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� � �
<br /> � � -4--2x6 TREATED TIMBER
<br /> E�
<br /> EXISTING CONCRETE BUILDING—�- � �t�.;7.. . ,�,,,, EXISTING CONCRETE WALL
<br /> WALL TO BE PROTECTED � 2X4 TREATED TIMBER
<br /> 6 ;�..�, `
<br /> - 5'-0" CAULK BETWEEN DECK AND CONCRETE
<br /> SS #10 SCREWS, TYP
<br /> z
<br /> � 4X4 GUARD POST �
<br /> @ 4'-0" O.C.
<br /> N
<br /> I (
<br /> D
<br /> I ( -—-—- --------------—-�,
<br /> 5/8"� GALVANIZED � _ � ANCHOR
<br /> S TE E L E P 0 X Y � ----------�___---__.__,,:
<br /> ;'
<br /> � I ANCHORS
<br /> ;.� 2X8 TREATED TIMBER DECKING W/WASHERS, @ �
<br /> II @ 45°, ATTACH WITH (2) MAX 2'-0" O.C. �
<br /> STAINLESS STEEL #10 SCREWS u�,�u�,u��«m.� 2X4 TREATED TIMBER ATTACH TO
<br /> A T E A C H J 01 N T S TR I N G E R ��,rn�:�,:.�,,,.�;,:7,. � ,_ __---------------------�-.
<br /> EVERY POST WITH (2) STAINLESS \; � ANCHOR
<br /> ( I - '
<br /> 4X8 TREATED STEEL #10 SCREWS, TYP. ------- -------___
<br /> TIMBER JOIST 4" MIN. �
<br /> I �_
<br /> � \
<br /> I ---------- �� ��l }� 7 STRINGER z
<br /> I GALVANIZED JOIST HANGER, SIMPSON STRONG TIE �
<br /> -- - - - / HGUS48 OR EQUAL INSTALLED AS SHOWN, TYP. -
<br /> � N
<br /> STAGGER ANCHOR BOLTS, MAX 2'-0" SPACING
<br /> 4x8 TREATED � � TREATED TIMBER DECKING BETWEEN STAGGERED BOLTS, TYP.
<br /> TIMBER RIM JOIST —�/�- GALVANIZED STEEL HOLD-DOWN ANCHOR,
<br /> SIMPSON STRONG TIE HD3B OR EQUAL 7 DETAIL
<br /> 4X8 TREATED 4X8 TREATED TIMBER LEDGER, FULL 2" MIN. LEDGER ATTACHMENT
<br /> TIMBER STRINGERS LENGTH ATTACHED TO EXISTING TO CONCRETE WALL
<br /> BUILDING WITH EPDXY ANCHORS
<br /> E X f S TI N G 6 x 12 LE D G E R, ___________.____._____.________.____ ��i
<br /> 0 3 6
<br /> PROTECT IN-PLACE SHIM WITH GALVANIZED PLATE --- --- - ----- °� ° �
<br /> �
<br /> BETWEEN TOP OF WALL AND WALKWAY 2-1 /2" MIN. � SCALE IN INCHES
<br /> TO PROVIDE LEVEL SURFACE, NAIL
<br /> SHIMS WITH MIN (4) 16d GALVANIZED - ---- ---- - -- -
<br /> NAILS TO EXISTING TIMBER LAGGING
<br /> �� � GUARD POST
<br /> --♦—EXISTING TIMBER 2 MIN. STRINGER ALIGN GUARD POST AT I ''��
<br /> EXISTING 16x16—�► LAGGING WALL 4x8 TREATED STRINGER LOCATIONS ' ; RIM JOIST
<br /> TIMBER WALER PROTECT-IN-PLACE TIMBER RIM JOIST M I N. (2) 5/8"� G A L V A N I Z E D S T E E L
<br /> PROTECT IN-PLACE THROUGH-BOLTS AND WASHERS, TYP. �
<br /> �
<br /> 6 DETAIL
<br /> - GUARD POST TO I ' �� �
<br /> RIM JOIST �
<br /> ; I
<br /> 5 DETAIL o 6 � 2 ! ; '
<br /> � i
<br /> 9 10 WALKWAY �; ' �
<br /> SCALE IN INCHES �
<br /> O REPLA 1 EMENT 2 Q- , -- , _.�
<br /> �
<br /> SCALE IN FEET �4X4 TREATED TIMBER POST GALVANIZED STEEL ANGLE, SIMPSON
<br /> ����
<br /> GALVANIZED STEEL STRONG TIE ML26Z OR EQUAL
<br /> EXISTING GROUND SURFACE � o�° ! GALVANIZED POST BASE SIMPSON HOLD-DOWN ANCHOR
<br /> �
<br /> c� � � ! STRONG TIE PB44 OR EQUAL
<br /> ; � ' ° �----- --------------------
<br /> 12H• 1� '
<br /> .
<br /> , ----------------------
<br /> - - - - - - _ - - � - � ' �_ � _ � - _ _ _ - _ _ _ - -
<br /> � .
<br /> �=�
<br /> z --- ------------- -----
<br /> �
<br /> QUIKRETE CONCRETE MIX OR EQUAL, N STRINGER
<br /> �
<br /> FOLLOW MANUFACTURER'S
<br /> RECOMMENDATION FOR INSTALLATION
<br /> GENERAL NOTES ; : ` - :
<br /> �J(> >U�.�OuL��,�O � � �� �OC.�U`,<�C.��i��. >>
<br /> : v�b�� u�� ��� ,'�o�� ��;:�< � 4 MiN. �RavE� 8 DETAIL
<br /> 1 . ALL CONNECTIONS, BOLTS, NAILS, AND HARDWARE SHALL BE HOT DIPPED GALVANIZED STEEL, -'`���,?�-��;����;<���?-;����;-��,n,-�-�� � 9 10 GUARD POST
<br /> ����� �.� � :_ _L_
<br /> _�_ .� _
<br /> UNLESS NOTED OTHERWISE. TO RIM JOIST
<br /> 2. ALL SAWN LUMBER SHALL BE MINIMUM #1 WEST COAST DOUGLAS-FIR. ALL SAWN LUMBER
<br /> SHALL BE INCISED AND PRESSURE-TREATED WITH ACZA TO 0.6 PCF IN ACCORDANCE WITH 18"b 0 3 6
<br /> AWPA STANDARD U1 , USE CATEGORY 4C. ALL CUTTING, DRILLING AND OTHER FABRICATION �O DETAIL SCA�E IN INCHES
<br /> SHALL BE PERFORMED, UNLESS OTHERWISE APPROVED, PRIOR TO PRESSURE TREATING. ANY
<br /> FIELD DRILLING OR OTHER DAMAGE TO THE PRESSURE TREATMENT SHALL BE FIELD REPAIRED 9 10 POST SUPPORT
<br /> USING TWO HEAVY COATS OF COPPER NAPTHENATE IN ACCORDANCE WITH AWPA M4.
<br /> 3. CONTRACTOR SHALL USE MANUFACTURER'S RECOMMENDED SCREWS AND NAILS FOR ALL 0 6 12
<br /> CONNECTORS UNLESS NOTED OTHERWISE.
<br /> SCALE IN INCHES
<br /> 6 �II "" PROJECT ENGINEER: SCALE: ^ DWG. N0.
<br /> � COAST SZ HARBOR A. PORT rORT 4F EVERETT
<br /> � ENGINEERING ER AS NOTED � O
<br /> O� A Division of Hatch Mott MacDonald �E P�LI
<br /> v 110 JAMES ST, STE 101 EDMONDS, WA 98020 �� WAS `as DESIGNED BY: DATE:
<br /> PH 425-778-2542 • FAX 425-778-6883 hw�� ,. � ��' A. P 0 R TE R 6/2 7/16 S O U T H T E R M I N A L B U L K H EA D C I P N 0.
<br /> �� � RENOVATION SITE A
<br /> VERETT DRAWN BY: CHECKED BY: ( 1 1 -0-031 -02
<br /> �, T. MORRISON S. PHILLIPS � � PROJECT N0.
<br /> .
<br /> P.O. BOX 538 �, 34b56 ,9
<br /> EVERETT, WA982o6 ����5�����" APPROVED BY: WALKWAY QETAIL MT-ST-2016-04
<br /> (425)259-3164 N0. DATE BY REVISION N0. DATE BY REVISION oN'�' JOHN K. � � SHEET N0.
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