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LEGEND <br />8x8 FILLED CELL W/ (1) - #5 REBAR <br />--- <br />BEAMS <br />FNT-71 <br />INS FILLED CELL W/ (1) - #7 REBAR <br />HEADER - WIDTH TO MATCH WALL <br />GIRDERS <br />F01 <br />SX8 FILLED CELL W/ NO REBAR REOD, ------------- <br />PLUMBING WALLS (FOR REFERENCE) <br />- ---------- <br />BEARING/SHEAR WALLS (FOR REFERENCE) <br />45* CMU - FILL CELLS W/ #5 REBAR <br />ROOF BLOCKING <br />1.12 FILLED CELL W/ #4 REBAR <br />(IN WALL) <br />BALLOON FRAMED <br />FC-1 <br />1202 FILLED CELL W/ #4 REBAR <br />WALLS/HIGHER BEARING WALLS <br />(IN COLUMN) <br />CONCRETE TIE BEAMS <br />ELEVATION INDICATOR <br />PLUMBING PENETRA71ON FOR <br />FRAMING LAYOUT <br />DETAIL INDICATOR <br />LINTEL OR WOOD HEIR DESIGNATION <br />OPEN SIZE <br />(ALL WOOD HORS TO BE (2) PLY U.N.O.) <br />40- <br />BRACED WALL LINE <br />FASTENERS <br />ALLOWABLE LOADS <br />CONNECTOR <br />CITY <br />I <br />TYPE <br />eRAVITY <br />(Ib%)f1-O <br />UPLIFT Obs) 0 1.6 <br />LATERAL <br />(NN)RI.6 <br />META16 <br />a <br />- <br />0.14rxi-in- <br />1450 <br />FI; 340 <br />F2:770 <br />HETAIG <br />9 <br />0.14rxl-1/2' <br />1820 <br />FL, M <br />F2; 770 <br />(2) META16 <br />a I-DIV <br />20 <br />0.14rxi-In. <br />1875 <br />FI; 680 <br />F2;770 <br />121 META16 <br />A 2- or 3-p�, <br />14 <br />0.162-4-1/2' <br />179S <br />Fl; 128S <br />F2: 1080 <br />(2) HETA16 <br />a 1-01V I <br />10 <br />I <br />0.148-ld-2/2' <br />2920 <br />FI: 69D <br />F2;770 <br />(2) HETA16 <br />d2-.r3-P1v <br />Fl: 1350 <br />F2:1430 <br />HSTM16 <br />a <br />11.111111"XI-112' <br />SIM <br />FI; 120 <br />F2: 90 1 <br />4 <br />1/4'x1-3AC0NC SCREW <br />LGUM28-2 <br />6 <br />Sir xr TrTEN HD <br />am <br />2435 <br />6 <br />1/4*x2l/rSDSSCREW <br />MSTC211 <br />11148"X31A, <br />340 <br />MTS12 <br />14 <br />0.24rld-in, <br />9110 <br />IZIMTSU <br />29 <br />0.14@XI-212" <br />- <br />Lm <br />MTS16 <br />14 1 <br />0.146,11:1-312" <br />- <br />990 <br />HU210-2 <br />I/V x 2 3/4"CONC SCREW <br />3900 <br />11AGO <br />0.14r%3' <br />NTS16 <br />32 <br />U41rd-ln* <br />2,890 <br />(2) HTS16 <br />- <br />0.24117-a-35" <br />1330 <br />KHTS20 <br />- <br />0.2411"Id-In" <br />1310 <br />LSTA12 <br />0,14OV-3n" <br />925 <br />LSTALB <br />14 <br />0.141rd-312, <br />123S <br />LSrA3O <br />22 <br />0.1411`4-2n" <br />2w <br />LETA24 <br />a <br />0.14111' X a 112" <br />VAO <br />(2) MWSTA24 <br />36 <br />&14rx211r <br />3230 <br />MSrA36 <br />26 <br />0.148"X2112" <br />2ASO <br />42WA36 <br />S2 <br />0.141r)(21/2" <br />4AN <br />WA30 <br />2.2 <br />cLi4slia-in" <br />2050 <br />MSTC28 <br />O.24rx31/4" <br />3ANSO <br />MSTCS2 <br />62 <br />0.24rx3-2/4* <br />4735 <br />MSTAM2. <br />9 <br />0,14rxr <br />INS <br />5 <br />1/4* X 2 2/4* <br />MSTAM36 <br />13 <br />111411" 111 <br />IA70 <br />a <br />1/4X21/4" <br />(2) NBTAM36 <br />26 <br />16 <br />0.1411"113" <br />1W X 2 114" <br />3740 <br />MSTCM40 <br />20 <br />20 <br />-1/c CON <br />I/Alxz C SCREW <br />2800 <br />14 <br />1 0.14"13-164" <br />M1EiT <br />22 <br />o.i4aw <br />39B <br />FI; 77S <br />----I <br />F2.525 <br />I <br />sm. <br />NGT-3 <br />16 <br />DAMNS. <br />1O.M <br />-- <br />2 <br />314-ATR <br />VGTR w L <br />1 <br />SM"ATR <br />222S <br />F1 � 650 <br />F2;630 <br />16 <br />1/4"x3"SDS <br />VGTR/L <br />2 <br />Sj$*ATR <br />S54S <br />FI:650 <br />F2:630 <br />32 <br />1/4-x3' SDS <br />VEIT <br />I <br />I SA"ATR <br />49W <br />F1, 11115 <br />F2:590 <br />16 <br />1 1/4"X3"Sos <br />(2) VGT <br />2 <br />". ATR <br />- <br />71115-2* 81190- <br />1 ld� <br />F1:11115 <br />F2: SSO <br />32 <br />V4.,S. <br />OTT2Z <br />1 <br />9 <br />1/2' ATR <br />1/4*xrSCIS <br />- <br />2S-2x4 min <br />21184542lbA min <br />KTT4 <br />I <br />SJS"ATR <br />3610 <br />is <br />0. 'y. <br />KITS <br />I <br />SA"ATR <br />4670 <br />26 <br />0.14B'x3' <br />HT15WT <br />1 <br />SA'ATR <br />sw <br />26 <br />SDSIW.W' <br />ABU"Z <br />1 <br />Wr ATR <br />7S70 <br />19M <br />12 <br />0.162"x3-1/2' <br />ABU66Z <br />1 <br />S/r ATR <br />18205 <br />247S <br />12 <br />0.162"XB-W" <br />W.SA <br />20 <br />0.131".2-W" <br />so <br />R: 110 <br />F2; 1.10 <br />HIOA <br />18 <br />0.14r)d-1/2" <br />2340 <br />Fl: 565 <br />F2; 285 <br />HIOA-2 <br />is <br />0.14rd-w- <br />1010 <br />F1:680 <br />F2: 260 <br />HUC48 <br />14 <br />1/4-92-3/4' CONIC SCREW <br />SSW <br />113S <br />6 <br />0.1411'.3" <br />HUC414 <br />24 <br />V"2-314"CONCSCREW <br />SOBS <br />2015 <br />- <br />0.14n3" <br />- <br />WS26 <br />4 <br />f4 <br />0.146`x3l <br />M <br />1165 <br />SPH4 <br />22 <br />0.14rxl-1/2* <br />Side: 640 <br />C�erdw 2290 <br />OTC ap, <br />1/16'92-3/4' CONIC SCREW <br />F1 85 <br />F2:13S <br />2 <br />0.131V-1/2' <br />ASS <br />12 <br />0.131-4-1/2' <br />F1:650 <br />F2:67& <br />SDWCISM <br />I <br />SDWC151iDD <br />61S <br />FI: 130 <br />F2 ; 225 <br />SDWCLUSO <br />2 <br />SMNCIS450 <br />M <br />F2:1SO <br />HTU26 <br />20 <br />0.162'x3-1/2" <br />3200 <br />12SO <br />14 <br />0.1411*x3* <br />LSU3.63-SDS <br />L6 <br />1 <br />4' X 25 <br />HDUB-SDS2.S <br />I <br />AT <br />i; <br />VAI��2! SDS <br />HDU11-SDS2.S <br />I <br />I" ATR. <br />- <br />11,175 <br />30 <br />314-X22/ SOS <br />THD26 <br />20 <br />CLI62"xr <br />2940 <br />3240 <br />20 <br />&14irx2l/r <br />THD2B-2 <br />0,162'xr <br />4320 <br />4860 <br />;6- <br />0.142"xr <br />ABBREVIATIONS: <br />AB <br />ANCHOR SOLT <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 />ARCHITECTARCHITECTURAL <br />EO <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 />EXTEMOR <br />NTS <br />NOT TO SCALE <br />BOT <br />BOTTOM <br />FD <br />FLOOR DRAUIN <br />Oc <br />ON CENTER <br />BRG <br />BEARING <br />FDN <br />FOUNDATION <br />OPNG <br />OPENING <br />BTWN <br />BETWEEN <br />FIN <br />FRNIISHI <br />OPP <br />OPPOSITE <br />CANT <br />CANTILEVER <br />FLR <br />FLOOR <br />PEN <br />PLYWOOD EDGE NAILING <br />CIL <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 />ci <br />CONTROL JOINT <br />GALV <br />GALVANIZED <br />REOD <br />REQUIRED <br />CLR <br />CLEAR <br />GDR <br />GIRDER <br />RD <br />ROUGH OPENING <br />CMU <br />CONCRETE MASONRY UNIT <br />GRID <br />GRADE <br />Sc <br />STUD COLUMN <br />COL <br />COLUMN <br />GWEI <br />GYPSUM WALL BOARD <br />SHTG <br />SHEATHING <br />CONIC <br />CONCRETE <br />GYP <br />GYPSUM <br />Sim <br />SIMILAR <br />CONIT <br />CONTINUOUS <br />HD <br />HOLD DOWN <br />SP <br />SOUTHERN PINE #2 OR BETTER <br />DBIL <br />DOUBLE <br />HDR <br />HEADER <br />SPF <br />SPRUCE PIR FIR #142 OR BETTER <br />DIA <br />DIAMETER <br />LO <br />IN LIEU OF <br />TYP <br />TYPICAL <br />1DWG <br />DRAWING <br />I IN <br />INCH <br />JUNO <br />UNLESS 140TED OTHERWISE <br />140 WINDSPEED CHARTS <br />ww" <br />Ik-CocpfwmNL4sD) <br />--66* ftof oft <br />ubftdconwongnb <br />who S!TE!!!g, <br />B- I <br />1 2-2 <br />1 Z-3 <br />Z-1 <br />2 <br />a- <br />Z- 4 <br />Sm$ <br />A�10050"(G.hw.) <br />L7-1 <br />-a <br />17.1 <br />14.9 <br />-X�3 <br />w <br />-3&5 <br />311 <br />1 -X1 <br />A.SOSCWFTjW1,d-) <br />_;-7 <br />aZ <br />1 <br />1 36.0 <br />40 <br />1L7 <br />-2.7 <br />45.9 <br />32.7 <br />-35.9 <br />IL2, <br />A.10SCkFTjFk"-) <br />2,11.2 <br />1 -52.0 <br />1 20L2 <br />I -113,1 <br />I 2A2 <br />27.3 <br />tW <br />.0 <br />27.3 <br />40 S <br />36,S <br />-39.7 <br />polon Wesson <br />MUth Helait liffective Premm Pinaw <br />ammimum am 12111 M1 AtRaw LM We <br />26COOOHGD <br />-- <br />16 <br />7 <br />122 <br />30.8 <br />-34.4 <br />3D6B <br />W/3020 TR <br />ENDS <br />3 <br />a <br />X0 <br />34.6 <br />-45.1 <br />3DSB <br />W/3020 <br />4 <br />3 <br />8 <br />2ML0 <br />34.6 <br />-37.7 <br />30110 DOOR <br />ENDS <br />3 <br />a <br />24.0 <br />34.6 <br />-4S.1 <br />25SH <br />4 <br />3 <br />125 <br />25.8 <br />3S.6 <br />-3&7 <br />WWSGD <br />4 <br />6 <br />6.67 <br />4QO <br />3.14 <br />-3&6 <br />28M DOOR <br />4 <br />Z67 <br />6.67 <br />17.8 <br />3&3 <br />38.3 <br />30505H <br />4 <br />3 <br />5 <br />15.0 <br />35.7 <br />-38,111 <br />309DSH <br />ENDS <br />3 <br />5 <br />15.0 <br />35.7 <br />-47.3 <br />20410SH <br />ENDS <br />2 <br />4 <br />LO <br />36.S <br />-4&0 <br />GMSGD <br />4 <br />6 <br />a <br />48.0 <br />'47 A <br />--3&0-1 <br />DESIGN PKSSURES SHOINN ARE MINIMUM ALLOWABLE <br />VALUES. VALUES ANE TO BE NICREASED AS <br />IIEOUIRID BY MORE STMOT LOCAL REOUREMENTS <br />Fieldstone <br />C.O.A.# ARCHITECURE: <br />AA26002802 <br />C.O.E.# ENGINEERINGi=,, <br />29349 <br />E3 IBRAHEM ELAYEB, PE <br />P.E.# 91476 <br />0 BENJAMIN NIESE, PE <br />P.E.# 86025 <br />06/20/2024 <br />DATE <br />.0 <br />No. 860 7-,' <br />0 TIE OF <br />X R1 <br />A <br />111111% <br />A <br />ER,E <br />, , 81-1, - .99 2 <br />* <br />2 <br />lfilchlpn <br />�4141 Auburn Rd <br />Suite 200 <br />kuburn Hills, MI 48326 <br />1-1248.622.4035 <br />Florida <br />12906 Tampa Oaks Blvd. <br />Suite 150 <br />ramps, FL 33637 <br />4-1813.466.3310 <br />www.fieldstoneae.com <br />r- <br />C) <br />Z <br />0 <br />P <br />< <br />> <br />< <br />Z <br />C) <br />U <br />0 <br />0 <br />D. <br />0 <br />F- <br />DRAWN BY: I FAE <br />VERSION: 5.0 <br />SHEET NME <br />REFERENCE <br />CHARTS <br />SHEET# <br />S5.1 <br />Pi <br />