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GENERAL NOTES <br /> SPREAD FOOTING k <br /> 12"WIDE x 6"TALL SPREAD FOOTING wl 121-#4 LONGITUDINAL BARS. z E <br /> o m <br /> STEM WALL i N <br /> 6"THICK x 30"TALL(MAX)STEM WALL w/#4 HORZ.BARS @ 10"o/c 8#4 <br /> VERT.WALL TO FOOTING DOWELS @ 18"o/c w <br /> O <br /> ANCHOR BOLTS <br /> 5/8""x 10"ANCHOR BOLTS @ 4'-0"o/c.PROVIDE ANCHOR BOLTS NOT LESS <br /> THAN 12"FROM ENDS OF EA FOUNDATION SILL PLATE.PROVIDE 5"x 3" o 0 <br /> SQ.x 3/16"THICK ANCHOR BOLT WASHERS. c <br /> FLOOR SHEA-HING m <br /> 3/4"T&G APA RATED SHEATHING OR CDX PLYWOOD OR 0513 w/10d @ a <br /> 6"o/c DIAPHRAGM NAILING AND 12"o/c FIELD NAILING.PLYWOOD SHALL BE C Z t 3 <br /> LAID UP WI-H FACE GRAIN PERPENDICULAR TO FRAMING MEMBERS BELOW i <br /> AND END JOINTS SHALL BE STAGGERED. <br /> mn <br /> WALL SHEATHING • =_ <br /> 7/16"APA RATED SHEATHING OR CDX PLYWOOD OR OSB w/Bd @ 6"o/c �/� f m <br /> (I <br /> PANEL EDGE NAILING AND 12"o/c FIELD NAILING c°,,m <br /> v <br /> ROOF SHEATHING CD z <br /> 7/16"APA RATED SHEATHING OR CDX PLYWOOD OR 05B w/Bd @ 6"o/c w <br /> DIAPHRAGM NAILING AND 12"o/c FIELD NAILING.PLYWOOD SHALL BE LAID <br /> UP WITH FACE GRAIN PERPENDICULAR TO FRAMING MEMBERS BE-OW AND aEND JOINTS SHALL BE STAGGERED. <br /> li <br /> APPROVAL STAMP <br /> COMP.ROOFING OVER 15#FELT OR <br /> _ 3-TAB ROOFING OVER 50#FELT <br /> aaa�$` <br /> a$-.. ROOF SHEATHING • <br /> ��`\ s$\ PER PLAN BOUNDARY NAILING <br /> aaa <br /> ��i�� <br /> a FULL DEPTH BLKG MAY BE <br /> �s��aa 12 DRIL_ED FOR VENTING <br /> .� --�` $m4 � I SEE ELEV. ,.44 _TA..SPAT STAMP <br /> I �a�� U <br /> Q <br /> ```aaaaa�a <br /> a <br /> ads` <br /> �as.,_ <br /> Y,a%� <br /> eJ _ ai�i�� <br /> R-38 INSULATION WIND BAFFLE TO 12" (E)GYPSUM BOARD `- j <br /> ABOVE INSULATION IEI DOUBLE TOP x ! ._`.... I <br /> PLATE <br /> lei STUD WALL MATCH EXISTING <br /> I J <br /> I <br /> I lx8 FASCIA w <br /> a <br /> O 9 <br /> =-�_ o a <br /> a /W/yy o <br /> � L., I L 0 N <br /> K <br /> (El GYPSUM BOARD-- z a to <br /> R-21 INSULATION ' o W 2 Z <br /> W z a- m <br /> IEI 2X SILL PLATE �� ¢ 1— J N 1 <br /> LIVING SPACE <br /> IEI 2X JOIST ' Z <br /> .410, 0 <br /> U <br /> 5� Rn w <br /> 11111 <br /> U) <br /> I 0i - z <br /> FIN.GRADE �\ <br /> 5 <br /> IL <br /> (El CONC.STEM WALL <br /> CRAWL SPACE I-- L <br /> 1 <br /> 1 I <br /> L JOB NO. 18-056 <br /> STRUCTURAL ELEMENTS ARE FOR REFERENCE b HALF SCALE 11x17 <br /> ONLY.IF DISCREPANCES OCCUR,STRUCTURAL A FULL SCALE 72x34 <br /> 1 TYPICAL WALL SECTION <br /> DRAWINGS GOVERN DESIGN. SHEET <br /> A5.1 SCALE:1",t-0" m R CITY I KE I <br /> A4.1 <br /> • RFVIMED FOR PERMIT <br />