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LEGEND <br />8X8 FILLED CELL W/ (1) - #5 REBAR - <br />- - - - - - <br />BEAMS <br />FOTI-1 8x8 FILLED CELL W/ (1) - #7 REBAR <br />HEADER - WIDTH TO MATCH WALL <br />OD 8x8 FILLED CELL W/ NO REBAR REDD _____________ <br />GIRDERS <br />PLUMBING WALLS (FOR REFERENCE) <br />45° CMU - FILL CELLS W/ #5 REBAR ------------- <br />® <br />BEARING/SHEAR WALLS (FOR REFERENCE) <br />ROOF BLOCKING <br />12x� <br />® (l2 FILLED CELL W/ #4 REBAR <br />I <br />® <br />FRAMED <br />1202 FILLED ON COLUMN) CELL W/ #4 REBAR <br />❑� <br />WALLS/HIGHER BEARING WALLS <br />CONCRETE TIE BEAMS <br />ELEY ELEVATION INDICATOR <br />DETAIL INDICATOR <br />Q <br />® <br />PLUMBING PENETRATION FOR <br />FRAMING LAYOUT <br />HDR SIB LINTEL OR WOOD HEIR DESIGNATION <br />OPEN SIZE (ALL WOOD HDR'S TO BE (2) PLY U.N.O.) <br />(I)-- BRACED WALL LINE <br />ABBREVIATIONS: <br />AS <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 />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 />SOT <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 />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 />REINFORCINGIREINFORCEMENIT <br />CJ <br />CONTROL JOINT <br />GALV <br />GALVANIZED <br />REDD <br />REQUIRED <br />CUR <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 />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 />UNO <br />UNLESS NOTED OTHERWISE <br />Zone 1 <br />140 WINDSPEED CHARTS <br />2020 FL - C & C Pressures (ASD) BASED UPON Iola <br />Roof Pressures <br />Gable Roof Pressures I HID Roof Pressures <br />Zone 2e I Zone 3e I I Zone 2e I Zone 3e <br />Components and Cladding Pressures (ASO) - 2020 FL <br />Positive <br />Width Height Effective Pressure Pressure <br />Desalodon Zone (ffti Ll Arealft2l ipffi IRM <br />160700HGD <br />-- <br />16 <br />7 <br />112 <br />24.0 <br />-26.8 <br />80700HGD <br />--- <br />8 <br />8 <br />64 <br />24.0 <br />•26.8 <br />3080 DOOR <br />4 <br />3 <br />8 <br />24.0 <br />26.8 <br />-29.1 <br />3068 w/3010 TR <br />4 <br />3 <br />8 <br />24.0 <br />26.8 <br />.29.1 <br />255H <br />4 <br />3 <br />5.25 <br />15.8 <br />27.5 <br />-29.9 <br />25SH <br />ENDS <br />3 <br />5.25 <br />15.8 <br />27.5 <br />-36.3 <br />345H <br />4 <br />4.5 <br />4.25 <br />19.1 <br />27.1 <br />-29.5 <br />2669 DOOR <br />4 <br />2.5 <br />6.67 <br />16.7 <br />27.4 <br />-29.8 <br />6068DOOR <br />4 <br />6 <br />&67 <br />40.0 <br />25.9 <br />-2&2 <br />60685GD <br />4 <br />6 <br />6.67 <br />40.0 <br />25.9 <br />-28.2 <br />305MH <br />4 <br />3 <br />s <br />ss.0 <br />27.6 <br />•30.0 <br />305OSH <br />ENDS <br />3 <br />s <br />1s.0 <br />27.6 <br />-35.5 <br />24405H <br />4 <br />2.33 <br />1 4 <br />9.3 <br />2&3 <br />-30.6 <br />Wall Pressures <br />FASTENERS <br />ALLOWABLE LOADS <br />CONNECTOR <br />QTY <br />TYPE <br />GRAVITY <br />1.0 <br />UPLIFT (Ibt)g/1.6 <br />LATERAL <br />PH 1.6 <br />META16 <br />8 <br />0.148"X3-1/2' <br />-- <br />1450 <br />F1: 340 <br />F2 : 770 <br />HETA16 <br />9 <br />0.148'xl-1/2' <br />- <br />1910 <br />F1: 340 <br />F2:770 <br />(2) METAl6 <br />1 <br />30 <br />0.148'xl-1/2" <br />-- <br />1875 <br />Fl . 680 <br />F2: 770 <br />121 META16 <br />14 <br />0.162'x3-I/2' <br />-- <br />1795 <br />F1 1285 <br />F2: 1280 <br />(2) HETA16 <br />1- <br />10 <br />0.141 l-1/2• <br />-- <br />3920 <br />F2: 680 <br />12 : 770 <br />(2) HETA16 <br />2- or 3- <br />12 <br />0.162"x3•i/Y <br />-• <br />2365 <br />F3 13SO <br />F2,1430 <br />HSTM36 <br />8 <br />0.148"x1- 2" <br />-. <br />1110 <br />F1:120 <br />F2: 90 <br />4 <br />1/4"xl•3 4-CONC SCREW <br />LGU M28.2 <br />6 <br />8' x 4' TITEN HD <br />8250 <br />2435 <br />6 <br />l"x2 2"SDS SCREW <br />MSTC28 <br />36 <br />0.148" x 3 4' <br />3460 <br />MTS12 <br />14 <br />0.148"xl-3 " <br />990 <br />28 <br />0.148"xi- <br />1980 <br />14 <br />0.148"xl- <br />990 <br />1a'xz 4"CONC SCREW <br />3500 <br />law <br />0.132 <br />0.348"xl- <br />2,890 <br />RHU210-2 <br />16 <br />0L-1- <br />1310 <br />24 <br />0.148"xl•1 <br />1330 <br />300.14H"X2• <br />2s <br />14 <br />0.148"x2- " <br />1235 <br />22 <br />O.Mrx2- <br />1640 <br />MSTA24 <br />IS <br />0.14l <br />1 <br />36 <br />0.148"X2 2' <br />3,280 <br />26 <br />0 t8'% I" <br />2050 <br />52 <br />0.148" %2 2' <br />4,300 <br />22 <br />0.148"x2-3 <br />2050 <br />FM4 <br />36 <br />0.148•x3 4" <br />3.460 <br />62 <br />0.148"x3- 1" <br />l735 <br />9 <br />0.148X3'i,125•- <br />5 <br />4" X 2 4'3 <br />0.148" X 3' <br />-- <br />1.870 <br />-- <br />B <br />4"%21/4" <br />(2) MSTAM36 <br />26 <br />16 <br />0.148" X 3" <br />4"X214" <br />-- <br />3740 <br />MSTCM40 <br />10 <br />1N2-1 "CONCSCREW <br />29W <br />4 <br />X3-14' <br />MGT <br />22 <br />0.148'Y3" <br />.- <br />3%5 <br />F1 775 <br />F2 525 <br />3 <br />5 "ATR <br />HGT-3 <br />16 <br />0.14ON3" <br />._ <br />10.790 <br />-- <br />2 <br />3 4' ATR <br />VGTR or <br />1 <br />S "ATR <br />- <br />222S <br />F1:650 <br />F2:630 <br />16 <br />4"X3"SOS <br />VGWL <br />"ATR <br />- <br />5545 <br />:650 <br />F2:630 <br />32 <br />4"0"SDS <br />VGT <br />1 <br />5 "ATR <br />4940 <br />FI: 118S <br />F2: 590 <br />16 <br />1 4"X3" $05 <br />(2) VG( <br />2 <br />S ATR <br />718S-2ply 88 <br />3d. <br />F1: 1185 <br />F2: 590 <br />32 <br />3 4".3" SDS <br />DTTIZ <br />1 <br />1ATR <br />l'x3"/2" <br />_ <br />1825-2x4n4n <br />145 22x4min <br />.. <br />NTT4 <br />1 <br />5 „ATR <br />-' <br />3610 <br />IB <br />0.148"x3- <br />HTTS <br />1 <br />"ATR <br />4670 <br />26 <br />0.143" <br />8"x <br />HTTSK <br />W. ATRT <br />5445 <br />.. <br />26 <br />SD 4IOX2- <br />ABU <br />1 <br />ATR <br />7570 <br />1900 <br />.- <br />1212 <br />0.162"x3- <br />ABU662 <br />1 <br />S "ATR <br />16205 <br />2475 <br />-- <br />II <br />0.162"x3•i " <br />H2-SA <br />30 <br />OA31'X2.1/2- <br />.. <br />565 <br />FI: 110 <br />F2: 110 <br />H10A <br />18 <br />0.148"Xi•in- <br />.- <br />1340 <br />F1: S65 <br />F2: 285 <br />HlOA-2 <br />18 <br />0.148"xl-iQ' <br />-- <br />108D <br />Fl : 680 <br />F2.260 <br />NUC48 <br />14 <br />I/4"x2-3/4"CONC SCREW <br />3500 <br />1135 <br />-- <br />6 <br />0.148'x3" <br />HUC414 <br />24 <br />1/4-.2-3/4' CONC SCREW <br />SOBS <br />2015 <br />-- <br />32 <br />0.14rX3" <br />WS26 <br />4 <br />0.141l <br />865 <br />1165 <br />SPH4 <br />12 <br />0.14rd-1/2- <br />-- <br />Side:640 <br />Center : 1290 <br />._ <br />OTC CUPS <br />4 <br />3/16912.3/4° CONC SCREW <br />_ <br />F3:85 <br />F2:135 <br />2 <br />0.Lwd-la <br />A35 <br />12 <br />0.131"x1-IA- <br />.- <br />__ <br />FI:650 <br />F2 : 670• <br />SDWCIS600 <br />1 <br />SDNCI5600 <br />-- <br />615 <br />FI' 130 <br />F2. 2ZS <br />SDWC254S0 <br />1 <br />SOWC15450 <br />295 <br />F2:150 <br />M26 <br />M162-x3.1/2" <br />3200 <br />1250 <br />- <br />1! <br />0148"X3' <br />LGU3.63-SOS <br />6,720 <br />5$SS <br />-- <br />12 <br />4"X212" <br />HDUB-SD525 <br />1 <br />7 'ATR <br />7.870 <br />-- <br />20 <br />14"X2 IjrSDS <br />HOUIl-SOS2.5 <br />1 <br />1"ATR <br />11,175 <br />-- <br />30 <br />14"X2 llrSDS <br />TH026 <br />20 <br />0.362" x 3' <br />2940 <br />324D <br />-- <br />20 <br />0.148' x i 2' <br />THD28-2 <br />28 <br />0.162" x 3' <br />4330 <br />4860 <br />16 <br />0.148"x3' <br />PRECAST <br />LINTEL GRAVITY LOAD TABLE 2. <br />LOADS LISTED HAVE BEEN CALCULATED OR COMP RED FROM APPROVED MAN UFAMRERS: <br />CAST-CREM, iOTTS CONCRETE, QUAUTYPRECASTCO. <br />MAXIMUM LOAD (PLF) <br />LAIZADDRO%. MAX. CLEAR TYPE A 8" TYPE B 12" TYPES 14"TYPE B^ 16"TYPE 8 20" TYPE 8 24" TYPE B M" TYPES 32TYPE B <br />NGTH OPENING S°UNTEl 8'TYPEC 12`IYPEC it"7VPE C•' 16'TYPEC 20'TYPEC 24"TYPEC 28'TYPEC 32'TYPEC <br />2 IT 1'6" 2231 3069 3719 3280 5163 6607 9054 9502 low) <br />3069 4505 5205 6113 7547 8974 10000 lom0 <br />3'5" 22' 2231 3069 3719 3280 5163 6607 BD54 95C2 100m <br />3069 46D5 5206 6113 7547 074 10000 10000 <br />4'O" 28" 1783 2551 2751 328D 3820 4890 5961 7034 8107 <br />2561 46D5 5206 6113 7547 8974 IOOOD 1m00 <br />4' 6" 3 Y 1343 1969 2110 2992 2931 3756 4576 5400 6224 <br />1969 4375 5206 62l3 7D39 9672 1000D 10000 <br />4'8' I 1217 1349 1438 1716 1999 1 2560 3132 3686 4249 <br />1349 3090 4567 5355 4766 5817 7074 9203 <br />It 0" 1W6 1349 1438 1716 1999 2560 3132 3686 4649 <br />1349 3090 4567 5365 4766 5617 7074 8201 <br />910, 96" Boo -. L'73 16m :631 2C9C 2549 3009 3470 <br />M 2522 4242 4360 3942 4889 5917 6662 <br />6' 6" S 2" 710 1232 2177 3738 3480 3031 3707 1 4383 5C61 <br />Y232 21T7 2736 34W Sul 8360 8625 759D <br />T 6" 6 2" 570 991 1729 2108 2632 2205 2698 3191 3685 <br />991 2729 21M 2632 3896 M61 4742 55M <br />r 4' 10" 458 699 1160 1516 1626 2564 3486 2818 3302 <br />699 1245 1516 1803 2564 3486 2964 3387 <br />914' 40" 416 699 1160 N/A 1625 2564 3486 29:8 3302 <br />099 1245 N/A 2843 2564 34" 2964 3397 <br />11YB 1'2• 354 535 39C N A 1247 2C93 2777 2163 2536 <br />535 1054 N/A 1533 2093 Z781 2259 2625 <br />11'4" IV 0' 315 567 890 N/A 1366 1846 2423 3127 4005 <br />%7 945 N/A 1366 1846 2423 3127 4006 <br />12'0' 108' 292 525 873 N/A 1254 i684 2193 28C5 3552 <br />525 873 N/A 1254 1684 2193 2805 3552 <br />12'11' 11'2" 277 471 755 N/A 1075 1428 :838 2316 2883 <br />471 755 N/A 1075 1428 1839 2316 280 <br />IB•4' 120" 255 471 755 N/A 1D75 1428 1838 2316 2535 <br />472 755 N/A 1075 1423 1838 2316 2883 <br />14, a, 328" 239 424 706 N'A 1002 1326 1697 2127 2278 <br />424 706 N/A 2002 1328 1697 2127 2630 <br />14'r 38C N/A N/A N/A N/A N/A N/A N/A WA N/A <br />N/A 783' N/A 1234• 1421' 1779' 2188• 2660' <br />4" 19 a" N/A N/AEN/A <br />N/A N/A N/A N/A N/A N/A <br />N/A N/A Ill 1331' 36W' 2032• 2459• <br />17'4' 1B 0" ry/A N/A N/A N/A N/A N/A N/A N/A <br />N/A N A 952' 1117' 1379• 1571• 1997- <br />19'4" isa" N/A NIA N/A N A N/A N/A NjAN A <br />N A N A 750• 960• 1177' 1415' 1621Ytr 18'8" N/A N A N/A WA N/A N/A N/A N/A <br />N/A N/A sm. 845• 1114' 1345' 145V <br />2!'0' 228" WA N!A N/A N/A N/A N/A N/A N/A N/A <br />A 250' N A 450' 650• '880 1090° 1220' <br />'PRESTRESSED „" B' W/2" RECESS U-LMTELS <br />Type A= Unfilled no Reba; Type 8= Continuous Grout, Steel per Planin Bond Beam Only; Type C = Contmous Gmut,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 />0 IBRAHEM ELAYEB, PE <br />P.E.# 91476 <br />■ BENJAMIN NIESE, PE <br />P.E.# 86025 <br />02/06/2024 <br />DATE <br />IN <br />_ No.86 <br />AV z- <br />Q STATE O Q/ <br />.p40RIOO •'' ?�` <br />ONAL <br />////111111\\\\ <br />a (�yX$tl <br />o � <br />ag§�§��y°y�8sY5ii�s <br />� ar'3&a SS <br />��1X5`stb=1I2 <br />Michigan <br />3400 Auburn Rd <br />Suite 200 <br />Auburn Hills, MI 48326 <br />+1 248.622.4035 <br />Florida <br />12906 Tampa Oaks Blvd. <br />Suite 150 <br />Tampa, FL 33637 <br />+1 813.466.3310 <br />www.fieldstoneae.com <br />T <br />O <br />ORO Fieldstone <br />C.O.A.# ARCHITECURE: <br />AA26002802 <br />C.O.E.# ENGINEERING: <br />29349 <br />0 IBRAHEM ELAYEB, PE <br />P.E.# 91476 <br />■ BENJAMIN NIESE, PE <br />P.E.# 86025 <br />02/06/2024 <br />DATE <br />IN <br />_ No.86 <br />AV z- <br />Q STATE O Q/ <br />.p40RIOO •'' ?�` <br />ONAL <br />////111111\\\\ <br />a (�yX$tl <br />o � <br />ag§�§��y°y�8sY5ii�s <br />� ar'3&a SS <br />��1X5`stb=1I2 <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 />T <br />O <br />O <br />_ <br />N <br />O <br />W M <br />ZZ <br />F- <br />Cl)0 <br />> <br />J Q <br />W <br />J it <br />�0 <br />Q <br />LL <br />2 <br />< <br />fn <br />tr <br />w <br />" <br />�} <br />n <br />a <br />u7 <br />W <br />� W <br />O <br />co N <br />D_ <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 />