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).00 <br />i <br />PARTIAL GRID A ELEVATION <br />SCALE. 1" 0 10'-0" <br />m <br />SYM <br />REVISION <br />BY <br />APPROVED <br />DATE SYM <br />A. <br />777X CWC NEW BUILDING - RECORD WBS 2548317 <br />KRW <br />DPB <br />01/03/17 <br />B <br />PFP SPAR PAINT BOOTH 1 AND 2 - IFC W5983281 <br />HG <br />RLT <br />11.19.19 <br />C <br />PFP SPAR PAINT BOOTH 1 AND 2 - IFP W5983281 <br />HG <br />RLT <br />1.19.19 <br />REVISION <br />BY I APPROVED I DATE <br />1 LOCATE OPENING FOR NEW ROLL -UP DOOR AND MAN <br />DOOR PER ARCHITECTURE. <br />2 PROVIDE SAG RODS TO MATCH EXISTING SIZE AND <br />LOCATION. <br />3 TRIM C15 AS REQUIRED TO MAINTAIN 3" CLEAR FOR <br />NEW FRAMING BEYOND. <br />® POSSIBLE ATTACHMENT POINT FOR EQUIPMENT LIFT <br />LATERAL BRACING. LIFT MANUFACTURER TO NOTIFY <br />ENGINEER OF ATTACHMENT LOCATION AND FORCES <br />PRIOR TO INSTALLATION. <br />5 ATTACH HSS12 TO COLUMNS PER DETAILS 6/S591-09 <br />AND 7/S591-09. <br />PROVIDE MC6x15.1 AT OPENING PER DETAIL <br />1 O/S591-09. <br />7 ` ATTACH W14 TO COLUMNS PER DETAILS 6/S591-09 <br />AND 9/S591-09. <br />CONTACTOR TO VERIFY ROUGH OPENING WITH <br />ARCHITECT PRIOR TO INSTALLATION OF FRAMING. <br />9. SEE DETAILS 3/S591-09 AND 4/S591-09 FOR <br />CONNECTION OF HSS TO HSS AND GIRT TO HSS. <br />a <br />TRUSS BOTTOM CHORD <br />164' - 0" <br />_T/SLAB <br />100' 0" <br />rT i!li'p11 <br />go a <br />S210 - EXTERIOR ELEVATIONS <br />� a Our difference <br />I is engineered. <br />www.harrisgroup.com <br />REVISION "B" ONLY <br />PROJECT NO: 0012630.06 <br />DRAWN: RVP <br />PROJ MGR: REP <br />ENGINEER: KBVV <br />APPROVED: RLT <br />CHECKED: AMW <br />DATE: 11.19,19 <br />�0 ! <br />ACCEPTABILITY DPAVVDWD N <br />DATE <br />10/09/14 <br />SUBTITLE <br />ELEVATIONPARTIAL GRID A <br />WA �� <br />THIS DESIGN AND/OR CHECKED <br />RLP <br />10/09/14 <br />SPECIFICATION IS APPROVED <br />_ <br />APPROVED BY <br />DEPT. <br />DATE ENGINEER <br />AKR <br />10/09/14 <br />TITLE PFP SPAR PAINT BOOTH 1 AND 2 <br />CHECKED <br />BUILDING 40 -058 <br />APPROVED <br />3436 �� ��j� <br />�4 CIST�� <br />A <br />20l2019 <br />STRUCTURAL MASTER <br />EVERETT, VVA <br />APPROVED <br />CITY OF EVERETT <br />REVIEWEDFOR PERMIT <br />CURRENT REVISION <br />SYMBOL <br />DATE <br />VV5983281 <br />C <br />11.19.19 <br />SHEET <br />S213a <br />JOB NO. <br />COMP NO. <br />VV2548317 <br />DWG NO. <br />40-058-S213a <br />