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I <br />It <br />LEGEND <br />0 8x8 FILLED CELL W/ (1) - #5 REBAR - <br />- - - - <br />BEAMS <br />FMTTI 8x8 FILLED CELL W/ (1) - #7 REBAR <br />HEADER - WIDTH TO MATCH WALL <br />----- -- <br />GIRDERS <br />❑O Bx8 FILLED CELL W/ NO REBAR REDD <br />PLUMBING WALLS (FOR REFERENCE) <br />BEARING/SHEAR WALLS (FOR REFERENCE) <br />45' CMU - FILL CELLS W/ #5 REBAR <br />® <br />ROOF BLOCKING <br />12x12 FILLED CELL W/ #4 REBAR <br />❑� (IN WALL) <br />BALL® FRAMED <br />FILLED CELL W/ #4 REBAR <br />WALLSMrIGHER BEARING WALLS <br />C12x12 <br />(IN COLUMN) <br />CONCRETE TIE BEAMS <br />ELEV ELEVATION INDICATOR <br />® <br />PLUMBING PENETRATION FOR <br />AMIKID DETAIL INDICATOR <br />FRAMING LAYOUT <br />HOR SIZE LINTEL OR WOOD HDR DESIGNATION <br />OPEN S12E (ALL WOOD HDR'S TO BE (2) PLY U.N.O.) <br />l I 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 />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 />MASONRYOPENING <br />BLKG <br />BLOCKING <br />IXP <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 />REINFORCING/REINFORCEMENT <br />CJ <br />CONTROLJOINT <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 />HO <br />HOLD DOWN <br />SP <br />SOUTHERN PINE #2 OR BETTER <br />DBL <br />DOUBLE <br />HDR <br />HEADER <br />SPF <br />SPRUCE FIR 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 />2020 FL - C & C Pressures (ASO) BASED UPON 10 SOFT 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 />21.1 1 -40.2 <br />N/A I N/A <br />21.1 1 -52.2 <br />21.1 -37.8 <br />N/A I N/A <br />21.1 1 -52.2 <br />28.3 1 -30.6 <br />28.3 -37.8 <br />Zone 2e <br />Zone 3e <br />Zone 2e <br />Zone 3e <br />42.2 -92.4 <br />21.1 1 -64.1 <br />21.1 -52.2 <br />N/A 7 N/A <br />Zone 2n <br />Zone 3r <br />Zone 2n <br />Zone 3r <br />d Gadding Pressures (ASO) - 2020 FL <br />Posid <br />Width Height Effective Pressure <br />FASTENERS <br />ALLOWABLE LOADS <br />CONNECTOR <br />OTY <br />TYPE <br />GRAVITY <br />ilb 1.0 <br />UPLIFT (Ibi) 1.6 <br />LATERAL <br />(lb,) 1.6 <br />META16 <br />8 <br />0 iw a-1/2" <br />-- <br />145D <br />F1 : 34D <br />F2 : 77D <br />HETA16 <br />9 <br />0.148"xl-3/2" <br />- <br />2830 <br />F1:340 <br />F2: 770 <br />(2)META16 <br />I -Div <br />10 <br />0.148'e1-1/2" <br />-- <br />1875 <br />F1:680 <br />F2 770 <br />(2) META16 <br />14 <br />0.162"0.1/2" <br />_. <br />179S <br />F1 . 1285 <br />F2: 1080 <br />(2) HETA16 <br />1- <br />10 <br />0.148"x1-1/2" <br />-- <br />1920 <br />F3:680 <br />F2: 770 <br />(2) HETA16 <br />2- or 3-ply <br />12 <br />0.162"x3-1/2" <br />-- <br />2365 <br />F1: 1350 <br />F2 .1430 <br />HSTM16 <br />8 <br />0.148'x1-1 2" <br />1110 <br />F3: 120 <br />F2: 9D <br />4 <br />3 4'X1-3 4" CONC SCREW <br />LGUM28.2 <br />6 <br />3'. x 4' TITEN HO <br />8250 <br />2435 <br />6 <br />1 4"x 2 3 2' SOS SCRE W <br />MSTC28 <br />16 <br />0.148"x314" <br />3460 <br />MTS12 <br />14 <br />0. 1481x1-1 " <br />990 <br />2 MTS12 <br />28 <br />0. 148"X1-12" <br />1980 <br />MTS1, <br />14 <br />0.148"x1-12" <br />990 <br />HU210-2 <br />18 <br />1 4" x 2 3 2!3C SCREW <br />3500 <br />IBM <br />20 <br />0.148" x 3" <br />HTS16 <br />32 <br />0.148"91-1 <br />2,890 <br />2 HTS16 <br />16 <br />0.148"x1-1 2' <br />1310 <br />HTS20 <br />24 <br />OA48"xl-1 2" <br />1310 <br />LSTA12 <br />30 <br />0.148"x2-12" <br />925 <br />LSTA18 <br />14 <br />0.148"X2-1 2• <br />1235 <br />LSTA30 <br />22 <br />0.148"X2-1/2" <br />1640 <br />MSTA24 <br />IS <br />0.148" X 2 1 2" <br />1640 <br />2) MSTA24 <br />36 <br />0.148" X 21 2" <br />3,280 <br />MSTA36 <br />26 <br />1 0.148" X 2 1 1' <br />2,050 <br />2 MSTA36 <br />52 <br />0.148" X 2 2" <br />4,100 <br />MSTA30 <br />22 <br />0.148'1t2.1 " <br />105o <br />MSTC28 <br />36 <br />0348"x 314' <br />3,460 <br />MSTC52 <br />62 <br />0.148"x3.1 4' <br />473S <br />MSTAM24 <br />0. <br />1.425 <br />-- <br />5 <br />XI/Ir2X 4" <br />MSTAM36 <br />13 <br />0.148"X 3• <br />- <br />1.870 <br />-- <br />8 <br />4"X214" <br />(2) MSTAM36 <br />M <br />16 <br />O. 14r X 3- <br />14"X214' <br />3740 <br />MSTCM40 <br />10 <br />14'Y2-14"CONC SCREW <br />_ <br />2800 <br />la <br />0. 148'k3-1 4" <br />MGT <br />22 <br />0.148"x3" <br />-- <br />3965 <br />F1:775 <br />F2:525 <br />I <br />5 "ATR <br />HGT-3 <br />16 <br />0.148'x3" <br />_- <br />10,790 <br />-- <br />2 <br />3 4" ATR <br />VGTRorL <br />1 <br />5/8- ATR <br />_ <br />222S <br />F1.650 <br />F2: 630 <br />16 <br />1/4-.3-SOS <br />VGrR/L <br />2 <br />8" <br />_ <br />5545 <br />0 <br />112 <br />3. <br />32 <br />1XATR <br />VGT <br />1 <br />5 "ATR <br />_ <br />494D <br />Fl!1295 <br />F2: 590 <br />16 <br />1 4"x3" SDS <br />(2) VGT <br />2 <br />5/8-ATR <br />7185.2pty 8890 <br />3.1v <br />F1: 1185 <br />F2: 590 <br />32 <br />1 4`X3" SOS <br />DTT2Z <br />1 <br />8 <br />1/2"ATR <br />14"a3"SOS <br />1825-2x4min <br />2145 22x4min <br />_- <br />HTTA <br />I <br />5 "ATR <br />-- <br />3610 <br />-- <br />la <br />0.148"x3-1 2" <br />NTTS <br />1 <br />5/8- ATR <br />-- <br />4670 <br />-- <br />26 <br />0.148"x3" <br />HTTSKT <br />1 <br />5 'AIR <br />_. <br />5445 <br />_- <br />26 <br />SD 410x2.12" <br />ABU442 <br />I <br />" 5 ATR <br />7570 <br />1900 <br />-- <br />12 <br />0.162"x3-1 2" <br />ABU66Z <br />1 <br />5 ATR <br />18205 <br />2475 <br />-- <br />12 <br />0.162"H-12" <br />H2.SA <br />ID <br />0.131'x2-1/2" <br />-- <br />565 <br />F1:130 <br />F2: 110 <br />H10A <br />28 <br />0.148"xl-1/2" <br />-. <br />1340 <br />F1 565 <br />F2 : 285 <br />H10A-2 <br />28 <br />0.148"a-1/2" <br />-- <br />1080 <br />Fl : 680 <br />F2. 260 <br />HUC48 <br />14 <br />1/4'k2-3µ"GONG SCREW <br />3500 <br />1135 <br />-- <br />6 <br />0.148"x3" <br />HUC4i4 <br />24 <br />1/4"X2-3/4'CONC SCREW <br />SOBS <br />2015 <br />-- <br />12 <br />0.148'S13" <br />LU526 <br />4 <br />0.148'x3' <br />865 <br />1165 <br />SPH4 <br />12 <br />0.148"x1-1/2' <br />_. <br />Side: 640 <br />Center: 1280 <br />_. <br />DTC clips <br />4 <br />3/16"x2-3/4" CONC SCREW <br />F1 : 85 <br />F2:135 <br />2 <br />0.131"x2-1/2" <br />A3S <br />12 <br />0-131"x1.1/2" <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 />1 <br />SDWC15450 <br />-- <br />295 <br />F2: ISO <br />HTU26 <br />20 <br />D.162"x3-1/2" <br />3200 <br />1250 <br />-- <br />14 <br />0.148x3" <br />LGU3.63-SDS <br />16 <br />3 4" X2 2" <br />6,720 <br />5.555 <br />_ <br />-- <br />12 <br />4"X212" <br />HDUS-SDS2.5 <br />1 <br />7/8- ATR <br />-- <br />7.870 <br />-- <br />2D <br />34"X 232"SOS <br />HDU11-SDS2.5 <br />1 <br />1" ATR-- <br />30 <br />4-X212"SOS <br />THD26 <br />20 <br />0.162" x 3" <br />2940 <br />3240 <br />-- <br />2D <br />0. 148" x 1 2" <br />THD28-2 <br />28 <br />0.161" x 3" <br />4310 <br />4860 <br />-- <br />16 <br />PRECAST LINTEL GRAVITY LOAD TABLE Y4.21 <br />LOADS USTED HAVE BEEN CALCULATED OR COMPILED FROMAPPROVED MANUFACTURERS: <br />CAST-CRETE, LOTT'S CONCRETE, OUAUTY PRECASTCO. <br />MAXIMUMLOAD (PLF) <br />APPROX. <br />LWTELLENGTH <br />MAX.CLEAR <br />OPENING <br />TYPEA <br />8"UNTEL <br />8"TYPES <br />B"TYPE C <br />12"TYPEB <br />12"TYPEC <br />14'TYPEB" <br />14"TYPEC' <br />I6'TYPEB <br />WTYPEC <br />20"TYPEB <br />20"TYPEC <br />24"TYPEB <br />24"TYPEC <br />28"TYPEB <br />28"TYPEC <br />32•TYPEB <br />32•TWEC <br />Z 3(" <br />1'6" <br />2231 <br />3069 <br />3719 <br />3280 <br />5163 <br />6607 <br />SC54 <br />95G2 <br />100DO <br />3069 <br />4605 <br />520E <br />6113 <br />7547 <br />8974 <br />WOOD <br />10000 <br />3' 6" <br />7 2" <br />2233 <br />3C69 <br />3719 <br />3280 <br />5163 <br />66C7 <br />8054 <br />9502 <br />100D0 <br />3059 <br />4505 <br />520E <br />6113 <br />7547 <br />8974 <br />w= <br />loam <br />4' 0" <br />Z 8" <br />1793 <br />2561 <br />2751 <br />3280 <br />3820 <br />4890 <br />5961 <br />71334 <br />8107 <br />2561 <br />4605 <br />520E <br />6113 <br />7547 <br />8974 <br />10M <br />loom <br />4'6" <br />3 2" <br />1343R1349 <br />2110 <br />2992 <br />3756 <br />4576 <br />5400 <br />6224 <br />4375 <br />520E <br />7019 <br />8672 <br />1000D <br />10000 <br />C 8" <br />3' 4" <br />U17 <br />1438 <br />1716 <br />2560 <br />3132 <br />3686 <br />4249 <br />3D90 <br />4567 <br />ji2l <br />4766 <br />5817 <br />7074 <br />8203 <br />5'4"4'0' <br />300E <br />1438 <br />171E <br />2560 <br />3132 <br />3686 <br />4649 <br />3090 <br />4567 <br />4766 <br />5017 <br />7074 <br />8203 <br />5'IT <br />4'6" <br />850 <br />1173 <br />1600 <br />2090 <br />2549 <br />3CC9 <br />3470 <br />2522 <br />4242 <br />360 <br />3942 <br />1 4889 <br />5817 <br />6662 <br />5.6" <br />S 2" <br />710 <br />1232 <br />2"77 <br />3738 <br />3480 <br />3C31 <br />37C7 <br />4383 <br />5C61 <br />1232 <br />2177 <br />2738 <br />3480 <br />5381 <br />9360 <br />8625 <br />7590 <br />7 6" <br />6121, <br />5M <br />99I <br />1729 <br />2108 <br />2632 <br />2205 <br />2698 <br />319I <br />3685 <br />991 <br />1229 <br />2100 <br />2632 <br />3898 <br />5561 <br />4742 <br />55M <br />8'6" <br />70" <br />488 <br />f139 <br />116C <br />15:6 <br />1E26 <br />2564 <br />3686 <br />2818 <br />33C2 <br />699 <br />1245 <br />1516 <br />1843 <br />2564 <br />3486 <br />29" <br />3387 <br />9'4" <br />6 D" <br />416 <br />699 <br />116C <br />N!A <br />1625 <br />2564 <br />3486 <br />2818 <br />3302 <br />699 <br />1245 <br />N/A <br />1843 <br />2564 <br />3486 <br />2964 <br />3387 <br />1VT <br />42• <br />354 <br />535 <br />890 <br />1 N/A <br />1247 <br />2093 <br />2777 <br />2163 <br />_ <br />2536 <br />535 <br />1054 <br />N/A <br />1533 <br />2093 <br />1 2791 <br />2259 <br />1 2615 <br />11'4" <br />100' <br />315 <br />567 <br />890 <br />N/A <br />1366 <br />_945 <br />1 2423 <br />3127 <br />4C06 <br />567 <br />945 <br />N/A <br />1366 <br />1846 <br />2423 <br />3127 <br />4006 <br />12'0' <br />10 8" <br />292 <br />525 <br />873 <br />N/A <br />1254 <br />1684 <br />2I93 <br />2805 <br />3552 <br />525 <br />873 <br />N/A <br />1254 <br />1684 <br />2193 <br />2005 <br />3552 <br />12' T <br />Ir 2" <br />277 <br />471 <br />755 <br />WA <br />1075 <br />1428 <br />1838 <br />2316 <br />2883 <br />471 <br />755 <br />N/A <br />Ims <br />1428 <br />1838 <br />2316 <br />2883 <br />13'r <br />120" <br />255 <br />471 <br />755 <br />N/A <br />1075 <br />1428 <br />1838 <br />2316 <br />2535 <br />471 <br />755 <br />1 N/A <br />1075 <br />1428 <br />1938 <br />2316 <br />28M <br />14'T <br />178" <br />239 <br />424 <br />7C6 <br />1 N/A <br />1002 <br />132E <br />:697 <br />1 2127 <br />2278 <br />424 <br />706 <br />N/A <br />1002 <br />1328 <br />1697 <br />2127 <br />2630 <br />131, " <br />IXiA <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />WA <br />N/A <br />N/A <br />N/A <br />7834 <br />N/A <br />1234' <br />1421' <br />1779' <br />2188' <br />2662- <br />15'4" <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 />WA <br />710- <br />N/A <br />1160' <br />1331' <br />1660' <br />2032' <br />2459' <br />17'4" <br />16 U" <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 />568' <br />N/A <br />952' <br />3317- <br />1379' <br />1671- <br />1997' <br />19,r <br />180" <br />N/A <br />NIA <br />WA <br />N/A <br />N/A <br />N/A <br />N%A <br />N/A <br />N/A <br />WA <br />420- <br />N/A <br />750- <br />960' <br />n77' <br />1415" <br />1676' <br />2V(r <br />168" <br />N/A <br />N/A <br />NA <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 />598' <br />845' <br />1114' <br />1345' <br />1468' <br />24,T <br />2Z 8' <br />N/A <br />NIA <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />NIA <br />A <br />250' <br />N/A <br />450' <br />650' <br />'B!� <br />1090' <br />1220' <br />'PRESTRESSED --r W/2" RECESS UL,.NTELS <br />Type A= Unfilled no Reber; Type 6= Continuous Grout, Steel per Plan in Bond Seam Only; Type C = CGrarous Gmut.5teel per plan in Bond <br />Beam & Untel <br />O0O Fieldstone <br />C.O.A.# ARCHITECURE: <br />AA26002802 <br />C.O.E.# ENGINEERING: G <br />29349 <br />0 IBRAHEM ELAYEB, PE <br />P.E.# 91476 <br />■ BENJAMIN NIESE, PE <br />P.E.# 86025 <br />02/12/2024 <br />��i. sF � <br />No <br />�Q STATE OF 4((/Ar` <br />/Sis�ONAL �?� <br />111111 <br />��"�lbahso==`sre� <br />>�bcw•B oo�a9Ss <br />6 o$�swa_ <br />s g <br />SPiz <br />i=.:�3�a6�66�6. <br />8�`a 26a <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 />C) <br />O <br />a <br />J <br />Y <br />W Z C0 <br />4 <br />0 <br />J Q <br />2 <br />Z <br />> <br />Jcc <br />La <br />� LL <br />O <br />LU <br />U)LO <br />U <br />cc <br />L L <br />Lr1 a <br />LU <br />o <br />W <br />r <br />n N <br />O <br />L.L <br />F- <br />L <br />DRAWN BY: I FAE <br />VERSION: 5.0 <br />SHEET NAME <br />REFERENCE <br />CHARTS <br />SHEET # <br />S5.1_ <br />