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SPRINKLER NOZZLES, LOCATE <br /> GUARDRAIL IN UPRIGHT POSITION, BETWEEN BULK6"0 STEEL SPRINKLER CONCRETECEAD <br /> APGLULAM STRINGERS, APPROX. <br /> 6'-0" FROM ENDS OF PILE CAP HEADER WITH HANGER <br /> m TYPE 2 AT 10'-0" SPACING 1 5/8" CHANNEL STRUT <br /> ® ATTACHED WITH 1/2"A <br /> 10 TRANSITION LAG SCREWS, 4" LONG o <br /> TIMBER PLATE _ <br /> DECK PIPE HANGER BOLTED ANGLE 4 <br /> TYPE 1 _N <br /> GLULAM STRINGER, CLIP <br /> TYP. BULKHEAD <br /> CONCRETE CAP II <br /> �\/ %\% 1/2"0 THREADED =a o <br /> — — — — — �/ j / ROD <br /> -N., <br /> ELECTRICAL�O I I I : n I /\/\j� CLEVIS HANGER <br /> CONDUITS, SEE I 4 ,//W//�//" <br /> ELECTRICALal, <br /> LPIPE HANGER - \ \ a WATER SUPPLY LINE INSULATED PIPE, HEADER, <br /> TYPE 1 AT 5'-0" /i� FROM RELOCATED W/20 GAUGE ALUMINUM <br /> MAX. SPACING WHARF PIPE�' a ENCLOSURE WITH • <br /> JACKET OR LATERAL PIPES _ <br /> PILE, TYP. '' ".../ <br /> \ DRY VALVE <br /> 2"A STEEL /4i)LATERALS6"A STEELI <br /> TEE GALV. STEEL <br /> DBL HP INSULATED STEEL �� SPRINKLER HEADER <br /> PILE CAP WATER SUPPLY LINE <br /> BULKHEAD PENETRATION <br /> 1/2" DRAIN O PER DETAIL ON SHEET M1.05 <br /> B VALVE <br /> BULKHEAD <br /> SHEET PILE <br /> A SECTION <br /> M1.03 SCALE: 1/2" = 1.-0" PIPE HANGER TYPE 1 <br /> o SCALE: 1 1/2" = 1'-0" <br /> 1-1 <br /> o0 <br /> a <br /> o <br /> o <br /> BULKHEAD <br /> C.1 CONCRETE CAP <br /> o PIPE HANGER (BEYOND) TIMBER <br /> 1- TYPE 1, TYP. DECK <br /> z <br /> w <br /> 0 <br /> z 1 5/8" CHANNEL STRUT <br /> ATTACHED WITH 1/2"0 111111111Z -I-0 "Ili " ®, 'i® LAG SCREWS, 4" LONG ERIN ER <br /> 0 <br /> 0 <br /> PIPE CLAMP _ <br /> z <br /> a <br /> om II5• <br /> OBLHP6"A STEEL <br /> PILE CAPI I - <br /> I <br /> ,g, <br /> INSULATED STEEL <br /> CO <br /> WHARF PIPE WATER LINE <br /> PILE, TYP. SEISMIC BRACING, TWO PER BENT \,, 1,= <br /> a PIPE HANGER TYPE 1 IN BOTH DIRECTIONS, AT CORNERS, I <br /> i AT 8'-0" MAX. SPACING AND AT ENDS OF PIPE RUNS <br /> Dl <br /> L., <br /> z <br /> La <br /> o <br /> p0 <br /> 3 <br /> 1 B SECTION PIPE HANGER TYPE 2 <br /> s <br /> N M1.03 SCALE: 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" E--11 /'\ <br /> o 7J <br /> G <br /> w IF THIS DRAWING IS NOT <br /> . 22"x34" SCALE ACCORDINGLY. <br /> 0 <br /> PROJECTI- ENGINEER: SCALE: PORT OF E V E R E T T °WG Na <br /> 0 PND INCORPORATED IS NOT RESPONSIBLE FOR SAFETY ova BELSICK NOTED M1.05 <br /> IPorto PROGRAMS,METHODS OR PROCEDURES OF OPERATION,OR THEc�d� l SEINER WHARF SEGMENT & <br /> CONSTRUCTION OF THE DESIGN SHOWN ON THESE ORAWINCS. a` T";.;� DESIGNED BY: DATE: <br /> 1 1736 Fourth A=n,,S.,Suite:1 WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, C. MCNABB JUNE 13, 2016 CIP N0. 2-0-023-01 <br /> o -A Seaede,Washinyon98134 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF ' A t �I PACIFIC RIM PLAZA PLATFORM 2-0-044-01, 6-8-001-09 <br /> a \I� © © © DRAWN BY: CHECKED BY: <br /> NEVERETT <br /> P:216.624.1387 INDUSTRY.DRAWINGS ARE FOR USE ON THIS PROJECT ONLY � ,'. 4.4 <br /> N �p w AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN ♦ }pp4 a G. DEAN G. WAITERS PROJECT <br /> i./ P.O. <br /> ENGINEERS,INC. �.M1v.pndcngincccs.anm APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED acv' - ets.- GN2 NEW FIRE SPRINKLER NO. MR-CM-2016-06 <br /> 5 P.O. BOX 538 A\06/13/16 GW ISSUED FOR BID AND CONSTRUCTION IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT ' ''ONAL F''' APPROVED BY: <br /> (425)EVERET, WA 98206 DIRECTLY OR INDIRECTLY TO PND. <br /> (425) 259-3164 N0. DATE BY REVISION 6/13//6 SYSTEM DETAILS SHEET NO. 54 OF 71 <br />