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LEGEND <br />0 <br />BX8 FILLED CELL W/ (1) - #5 REBAR <br />■ T <br />Bx8 FILLED CELL W/ (1) #7 REBAR <br />❑O <br />8.8 FILLED CELL W/ NO REBAR REOD <br />45' CMU - FILL CELLS W/ #5 REBAR <br />12X12 FILLED CELL W/ #4 REBAR <br />IN WALL) <br />12X12 FILLED CELL W/ #4 REBAR <br />(IN COLUMN) <br />l E ELEVATION INDICATOR <br />- - - - <br />BEAMS <br />HEADER - WIDTH TO MATCH WALL <br />------- <br />GIRDERS <br />------------- <br />PLUMBING WALLS (FOR REFERENCE) <br />------------- <br />BEARING/SHEAR WALLS (FOR REFERENCE) <br />® <br />ROOF BLOCKING <br />® <br />BALLOON FRAMED <br />WALLSMIGHER BEARING WALLS <br />.'. <br />CONCRETE TIE BEAMS <br />■ <br />PLUMBING PENETRATION FOR <br />FRAMING LAYOUT <br />DETAIL INDICATOR <br />HDR SIZE LINTEL OR WOOD HDR DESIGNATION <br />OPEN SIZE (ALL WOOD HOR'S TO BE (2) PLY U.N.O.) <br />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 />�MF9 <br />JOIST <br />ALT <br />ALTERNATE <br />EMBED <br />EMBEDMENT <br />MAX <br />MAXIMUM <br />APPROX <br />APPROXIMATE <br />EN <br />EDGE NAILING <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 />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 />BRIG <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 />FUR <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 />REDD <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 />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 />OBL <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 />LINO <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 I <br />Zone 2 <br />Zone 3 <br />1 Zone 1 <br />I Zone 2 <br />Zone 3 <br />Zone 4 <br />Zone 5 <br />21.2 -40.5 <br />N/A N/A <br />22.2 -52.6 <br />21.2 -38.0 <br />N/A N/A <br />21_ -516 <br />28.5 1 -30.8 <br />2&5 1 -38.0 <br />Zone 2! I Zone 3e <br />42.5 -93.0 21.2 1 -64.5 <br />Zone 2n Zone 3r <br />21.2 1 -64.5 21.2 -76.6 <br />Zone 2r <br />A75 I -r171 <br />Components and Cladding Pressures (ASD) - Z020 FL <br />Positive Namedve <br />Width Height Effective Pressure Pressure <br />DeKdodon Zone a Ll ArealftA JpA lREfl <br />160700HGD <br />16 <br />1 7 <br />112 1 <br />24.2 <br />-26.9 <br />3080 DOOR <br />4 <br />3 <br />8 <br />24.0 <br />1 2&9 <br />-29.3 <br />IN34SH <br />4 <br />2.34 <br />434 <br />I0.2 <br />2&S <br />-3&9 <br />25SH <br />4 <br />3 <br />S.25 <br />15.8 <br />27.7 <br />-30.1 <br />28M DOOR <br />4 <br />L67 <br />&67 <br />17.8 <br />77.4 <br />-29.8 <br />30505H(2) <br />4 <br />6 <br />5 <br />311.0 <br />26.6 <br />-210 <br />2010FIXED <br />4 <br />2 <br />4 <br />&0 <br />2111.5 <br />-30.8 <br />3050SH <br />4 <br />3 <br />5 <br />110 <br />77.8 <br />-30.2 <br />305MH <br />ENDS <br />3 <br />5 <br />15.0 <br />27.8 <br />-3&8 <br />2DWSH <br />4 <br />2 <br />4 <br />&0 <br />78.5 <br />-30.8 <br />3068w/3010TR <br />4 <br />3 <br />8 <br />24.0 <br />1 26.9 <br />-29.3 <br />6066SG0 <br />4 <br />1 6 <br />1 &67 <br />1 400 <br />1 2&1 <br />1 -2111.4 <br />zone 2e I zone 3e <br />21.2 -52.6 N/A I N/A <br />Zone Zn Zone 3r <br />N/A N/A N{A N/A <br />Zone 2r <br />21.2 -52.6 <br />©R <br />"r��©� <br />PRECAST LINTEL GRAVITY LOAD TABLE 4.21 <br />LOADS LISTED HAVE BEEN CALCULATED OR COMPILED FROM APPROVED MANUFACTURERS: <br />CAST-CRETE, IOTrS CONCRETE, QUAUTY PRECAST CO. <br />MAXIMUM LOAD IPLF) <br />OP tNG <br />TYPEA <br />!'LINTELB"TYPEC <br />8' TYPE B <br />12"TYPEB <br />1rTYPEC <br />ICTYPEB•' <br />IrTYPEC•I6"TYPEC <br />16'TYPEB <br />20' TYPEB <br />20"TYPEC <br />24"TYPEB <br />24'TYPEC <br />28"TYPEB <br />28-TVPEC <br />3Z'TYPEB <br />37'IYPEC <br />1'6" <br />2231 <br />3069 <br />3719 <br />3180 <br />5163 <br />6607 <br />8054 <br />9502 <br />IOCCO <br />3069 <br />4805 <br />5206 <br />6113 <br />7547 <br />8974 <br />woao <br />300DO <br />Z2' <br />2231 <br />3069 <br />3719 <br />328D <br />5163 <br />6607 <br />8054 <br />9502 <br />IOWC <br />3069 <br />4605 <br />5206 <br />6113 <br />7547 <br />8974 <br />I0000 <br />SOODO <br />JAPPROX,MAX,CLEAR <br />Z 8" <br />1783 <br />2561 <br />2751 <br />329D <br />3820 <br />4890 <br />5961 <br />7C34 <br />81C7 <br />2561 <br />46M <br />5206 <br />6113 <br />7547 <br />8974 <br />w= <br />1DODO <br />3 r <br />1343 <br />1969 <br />2110 <br />2992 <br />2931 <br />3756 <br />4576 <br />54M <br />6224 <br />1969 <br />4375 <br />52M <br />6113 <br />7D79 <br />8672 <br />MW <br />10W0 <br />Vr <br />1217 <br />1349 <br />14381716 <br />1999 <br />2560 <br />3132 <br />3686 <br />4249 <br />1349 <br />3o90 <br />45M <br />5365 <br />4766 <br />5617 <br />7074 <br />am <br />f 0" <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 />Sell <br />7074 <br />82M <br />4'6" <br />g50 <br />1105 <br />1173 <br />16m <br />1631 <br />2090 <br />2549 <br />3009 <br />3470 <br />IIOS <br />2622 <br />4242 <br />4350 <br />3942 <br />4889 <br />5817 <br />6662 <br />616" <br />5 r <br />710 <br />2177 <br />3738 <br />3480 <br />3C31 <br />37C7 <br />4383 <br />5061 <br />112 <br />1.2 <br />Z177 <br />2738 <br />34W <br />5391 <br />8360 <br />$625 <br />7590 <br />7'6" <br />6 2" <br />570 <br />991 <br />1729 <br />2108 <br />2632 <br />2205 <br />1 2698E2964 <br />3685 <br />991 <br />1729 <br />21m <br />2632 <br />3898 <br />%61 <br />55M <br />8' 4" <br />T 0" <br />488 <br />699 <br />1160 <br />1536 <br />1626 <br />2564 <br />3486 <br />3302 <br />®9 <br />1245 <br />1516 <br />1843 <br />2564 <br />3496 <br />3387 <br />9.4" <br />80" <br />416 <br />699 <br />1160 <br />N/A <br />1625 <br />2564 <br />3486 <br />3302 <br />899 <br />2245 <br />N/A <br />1843 <br />2564 <br />3486 <br />3387 <br />]0'tT <br />92" <br />35d <br />$35 <br />990 <br />N/A <br />1247 <br />2093 <br />2777 <br />2536 <br />535 <br />IOU <br />N/A <br />1533 <br />2093 <br />2781 <br />2615 <br />11'4" <br />10 D' <br />315 <br />567 <br />890 <br />N/A <br />1356 <br />1846 <br />2i23 <br />3127 <br />4C06 <br />567 <br />945 <br />N/A <br />1 1366 <br />1846 <br />2423 <br />3127 <br />4006 <br />12'O' <br />1018, <br />292 <br />525 <br />873 <br />N/A <br />1 1254 <br />1684 <br />2,93 <br />1 2805 <br />3552 <br />525 <br />873 <br />N/A <br />1254 <br />1 1684 <br />2193 <br />2805 <br />3552 <br />12'tT <br />31'Y <br />277 <br />471 <br />755 <br />N/A <br />1075 <br />1d28 <br />1838 <br />2316 <br />2883 <br />471 <br />755 <br />N A <br />1075 <br />1429 <br />U38 <br />2316 <br />28M <br />13'r <br />Iry <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 />2326 <br />29M <br />24,w <br />1Zr <br />239 <br />424 <br />706 <br />N/A <br />1002 <br />326 <br />1697 <br />2127 <br />2278 <br />424 <br />1 706 <br />N/A <br />1OD2 <br />1328 <br />1697 <br />2127 <br />263D <br />lwr <br />181" <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 />783• <br />N/A <br />1 1234• <br />1421` <br />1 1779' <br />21W <br />2662' <br />15'r <br />14'0• <br />N/A <br />N/A <br />N/AEN/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />710'1160• <br />1331• <br />1660- <br />2D3r <br />2459• <br />17 r <br />ISO, <br />N/A <br />N/A <br />N/A <br />NIA <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />Sao952• <br />1117' <br />1379• <br />1671' <br />1"71 <br />LYr <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/4 <br />N/A <br />am. <br />150• <br />960• <br />U77• <br />1415• <br />1676• <br />20'0' <br />188" <br />N/4 <br />N/A <br />WA <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />340• <br />59B• <br />8l5• <br />1314• <br />1345• <br />I4e• <br />24'O' <br />278 <br />N/A <br />N,A <br />N;A <br />N/A <br />11L <br />N/4 <br />N/A <br />N/4 <br />A <br />250• <br />1 N/A <br />1 450• <br />BO• <br />"880 <br />W%r <br />122D' <br />'PRESTRESSED "W W/2" RECESS LLUNTELS <br />Type A =Unfilled no Reba; Type 8= Continuous Grout, Steel per Plan In Bond Beam Only; Type C = Contlnous Grout,Steel per plan In Bond <br />Beam & Untel <br />ORO 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 />I■ BENJAMIN NIESE, PE <br />P.E.# 86025 <br />02/06/2024 <br />DATE <br />`\4 <br />Q STATE OF <br />>�■e■�yyt9gaa;asss <br />H� §$0358.1`h§aL <br />8 'E <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 />N <br />O <br />OZ <br />LO <br />_O <br />Z Cl) <br />/IS <br />~ <br />Lu <br />J Q <br />W <br />Z <br />Z <br />Lu <br />w <br />J� <br />p0 <br />J <br />� <br />J <br />U <br />U <br />U_ <br />Er <br />¢�¢ <br />o <br />cc <br />c7 <br />o <br />2 <br />0 <br />s^.1 <br />CN <br />CO <br />01 <br />F- <br />L <br />DRAWN BY: I FAE <br />VERSION: 5.0 <br />SHEET NAME <br />REFERENCE <br />CHARTS <br />SHEET # <br />Lb <br />