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Dia= 3/4" Dia= 3/4" <br /> 6' 6„ Dia 3/4" pia= 3/4" <br /> I I 1 I I 1 1 <br /> I <br /> ---- ---- ---- j7"j 8 1/2" <br /> O o ---r _ o o <br /> 3" �-, 3" _ O O I <br /> 00 O O --'• m O O �' 3" 0 0 <br /> ------ 3 1/2" O O 3 1 2" I I 3.. <br /> 3 3 1/2" <br /> _ / I 0 0 <br /> I I 110 1/2" <br /> 1 1/2" 1 1/z" s' 1 1/2"1 <br /> /2" I 11 1/2" 8" 1 1/2"1 1 11 1/2" 8° SW <br /> SW SW SW 101 2" , 1 <br /> 1 1'-6" See Plan 3' <br /> See Plan <br /> DETAIL A DETAIL B <br /> DETAIL C DETAIL 0 <br /> ti0 YAMq . <br /> ,c, 0 W``1sp.-rt./. 0 <br /> r- <br /> �� 3//t4":.;;" . <br /> GENERAL NOTES ����sFc s °�� ` <br /> NOTE: s4�IAL• Qy <br /> BOLTSALL ANCHOR <br /> PLATES,EXCCEPTHALFS INCH DIAMETER BOLTS LOCATED OCA PROJECTION <br /> DOORSULESS WH CH NOTED)SHALHAVE AROJBOTTOM <br /> ECTIONOF THE OF ONEBASE NCH, <br /> ALL BOLTS SHALL HAVE A MINIMUM THREAD LENGTH OF ONE QUARTER INCH LESS THAN THE PROJECTION. I EXPIRES 7 7 <br /> _ THE PROJECTIONS SPECIFIED PROVIDE FOR A SINGLE BASE PLATE THICKNESS AND APPLICATION OF ONE THREE <br /> SIXTEENTH INCH WASHER AND ONE HEAVY HEX NUT. IN THE INSTALLED POSITION, THE TOP OF THE ANCHOR BOLT Cli `�� � <br /> MUST BE FLUSH WIH OR ABOVE THE TOP OF THE NUT.ADDITIONAL PROJECTION LENGTH MUST BE CONSIDERED AND <br /> MAY BE <br /> SPECIFIED BPROVIDED OY OTHERS.R ITEMS PROJECTIONUCH AS O THREUT, ADS DOUBLE SHOULD BE G EASED OR OTHERWISE E PROEING CEDTFROMT CORROSION. <br /> NO.I REVISIONS MADE CK'D DATE ENGR DATE I NO. REVISIONS `,11......,., .."--'---"•\ <br /> ,- ///jjj� <br /> IMAM CK'D I DATE ENCR DATE DRAWINGATUSBNiTTAI, SCALE: NONE DATESTli f(CUSTOMER :NORTHLAND CONTRACTORS Llg Ij <br /> IFOR CONSTRUCTION DRAWN BY:IMRS8/30/16IFOR APPROVALFOR PERMR ONLY CHECKED BY:I DAW 8/30/16 (JOHN C) . -.--- <br /> 1— <br /> -', <br /> I • FOR PRELIMINARY <br /> I I I I I II I I DESIGN APPD BY: JOB 8/30/16 LOCATION : EVERETT WA DRAWING. REV.NO. <br /> I CAD ST:I W16080E2A AB-2 <br /> NUMBER' o I, <br />