Laserfiche WebLink
rTIcT1 <br /> 11 III <br /> ll I EXISTING GANGWAY BRACKET WITH <br /> ( NEW HARDWARE TO MATCH SIZE, <br /> `I '�1 TYPE, & SPACING OF EXISTING <br /> II '' I <br /> I1�1i I <br /> 6x12 HEADER EXTENT OF <br /> ,TL---11 <br /> DEMOLITION EDGE OF DEMO FOR <br /> STRINGER AND DECKING <br /> PROVIDE BLOCKING FULL WIDTH TO PAINT 4" WIDE CAUTION YELLOW STRIPE <br /> _ MATCH HEADER W/#10 DECK SCREW AT EDGE OF EXISTING DECKING, FULL <br /> I 1 1 _ �� � NAILS ©8" O.C., CENTERED COUNTERSINK WIDTH OF GANGWAY+6" EACH SIDE <br /> 1,1 I` SCREW FLUSH WITH BLOCKING EXISTING DECK <br /> 111 I DECK OF EXISTING 1 1 2" I BOLTS <br /> 0 1 <br /> "II 1 GANGWAY - INFILL BLOCKING ' EXISTING DECK <br /> _ Ci I._: I► d �.G_. . <br /> 2 4 � _ EXISTING GANGWAY BRACKET l _ EXISTING STRINGER __ �� <br /> WTM SIZE,HARDWARE <br /> SPO MATCH �I n: ~_- <br /> i I. II EXISTING. TOP OF BRACKET TO &BOLTS -I� <br /> 1 j I � _ <br /> EXISTING\ LI 11,11) I BE FLUSH W/TOP OF HEADER 1 1 2" <br /> v EXISTING STRINGER aill EXISTING STRINGER <br /> GANGWAY ':.' I I HEADER PER PLAN ALIGNED ,/ • <br /> WITH FACE OF PILE CAP Y L8x4x3/8x0'-8" BRACING <br /> E <br /> ® I BRACING5PLACES CONNECTIONMIN. , TYP. CONNECTION WITH (4) 7/8"0 <br /> ; i,,, EXISTING PILE CAP EXISTING PILE BEYOND EXISTING PILE CAP THRU BOLTS. PROVIDE SHORT <br /> 1 BOLTS 1- 1 ��( ) EXTENT OF 1., SLOTTED VERTICAL HOLES <br /> ... PERDEMOD1.03 <br /> ^ _EXISTING STRINGER, TYP. �, IDE * `71; EXISTING PILE BEYOND <br /> NOTE: DECK NOT SHOWN L _4— GANGWAY NOT GANGWAY NOT <br /> = FOR CLARITY. EXISTING PILE CAP BELOW <br /> 17- SHOWN FOR CLARITY. SHOWN FOR CLARITY. <br /> 2 GANGWAY REATTACHMENT CONNECTION ® SECTION ® SECTION <br /> 01.03 SCALE: T" = T'-o" SCALE: 1" = t'—o" SCALE: T" = I'—o" <br /> C <br /> j, <br /> v` <br /> c <br /> 1 <br /> E <br /> = 6--- "—P-' <br /> IF THIS DRAWING IS NOT '-,---___ <br /> '22"x34" SCALE ACCORDINGLY. <br /> PROJECT ENGINEER: SCALE: PORT O F E V E R E T T DWG. NO. <br /> u PND INCORPORATED IS NOT RESPONSIBLE FOR SAFETY �T. J. KEISER NOTED D1.07 <br /> PROGRAMS,METHODS OR PROCEDURES OF OPERATION,OR THE 4.� <br /> 1 r+ CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. " ✓A DESIGNED BY: DATE: SEINER WHARF SEGMENT D Sc <br /> c � Port 0 1736 Fourth Avenue S,Suite.1 WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, I e I�' A A J. RUPP JUNE 13, 2016 PACIFIC RIM PLAZA PLATFORM CIP NO. 2-0-023-01 <br /> Seattle,wn.hNK va13a THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF / ! 2-0-044-01, 6-8-001-09 <br /> N ��� 12 ® 1,onDRAWN BY: CHECKED BY: <br /> _ e26.624.1387 INDUSTRY.DRAWINGS ARE FOR USE ON THIS PROJECT ONLY y 44 <br /> 1N.• I.NGINEERS,INC. wuw.pudeuFuirn.com AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTENA ��,,, i%.342%‘,./. G. DEAN T. BELSICK PROJECT MR-CM-2016-06 <br /> �f P.O. BOX 536 06/13/16 TB ISSUED FOR BID AND CONSTRUCTION INP ANY YMANNER THAT WOULD CONSTITUTE ALSOAL FROM PND. DRAWINGS ARE DETRIMENT NOT TOE USED �Ss/�NAb R,e' APPROVED BY: SEGMENT D No. <br /> (425)259-3168206 DIRECTLY OR INDIRECTLY TO PND. 403/4, GANGWAY REATTACHMENT DETAILS SHEET NO. 17 OF 71 <br /> NO. DATE BY REVISION <br />