <br />1969 <br />4375 <br />5206 1 <br />6113 <br />7019 <br />8672 <br />10000 <br />1DD00 <br />1349 <br />1438 <br />%flE4360 <br />256C <br />3 1 <br />3686 <br />4249 <br />T 4" <br />1217 <br />1349 <br />3090 <br />4567 <br />4766 <br />5817 <br />7074 <br />8203 <br />1349 <br />:438 <br />.71E. <br />2MC <br />3.32 <br />3686 <br />_ <br />4649 <br />t 0 <br />WN <br />1349 <br />309D <br />4567 <br />4766 <br />5817 <br />7 774 <br />9203 <br />1105 <br />;173 <br />i6CC <br />105:. <br />2549 <br />3CC9 <br />34M <br />T 6,. <br />86C <br />U05 <br />2622 <br />4242 <br />3942 <br />4889 <br />5817 <br />6662 <br />1177373E <br />3C3. <br />37C7 <br />4383SC6= <br />2" <br />710 <br />E;7 <br />2738 <br />5361 <br />8350 <br />9525 <br />759D <br />991 <br />17?9 <br />21G8 <br />22G5 <br />269E <br />319; <br />3685 <br />3 2" <br />570 <br />991 <br />1729 <br />2108 <br />2632 <br />3898 <br />5661 <br />4742 <br />5501 <br />699 <br />1iW <br />1.1-61626 <br />1554 <br />3486 <br />19-8 <br />3312 <br />ID- <br />488 <br />699 <br />1245 <br />1516 <br />2943 <br />2564 <br />3486 <br />2964 <br />3387 <br />699 <br />116C <br />NIA <br />1625 <br />2564 <br />3486 <br />2628 <br />33C1 <br />30 416 <br />r 2" 354 <br />010. 315 <br />0181. 292 <br />I'll- 277 <br />2'0" 255 <br />2' 8" 239 <br />3-1" N/A <br />4'0" N/A <br />6'D" N/A <br />B'0" N/A <br />CONNECTOR <br />QTr <br />TYPE <br />GRAVITY <br />UPLIFT (Ibs) go 1.6 <br />LATERAL <br />Ibs 1.0 <br />Ibs l.i <br />METAl6 <br />8 <br />0.148"x1-1/2" <br />-- <br />1450 <br />F1:3a0 <br />F2 : 770 <br />HETA16 <br />9 <br />0.148"x1-1/2" <br />- <br />1810 <br />F1. 340 <br />F2 770 <br />(2) META16 <br />30 <br />0.148"zl-1/2" <br />-- <br />1875 <br />F1 : 680 <br />F2: 770 <br />(2) META16 <br />14 <br />0.162"x3-3/2' <br />-- <br />1795 <br />Fl : 1285 <br />F2. 3DBC <br />(2) HETA16 <br />1 <br />30 <br />0.148"xl-1/2" <br />-- <br />1920 <br />F1 : 680 <br />F2: 770 <br />(2)HETA16 <br />III. 135C <br />2- 013- <br />12 <br />0.162"x3-1/2'. <br />-- <br />236S <br />F2 : 14M <br />8 <br />0. 148"zl-1 2" <br />G- <br />F1:120 <br />HSTM16 <br />4 <br />1/d"z GONG SCREW <br />- _ <br />1110 <br />F2, 90 <br />LGUM28-2 <br />6 <br />_ <br />8" A 4' TiTEN <br />..... _.._.. <br />82SO <br />2435 <br />I HU210.2 i I i 3500 1 law i <br />699 <br />1245 <br />N/A <br />1943 <br />2%4 <br />3486 <br />2964 <br />3387 <br />535 <br />290 <br />N/A <br />1247 <br />2093 <br />2777 <br />2163 <br />1536 <br />535 <br />1054 <br />N/A <br />1533 <br />2093 <br />2781 <br />2259 <br />2615 <br />567 <br />89C <br />Nia <br />:36E <br />;846 <br />2423 <br />3-27 <br />4C46 <br />567 <br />945 <br />N/A <br />1366 <br />1 1846 <br />1 2423 <br />3127 <br />4006 <br />525 <br />873 <br />WA <br />:254 <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 />471 <br />755 <br />N/A <br />:C75 <br />1428 <br />183E <br />2316 <br />2EE3 <br />471 <br />755 <br />N/A <br />1075 <br />1428 <br />1838 <br />2316 <br />2M <br />471 <br />755 <br />NIA <br />1071 <br />.428 <br />183E <br />2316 <br />2535 <br />471 <br />755 <br />N/A <br />1075 <br />1428 <br />1838 <br />2316 <br />2883 <br />424 <br />706 <br />N,'A <br />1002 <br />- <br />1697 <br />2127 <br />2278 <br />424 <br />706 <br />N/A <br />1002 <br />1328 <br />1697 <br />2127 <br />263D <br />N,AN420- <br />N'A <br />N!A <br />N/A <br />WA <br />N/A <br />N;A <br />N/A <br />N/A <br />121. <br />1421• <br />1779' <br />21W <br />2662' <br />N;A <br />WA <br />WA <br />N,'A <br />NIA <br />N'A <br />N;A <br />N/A <br />NIA <br />1160' <br />1331• <br />1660' <br />2032' <br />24591 <br />N/A <br />N,A <br />WA <br />N/A <br />NIA <br />NIA <br />N/A <br />NIA <br />N/A <br />952' <br />1117' <br />3379' <br />1671' <br />3997" <br />NIA <br />N/A <br />N/A <br />NIA <br />WA <br />N-A <br />N,'4 <br />N/A <br />NIA <br />750' <br />9w. <br />1177' <br />lair <br />1676' <br />NIA <br />N!A <br />N!A <br />WA <br />N/A <br />NiA <br />N/A <br />N!A <br />8 8 N/A N/A 340" N/A 598' 845' 1114- 134Y 1468' <br />2'8" N/A N/A WA N A %'A WA N/A N,'A N(A <br />N/A 25W WA 450' 650' '880 1090' 1 1220' <br />3" W/2' RECESS U-LINTELS <br />Rebar; Type 8 = Conti n wus Grout. Steel per Plan in Bond Beam Only; Type C=Contlnous Grout.Steel per plan in Bond <br />MSTAM24 <br />S <br />v4" X 2 1 4" <br />1.425 <br />-- <br />MSTAM16 <br />13 <br />0.246"X 3" <br />4" x 2 314- <br />1A70 <br />-- <br />Q) MSTAM36 <br />26 <br />0.148" X 3" <br />3740 <br />6 <br />4"X2 4" <br />10 <br />S 4'k2-1 4" CONIC SCREW <br />MSTCM40 <br />14 <br />0.148"x3-3 4" <br />28DO <br />MGT <br />22 <br />0-348'k3" <br />-- <br />3965 <br />F1:775 <br />1 <br />S "ATR <br />FZ: 525 <br />16 <br />0.148'k3" <br />1NGT-3 <br />2 <br />1 3 d' ATR <br />-_ <br />10.790 <br />-- <br />VGTR or L <br />1 <br />16 <br />5/8- ATR <br />1 4'k3" SDS <br />_ <br />222S <br />F1 .650 <br />F2: 630 <br />VGTR/L <br />2 <br />3 <br />5 'ATR <br />1 4"x3" S <br />_ <br />5545 <br />F1:650 <br />F2.630 <br />VGT <br />1 <br />16 <br />"ATR <br />14'k "SDS <br />4940 <br />F1: 1185 <br />F2: 590 <br />2 <br />5 "ATR <br />718S-2PNy B890- <br />FS:1185 <br />12)VGT <br />32 <br />4"z3" $05 <br />3olv <br />F2: 590 <br />1 <br />1/2" ATR <br />1825-20 min <br />VrT22 <br />8 <br />14"x3"SDS <br />214 22r4 min <br />-- <br />N(T4 <br />1 <br />5 "ATR <br />'- <br />3630 <br />-- <br />18 <br />0-148"z3.1 2" <br />1 <br />5 "ATR <br />HTTS <br />26 <br />0.141 <br />4670 <br />HTTSxT <br />1 <br />26 <br />S 8"ATR <br />SO 8100-12" <br />-- <br />5445 <br />-- <br />1 <br />5 - ATR <br />ABUM2 <br />12 <br />0162"1,3-12" <br />7570 <br />1900 <br />-- <br />/8- <br />AEU66Z <br />12 <br />ATR <br />03 <br />18205 <br />2475 <br />-- <br />F1.310 <br />H2. SA <br />10 <br />0.131"x2-1/2" <br />-- <br />565 <br />11 110 <br />F1:56S <br />HiDA <br />18 <br />0.148"x1-1/2" <br />.. <br />1340 <br />F2.285 <br />Fl : 610 <br />H10A-2 <br />18 <br />0.141" <br />-- <br />1080 <br />HUC48 <br />14 <br />1/4'k2-3/4"CONC SCREW <br />3500 <br />113S <br />f:�]� <br />-- <br />ORO Fieldstone <br />�pnnil I IH''/., <br />.�`� <br />C.O.A.# ARCHITECURE: <br />`� '' N <br />AA26002802 <br />C.O.E.# ENGINEERING: <br />No. 860 =_ <br />29349 <br />O IBRAHEM ELAYEB, PE <br />P.E.# 91476 <br />■ BENJAMIN NIESE PE <br />% O E OF <br />P.E.# 86025 <br />�i�� '°��ORIDP •'' ��� <br />05/17/2024 <br />DATE <br />III <br />=8fi.25u �s- <br />Soa� 3fa' <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 />r <br />IL J <br />DRAWN BY: I FAE <br />VERSION: 5.0 <br />SHEET NAME <br />REFERENCE <br />CHARTS <br />SHEET # <br />S5.1 <br />J <br />