Laserfiche WebLink
1 <br /> UNISTRUTP1726 LEGEND <br /> FITTING EA.SIDE <br /> OF FRAME(TYP) P1001 DOUBLE STRUT * CONTRACTOR TO VERIFY DIMENSIONS <br /> P1001 DOUBLE S2 S2 P1001 DOUBLE STRUT <br /> STRUT BEYOND — <br /> BEYOND S2 ,/ <br /> S2 <br /> . - _ <br /> 0,........ ' € i • UNISTRUT P2324 <br /> ED FITTING EA,SIDE OF •" <br /> 1 � FRAME <br /> GENERAL NOTES <br /> •. ` P1001 DOUBLE STRUT <br /> ` BRACE PER PLAN <br /> 1. SEE S2g AND S2h FOR STRUCTURAL GENERAL NOTES, <br /> t EilWCONDUIT AND PIPE,SEE ELECTRICAL AND MECHANICAL DRAWINGS FOR SIZE AND <br /> , I QUANTITY,PROVIDE U BOLT OR CONDUIT CLAMP AS NEEDED. <br /> I 3. ALL STRUT SHALL BE UNISTRUT P1000(SINGLE)OR P1001(DOUBLE)STRUT OR APPROVED <br /> EQUAL.ALL CONNECTIONS SHALL USE 1 i2"0 BOLTS. <br /> 4. ALL UNISTRUT CONNECTIONS SHALL BE TORQUED TO MANUFACTURES SPECIFIES. <br /> P1001 DOUBLE <br /> STRUT - - P1001 DOUBLE <br /> zL STRUT <br /> I <br /> o P1001 DOUBLE • <br /> 1: d STRUT P1001 DOUBLE <br /> ...2 S1 S1 S1 STRUT <br /> z <br /> I <br /> - 7 <br /> CONSTRUCTION NOTES <br /> a ,y I 1, CONTRACTOR TO FIELD VERIFY ALL FIT-UP/DIMENSIONS PRIOR TO <br /> • <br /> . F -__ G - I FABRICATION/INSTALLATION. <br /> 4 • <br /> tI ` I ..�,-`'` `� �i :�.*'4 -�g6 I `\.,`'' `` o",. 'r'rc°\. ;I <s <br /> S <br /> P1001 STRUT BRACE <br /> PER PLAN <br /> UNISTRUT P2073A BASE PLATE � �' � �� `• : UNISTRUT P2073A BASE PLATE <br /> f USE(4)112"0 HILTI KWIK BOLTS <br /> _.. I )1i2"0 <br /> WITH 3.625"EMBED INTO �.. ° <br /> USE(4 HILTI KWIK BOLT <br /> ..›. <br /> ...,. EXISTING CONCRETE �_ �� - _s III �._.. TZ WITH 3.625"EMBED INTO <br /> UNISTRUT P2324 + ` <br /> • <br /> °, :!+! � \' FIRAME TTING EA.SIDE OF o ,,r 'o EXISTING CONCRETE <br /> d ° <br /> ° <br /> 12'1"(REF) a 12`1"(REF)d ° d d ° <br /> 2'6° < ° <br /> ° 9 <br /> L <br /> SEE SHEET S509 FOR DIMENSION <br /> e <br /> BSA STRINGER GANTRY S2 UTILITIES STATION SUPPO <br /> RT S1 AND S2 INTERMEDIATE PIPE/CONDUIT SUPPORT S1 <br /> ELEVATION VIEW (A) ELEVATION VIEW (B- ) <br /> ELEVATION VIEWr-c- ,SCALE: NTS <br /> S509 S509-03 SCALE: NTS S509 S509-03 SCALE: NTS S509 I S509-03 <br /> ISSUED FOR <br /> CONSTRUCTION <br /> STRUCTURAL <br /> - - . - Our difference <br /> I is engineered. <br /> www.harrisgroup.com <br /> Harris Grupr PROJECT NO: 0012630.04 <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE <br /> 0,0 M. tb. ACCEPTABILITY R.PINLAC 06.14.19 <br /> A BSA STRINGER GANTRY-IFCSTRUCTURAL W6036604 HG RLT 07.09.19 �� of WAS$j THIS DESIGNCHECKED BSA STRINGER GANTRY - DETAILS W6036604 A 07.09.19 <br /> Ai .S�' 4��� SPECIFICATION ISAPPROVED R.PINLAC 07.09.19 SHEET <br /> ��� - `�' -ENGINEER <br /> . . . Oir .r,'� 1., 0 APPROVED BY DEPT. DATE A.BCKRDOOZ 07.09.19 TITLE BSA STRINGER GANTRY <br /> #'��� - A.WARNER 07,09.19 s509.03 <br /> 99 BUILDING40-058 <br /> ��� �, , 150. srj APPROVED JOB N0. COMP No. <br /> �' 4GISTEg0' 4' R.THIRTYACRE 07.09.19 W6036604 <br /> �s`�I�NAL 5�1a7/O9/201<, APPROVED STRUCTURAL MASTER EVERETT,WA DWG No. 40-058-S509-03 <br />