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TYPICAL SEGMENT "A" PACIFIC RIM PLATFORM SILICONE JOINT TYPICAL SEGMENT"A" PACIFIC RIM PLATFORM SILICONE JOINT <br /> WELD NOTES: BULKHEAD CAP BULKHEAD CAP SEALANT BULKHEAD CAP BULKHEAD CAP SEALANT <br /> 1. ALL JOINTS SHALL BE WELDED CONTINUOUSLY, EXISTING UHMW EXISTING <br /> UNLESS OTHERWISE NOTED. CONCRETE FILL CONCRETE FILL <br /> 2. ALL BUTT JOINTS SHALL BE CJP, UNLESS CONCRETE CAP-\ BELOW, TYP. CONCRETE CAPA <br /> OTHERWISE NOTED. <br /> 3. ALL STEEL JOINTS SHALL BE WELDED WITH A <br /> 5/16" FILLET, OR EQUIVALENT BEVEL OR <br /> APPROVED EQUAL, UNLESS OTHERWISE NOTED. ° t , ' <br /> a ' .,4 + 1-8 1/2 A • <br /> CLEAR r CLEAR • . <br /> . <br /> 0 <br /> II I I J II <br /> ' II II <br /> �I II �) \-STEEL LEDGER <br /> END PLATE, TYP. STEEL LEDGER <br /> V J1 STIFFENER, TYP. <br /> STEEL LEDGER _Z\ 6 1/4" <br /> HSS BELOW BELOW HSS 1 <br /> STRINGER_7/111111111(1111 - GLULAM STRINGER HANGER ' <br /> HANGER BELOW <br /> GLUCAN RIG BOARD <br /> © <br /> STRINGER, TYP. GLULAM CONNECTION, <br /> TYP. T 0 T <br /> ABOVE STRINGER BELOW STRINGER <br /> ,6 3 STRINGER HANGER DETAIL <br /> 0 <br /> a SILICONE JOINT 54.01 SCALE: 3/4" = 1'-0" <br /> r1 SEALANT 6"x6"x1/2"t BENT <br /> O <br /> a EXISTING TRANSITION 2" PLATE GLULAM RIM TIMBER <br /> 7 CONCRETE CAP-\ CONCRETE TRANSITION TIMBER GLULAM CONCRETE FILL PLATE BOARD CONNECTION /DECK <br /> N FILL PLATE DECK STRINGER FIELD VERIFY FOR <br /> D: � EXISTING EXISTING FIT, TYP. <br /> cl. i/ \ aI — CONCRETE CAP CONCRETE CAP <br /> oIA <br /> .. — aS0111110GLULAM RIM BOARD <br /> 1- • 4 UHMW 11/2" <br /> td- <br /> zLi ° <br /> 8 -. <br /> n _ <br /> • <br /> F 4 •• ,• INSTALL UHMW <br /> F1 feral 0 0 V UNDER RIM BOARD <br /> z <br /> 0 <br /> U <br /> fl fl fl <br /> 1/2" --Ij— —�—�1 1 - <br /> a i I 1/2" <br /> 113 o I �J- GLULAM STRINGER x�W rxYxxxrl xxr XX. <br /> J <br /> Fr--/ X�- TYP. x x <br /> `�� —� J 0 0 0 0 0 <br /> O N TYP. <br /> N - UHMW BEAING PAD FULL LENGTH <br /> 1/2"t PLATE OF END STRINGER, ATTACH WITH <br /> 7 & - - - STRINGER HANGER 1/4"0 x 4" LAG SCREWS AT 8" O.C. <br /> re I 1'-4" 5/16 1"t BEARING PAD 1°-2" LONG AT \ 0 o o <br /> TYPICAL STRINGER. COUNTERSINK BOTTOM EDGE OF <br /> IJ I • <br /> 5/16V LAG SCREWS 1/2" INTO UHMW EXISTING CAP <br /> ffiz <br /> W 7 1/2" HOLE FOR STRINGER GLULAM STEEL _ 2 1/2" <br /> 01/4"t END PLATE - <br /> i' I ADHESIVEOANCHOR, BOTH SIDES OF HSS, TYP. 3/4"0 BOLT, TYP. HANGER STRINGER LEDGER TYP. <br /> EMBEDTYP1 /2" SEAL WELD, TYP. H - <br /> o I <br /> /csi HSS16x12x1/2 S4.04 I <br /> o A <br /> SECTION SECTION <br /> IF THIS DRAWING IS NOT ® SCALE: 1 1/2" = 1'-o" ® SCALE: 1 1/2" = 1'-0" <br /> 0 22"x34" SCALE ACCORDINGLY. - <br /> PROJECT ENGINEER: SCALE: P O R T O F E V E R E T T DWG. NO. 4 <br /> D. PND INCORPORATED IS NOT RESPONSIBLE FOR SAFETY T. BELSICK NOTED S .O 3 <br /> PROGRAMS,METHODS OR PROCEDURES OF OPERATION,OR THE <br /> I �� ,M DESIGNED BY: GATE: — <br /> 1 Porto 736 Coutth Avenue S.,Su n A CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. ✓rc SEINER WHARF SEGMENT D & <br /> R ® © ® ti n WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, ,/ flfi'7A, V. NGUYEN JUNE 13, 2016 PACIFIC RIM PLAZA PLATFORM F 0 R M CIP NO. 2-0-023-01 <br /> Seattle,Wa,hin YB174 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF `I 2-0-044-01, 6-8-001-09 <br /> _• .4 DRAWN BY: CHECKED BY: <br /> o R:2Dr,.lsa.l3s7 INDUSTRY.DRAWINGS ARE FOR USE ON THIS PROJECT ONLY V, 4/ y <br /> �,• ENGINEERS,INC. www.pnden, AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN o„, •�39Ai o .4 G. DEAN T. BELSICK PROJECT <br /> N �t P.O. BOX 538 4rn�•n.wm AI 06/13/16 TB ISSUED FOR BID AND CONSIRUC11ON IN ANY FROM PO. DRAWINGS ARE <br /> THAT WOULD CONSTITUTESAO DETRIMENT <br /> USED c,,ps7pH�����'N`' APPROVED BY. NO' <br /> MR—CM-2O16-06 <br /> EVERETT,WA 98206 NOT TO PACIFIC RIM PLAZA P LAT F O R M <br /> (425)259-3164 NO. DATE BY REVISION DIRECTLY OR INDIRECTLY TO PND. (p/�S/j(p SECTIONS AND DETAILS SHEET NO. 39 OF 71 <br />