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• <br /> WELD NOTES: 4 • 4 •° \\ <br /> 1. ALL JOINTS SHALL BE WELDED CONTINUOUSLY, \\ \\ <br /> UNLESS OTHERWISE NOTED. \ , • % STEEL PILE STEEL PILE <br /> 2. ALL BUTT JOINTS SHALL BE CJP, UNLESS \ 4 ' • 3 \\\ CAP, BELOW • t a. \�\ CAP, TYP. <br /> OTHERWISE NOTED. \ �\ \ <br /> 3. ALL STEEL JOINTS SHALL BE WELDED WITH A \= DBL GLULAM • \ EXISTING <br /> 5/16" FILLET, OR EQUIVALENT BEVEL, OR \ ° CONNECTION PLATE \ '° °+ • \ CONCRETE CAP <br /> APPROVED EQUAL, UNLESS OTHERWISE NOTED. \ < / - ° <br /> EXISTING / / I SEALER JOINT <br /> ' •. CONCRETE CAP // '4 • • <br /> SILICONE JOINT // i.* <br /> Q' CONCRETE <br /> \ � • SEALER FILL <br /> • <br /> CONCRETE , STEEL <br /> \ - a ( FILL / 4 0 LEDGER <br /> \ ' • STEEL LEDGER y o STEEL LEDGER <br /> GLULAM STRINGER, TYP. ! °0 BELOW `M- m o z ° ,. • ( STIFFENER, TYP. <br /> 0 <br /> BENT GLULAM 1 �I S'a <br /> CONNECTION PLATE, TYP. ,. S 0 <br /> ECONOMY HEAD BOLT, TYP. w <br /> UHMW BELOW <br /> I <br /> Alk AN I <br /> lar IMIPPIM11111111.011111 Mill Mir In Pa111111111,11.Ma <br /> ABOVE STRINGER BELOW STRINGER <br /> 0 <br /> g 4 STRINGER LEDGER DETAIL <br /> a S4.01 SCALE: 3/4" = 1'-0" <br /> to <br /> 1 <br /> a <br /> N EXISTING CONCRETE TRANSITION TIMBER GLULAM <br /> 7`-c CONCRETE CAP/ <br /> FILL PLATE DECK STRINGER <br /> • <br /> PP— <br /> o <br /> I, • <br /> - --CONCRETE FILL <br /> m ' <br /> O „ EXISTING --- <br /> 5 • CONCRETE CAP <br /> z <br /> O - • ° °. •.• .GLULAM RIM BOARD <br /> UHMW, INSTALL UNDER <br /> E ° • °' GLULAM STRINGER — <br /> z \ AND RIM BOARD <br /> — <br /> 1/4 V <br /> 0 1/2"t BASE PLATE <br /> 0 <br /> a 3/8V -1/p"t STIFFENER <br /> o I 1/2" t PLATE // <br /> Fa <br /> o �� <br /> 1 a <br /> o \ I <br /> N N 1 1/2" <br /> to — <br /> I — _______)„,,, ..4 TYP. <br /> 5/16 <br /> ce <br /> w -H 1/2" 5/16 <br /> z <br /> iii I II-4" <br /> ' <br /> i' I <br /> 3/4"0 EPDXY I <br /> ADHESIVE ANCHOR, <br /> I EMBED 6" MIN., TYP. <br /> O '--~ <br /> 0 <br /> LT <br /> SECTION �0 / <br /> W IF THIS DRAWING IS NOT ® SCALE: 1 1/2" = 1'-0" <br /> 0 22"x34" SCALE ACCORDINGLY. <br /> PROJECT ENGINEER: SCALE: DWG. NO. <br /> I— , PORT OF EVERETT S4.04 <br /> oa PND INCORPORATED IS NOT RESPONSIBLE FOR SAFETY �1AN T. BELSICK NOTED <br /> PROGRAMS,METHODS OR PROCEDURES OF OPERATION,OR THE 4� B <br /> CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. ,;\w �✓G��.+, DESIGNED BY: DATE: S E 1 N E R WHARF SEGMENT D Sc <br /> � Porto I 1736 Fourth Avrnuc S.,Suite WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, • / T' ' V. NGUYEN JUNE 13, 2016 CIP Na 2-0-023-01 <br /> Scaulc,Washington 98134 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF ���/ �-.� PACIFIC RIM PLAZA PLATFORM 2-0-044-01, 6-8-001-09 <br /> 7 ���" © m C DRAWN BY: CHECKED BY: <br /> N P:2n6.G21J 397 INDUSTRY.DRAWINGS ARE FOR USE ON THIS PROJECT ONLY L69 <br /> --\. RNGING:I,'RS,INC. wwv.pndongincen:.com AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN .41.9 12�o ,�°j G. DEAN T. BELSICK PROJECT MR-CM-2016-06 <br /> /` APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED Ff IBEt� 6r PACIFIC RIM PLAZA PLATFORM NO. <br /> CA P.O. Box s3s O 06/13/16 TB ISSUED FOR BID AND CONSTRUCTION `s NAL APPROVED BY: <br /> E, EVERETT,53WA 98206 IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT �0 <br /> (425)259-3164 NO. DATE BY REVISION DIRECTLY OR INDIRECTLY TO PND. 4.//1/49 <br /> SECTIONS AND DETAILS SHEET NO. 40 OF 71 <br />