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/- (E)STUD WALL <br />All drawings and written material appearing herein <br />constitute original and unpublished work of the <br />2244 SCALE: 1"a1'4' <br />11x17 SCALE. 2®44" <br />344 COLUMN BASE <br />SON® TUBE FORM TO <br />4DE OR <br />)VE <br />) #4 VERT. DOWEL <br />INFORCEMENT PER <br />.AN <br />Typ" DECK FOOTINC7 DETAIL <br />/ SCALE: V=V-011 <br />BEAM FER PLAN .� . <br />A35 - - <br />TREAD S ON. " . <br />PER AROH. <br />( I L <br />TO L <br />PLATE 5 <br />51LIL PLAM' <br />16' E NSI <br />ANCHORS 461, Oz. <br />m� <br />SCALE: V6 V I 0" <br />L' . <br />0IT PER PLAIN <br />4 A"IT—"'"--5TAIR5TRIN6ERedUT <br />FROM P/T -_2x12 W 2 <br />r I'° Via, MAx. <br />I: T <br />DECK HANGER <br />DECK BOARD PER BUILDER <br />JOIST PER PLAN — <br />MIN. (2) DTTIZ WITH 0 <br />EACH END OF THE DECK AND 6 <br />DIAMETER LAG SCREW <br />A FULLY THREADED 3/8" <br />PENETRATION TO GENTER OF - <br />TOP PLATE, STUDS, OR i <br />HEADER. I �� <br />EXTERIOR 2X4 AT TOP AND BOT <br />OF HANDRAIL 3-1/2" OFF F.F. <br />PROVIDE FB24R CLIPS EA END. <br />DECK JOISTS PER PLAN <br />IMPSON DTT2Zw/ 112" DIA. <br />BOLTS THRU JOIST <br />SCALE: V=V-011 <br />t V3 1 1 ght of Lh o-sty <br />wa <br />�v <br />ii g a µ-$ k +fie n. <br />A(ts male Xnee Brace M , ems. <br />I brace c l m <br />post abe,+ with - 64 noiNat each <br />face and conatcuarl <br />SCALE: E: 1 "= —jell <br />BALUSTERS SPACED SO THAT <br />A4" SPHERE CAN NOT PASS <br />THRU <br />PROVIDE 44 PXTERIOR <br />RAILING POST @ 6"olo OR PER <br />CONTRACTOR <br />(2) 613"DIA. A307 BOLTS <br />RAILING POST PER PLAN. DO <br />NOT NOTCH 44 RAILING POST <br />AT BOT, <br />RIM JOIST OR BEAM PER PLAN <br />POST <br />PER PLAN <br />ENU CP <br />SEAM <br />OCCU <br />PARALLEL TO JOISTS <br />�"t, ��' � � mina t ioring <br />lag scra ilth waaslie ,, 'lop & bottoirrf <br />EXTERIOR 2X4 AT TOP AND BOT <br />OF HANDRAIL 3-112" OFF F.F. <br />PROVIDE FB24R CLIPS EA END. <br />DECKING & NAILING PER PLAN <br />(DIRECTION MAY VARY) <br />PROVIDE SOLID BLKG ACROSS <br />FULL DECK WIDTH @ EA. <br />RAILING POST, PROVIDE CONT. <br />CS16 STRAP ABV. Bl KG <br />2X BLOCKING wr/(3)16d NAILS EA SIDE <br />AS SHOWN <br />SIMPSON DTT2Z wrl 1/2" DIA. <br />BOLT PER HOLUOWN <br />REVISIONS <br />DESCRIPTION OF <br />Drawn By----- — <br />Checked By: <br />Job #: <br />0 <br />Approval Stamp <br />RM <br />