|
TIMBER DECK
<br /> MODIFIED WT
<br /> DBL STRINGER Q
<br /> 3/4"0 ECONOMY 3/8"0 x 8" LAG CONNECTION
<br /> HEAD BOLT, TYP. SCREW, TYP.
<br /> Iiir
<br /> STEEL PEDESTAL 4x12 TIMBER
<br /> AND GUARDRAIL DECK MODIFIED WT6x36
<br /> 2-0" WT6x36 STRINGER 1'-3 3/4" DBL STRINGER ��
<br /> GLB 6 3/4"x24" CONNECTION WELD NOTES:
<br /> TYP. CONNECTION, TYP. ��
<br /> GUARDRAIL BASE GLULAM STRINGER, _ „�� to WELD�,
<br /> ATTACHMENT
<br /> TYP 1. ALL JOINTS SHALL BE WELDED CONTINUOUSLY,
<br /> \ �� UNLESS OTHERWISE NOTED.
<br /> n• _ _ / © = 3/4"0 ECONOMY HEAD BOLT• 2. ALL BUTT JOINTS SHALL BE CJP, UNLESS
<br /> { 4_. 4_ + 4 � SPACED 5'-0" O.C. MAX. OTHERWISE NOTED.
<br /> 8 BOLTS MIN. BETWEEN 3. ALL STEEL JOINTS SHALL BE WELDED W1TH A
<br /> — -
<br /> _ tri•
<br /> �� PILE BENTS 5/16" FILLET, OR EQUIVALENT BEVEL, OR
<br /> _'
<br /> El
<br /> DBL
<br /> III-. =' == APPROVED EQUAL, UNLESS OTHERWISE NOTED.
<br /> � _
<br /> '1111 11
<br /> �j I / II II STRINGER GLULAM
<br /> I
<br /> I.
<br /> I // 1/2"t END PLATE II
<br /> II II
<br /> II
<br /> \ 1 III DBL HAP 8 EAL WELD, TYP. II II
<br /> II II
<br /> 7
<br /> PIPEPILE1 M PILE CAP
<br /> PILE CAPII' DBL HP
<br /> STIFFENER, TYP. PILE CAP
<br /> 3.-0" 17'-0"
<br /> TYP, WHARF
<br /> A PIPE PILE
<br /> 0 DETAIL
<br /> SCALE: 1" = 1'-0"
<br /> 3 STANDARD DBL HP PILE CAP ELEVATION
<br /> S3.02 SCALE: 1/2" = 1'-0"
<br /> U
<br /> 3
<br /> 0
<br /> of
<br /> 0
<br /> ,i GLULAM 3" 1/21 x 5"
<br /> v. GLB 6 3/4"x24" GLULAM STRINGER, TYP. 1/2• STIFFENER PLATE
<br /> 2'-0" BLOCKING BETWEEN EACH
<br /> R GUARDRAIL BASE GLULAM STRINGER GAP MODIFIED WT
<br /> PROVIDE SHORT SLOTTED
<br /> ATTACHMENT DBL STRINGER
<br /> 7 VERTICAL HOLE, TYP. DBL GLULAM
<br /> a GLB 6 3/4"x24" INIAM
<br /> TIMBER DECK 2" STRINGER, TYP. _ PROVIDECONNECSHORT
<br /> ORON, TP
<br /> W GLULAM RIM BOARD WT STRINGER 3"
<br /> 3" CONNECTION, TYP. PIPE PILE SLOTTED VERTICAL
<br /> 0 ..............---.....--- HOLE, TYP.
<br /> 0 3/4"0 ECONOMY HEAD �,, r TYp, BELOW 2" I
<br /> BOLT WITH SHORTz
<br /> =rim
<br /> 1/21 BASE
<br /> SLOTTED VERTICAL �� L b • 3"
<br /> PLATE, TYP.
<br /> HOLE, TYP. EMI-
<br /> al o 0 0 '
<br /> 1 � I`i
<br /> z
<br /> Co� MI 1 ,�D C�% 0 0 0 Z,
<br /> c� �,. o GLULAM i o o }
<br /> z / M �v _ 1 STRINGER 9
<br /> I ( ' . . 1 io
<br /> 0 1 1/2" --.�----- -- �.- ..
<br /> __T_
<br /> z I 111 , �I► — I I
<br /> i
<br /> m I WT STRINGER PILE CAP STIFFENER ' rAirr � I I
<br /> CLIP CORNERS, TYP. I
<br /> a L6x6x1/2 GLULAM I 1 CONNECTION1 3/4"0 BOLT EACH
<br /> RIM BOARD CONNECTION -ii."
<br /> ��------ L-- 1/2"
<br /> a I SIDE OF DBL HP
<br /> 0o, I DBL HP DBL HP PILE CAP PILE CAP / r 10" PILE CAP (2 TOTAL)
<br /> PILE CAP 4 STIFFENER, TYP. DBL HP
<br /> a l
<br /> r, WH�r, PIPE PILE 1/2i/ LHP PIPE PILE
<br /> 5/16/ \P� PILE CAP
<br /> PILE CAP WHARF
<br /> F WHARF
<br /> ./
<br /> PIPE PILE
<br /> 0.0
<br /> 3
<br /> I C SECTION G SECTION 41111 SECTION ® SECTION
<br /> ccJ 53.04 SCALE: 1" = 1'-0" S3.04 DECK AND GUARDRAIL NOT SHOWN FOR CLARITY. SCALE: 1" = 1'-0" DECK NOT SHOWN FOR CLARITY.
<br /> 0o SCALE: 1" = 1'-0" /
<br /> SCALE: 1" = i'-0" / `
<br /> La
<br /> 0 I
<br /> EIF THIS DRAWING IS NOT /J/
<br /> 0 22"x34" SCALE ACCORDINGLY.
<br /> PROJECT ENGINEER: SCALE: DWG. N ,
<br /> ce I PORT OF EVERETT S3.09
<br /> o PND INCORPORATED IS NOT RESPONSIBLE FOR SAFETY L1.IANgp T. BELSICK NOTED
<br /> Porto PROGRAMS,METHODS OR PROCEDURES OF OPERATION,OR THE ., � SEINER WHARF SEGMENT D &
<br /> ''' AP-STP DESIGNED BY: DATE:
<br /> CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. • , n
<br /> 1736 Fourth Avenue S.,Slim.1 WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT. ' %c r�'Ij, V. NGUYEN JUNE 13, 2016 CIP NO. 2-0-023-01
<br /> o / Irg ® ® S,pA.Washington96134 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF ,/,I !!!r PACIFIC RIM PLAZA PLATFORM 2-0-044-01. 6-8-001-09
<br /> • L a DRAWN BY: CHECKED BY:
<br /> _0 www.pnclengincas.com
<br /> INDUSTRY.NODRT
<br /> WIGS ARE FOR USE ON THIS PROJECT ONLY 0 4p+ y G. DEAN T. BELSICK PROJECT
<br /> ENGINEERS,INC. www.pndengincen:.am APPROVAAND AREL FROM PND.D DRAYANGSFOR SARE ALSO NOT TOE WITHOUT BEUSED mop ,393*�,,,G.2 NO. MR-CM-2016-06
<br /> o / P.O, BOX 538 I IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT ,IoNAL F'� APPROVED BY: SEGMENT
<br /> cv EVERETT,WA 98206 �D6/13 16 TB ISSUED fOR BID AND CONSTRUCTION
<br /> (425)259-3164 NO. DATE BY REVISION DIRECTLY OR INDIRECTLY TO PND. (0;4 SECTIONS
<br /> SHEET NO. 36 OF 71
<br />
|