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99,-5„
<br /> 5 � � PROPOSED WALKWAY EXI STING TIMBER PILES (BELOW)
<br /> 9 � � �-- 4'-0" ON CENTER, TYP.
<br /> EXISTING TIMBER LAGGING (BELOW)
<br /> ,
<br /> ���� � , �: , �. . , ,� � � � � � �
<br /> a r a � a � a r � d a � n a � � y ti o a � e 6 a o n n c � � n n . n � tl o � c x
<br /> EXISTING DRAIN PIPE DECKING
<br /> 2'-0", MAX.
<br /> EXISTING BUI�DING � �
<br /> CONCRETE ANCHOR 6" EA SIDE OF LEDGER JOINT, TYP.
<br /> 4 EXISTING BUILDING
<br /> 3 PLAN VIEW ANCHOR BOLT, TYP. -
<br /> FOOTPRINT
<br /> - NEW WALKWAY
<br /> GALVANIZED STEEL CONNECTION AT
<br /> 0 4 8
<br /> GUARDRAIL JOINT, TYP
<br /> 3'-0" 2'-0" SCALE IN FEET 2'-11 " 2'-11 "
<br /> GUARDRAIL PIPE EXTENSION SEE B RIM JOIST 8
<br /> 1 .9 g g � 9 10 GUARDRAIL POST, TYP
<br /> -' GALV. STEEL ANGLE
<br /> , , \ i' EXISTING TIMBER WALER
<br /> ,;
<br /> �� EXISTWG TIMBER LEDGER
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<br /> ----- -_ -- ----
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<br /> ----- - -------- J 01 S TS TO B E
<br /> � -- ----_____
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<br /> GALV. STEEL PLATE 1 /4"X8" CONNECTED WITH
<br /> W/(2) 5/8"� STEEL BOLTS GALVANIZED STEEL STRINGER
<br /> � ANGLE, SIMPSON
<br /> �, THROUGH EACH RIM JOIST STRONG THE ML26Z
<br /> ,, OR EQUAL ALL FOUR JOIST �
<br /> � �, CORNERS, TYP �
<br /> � N
<br /> O
<br /> I
<br /> � , �; :: � g / �
<br /> GUARDRAIL �
<br /> 9 10 EXISTING TIMBER LAGGING
<br /> � � 1
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<br /> � _--;�- -__
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<br /> _--
<br /> SHIM W/ �' 4X4 TREATED\ � �
<br /> GALV. FRAMING ANGLE SIMPSON LEDGER TREATED TIMBER TIMBER POST
<br /> T
<br /> �
<br /> STRONG IE LS90Z OR E UAL
<br /> Q
<br /> _ �,;
<br /> � � SHIM W/
<br /> � � I I�j ��' TREATED TIMBER
<br /> �
<br /> „ ��
<br /> (2) 5�8 4� GALV. STEEL � �! � ����
<br /> � , ._, < <:
<br /> THROUGN-BOLTS AND `S' \ .__. ' ._, . GALV. FRAMING ANGLE SIMPSON
<br /> WASHERS BETWEEN STRINGER ' 1 '-2" -�I EXISTING DRAIN PIPE STRONG TIE LS90Z OR EQUAL
<br /> AND 4X4 POST, TYP. ' � O G�R.
<br /> � �
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<br /> _____ �
<br /> ��, �
<br /> 9
<br /> 9 10
<br /> S ,, EXISTING BUILDING
<br /> 4X4 TREATED TIMBER POST ��' , �°
<br /> rL
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<br /> , i�'
<br /> DECKING NOT SHOWN � 4 DETAIL
<br /> FOR C�ARITY - WALKWAY END GENERAL NOTES
<br /> 0 1 2 1 . AT JOIST SP�ICES PROVIDE (2) GAL�ANIZED TIE
<br /> 3 DETAIL PLATES SIMPSON STRONG TIE TP47 OR EQUAL.
<br /> SCALE IN FEET 2. NO SPICES ARE ALLOWED FOR STRINGERS.
<br /> _ WALKWAY END 3. CONTRACTOR SHALL USE MANUFACTURER'S
<br /> RECOMMENDED SCREWS AND NAILS FOR ALL
<br /> 0 1 2 CONNECTORS UNLESS NOTED OTHERWISE.
<br /> SCALE IN FEET
<br /> � COAST $Z HARBOR �I��' PROJECT ENGINEER: SCALE: PORT OF EVERETT DWG. N0.
<br /> � ENGINEERING �� �L A. PORTER AS NOTED �
<br /> �� A Division of Hatch Mott MacDonald �' P I1°s DESIGNED BY: DATE:
<br /> Or O � 110 JAMES ST_STE 101 EDMONDS, WA 98020 � �4WASNl� A. PORTER 6 27 16 SOUTH TERMINAL BULKHEAD
<br /> PH 425 778 2542 • FAX 425 778 6883 �4i � � C I P N 0.
<br /> ` RENOVATION SITE A
<br /> VERETT DRAWN BY: CHECKED BY: 1 -0-031 -02
<br /> T. MORRISON S. PHILLIPS � PROJECT N0.
<br /> P.O. BOX 538 q �i
<br /> 3+#�i56
<br /> EVERETT, WA98206 � °�'����'IS'I'��'G�;�" APPROVED BY: MT-ST-2016-04
<br /> (425)259-3164 N0. DATE BY REVISI N N . ����"�`� �OHN K. WALKWAY DETAILS 1 SHEET N0.
<br /> 0 0 DATE BY REVISION
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