|
� � � � � � � � �
<br /> 3„ ,A, ,A, 3„ ,A, >A, 3„ ,A, ,A� 3►,
<br /> STEEL TOP 3/4" STD 3" STD TOP
<br /> PEDESTAL, RAIL MOUNT HORIZONTAL 1 1/2"x1/2"t MIDDLE 5/16" OD SS CABLE RAIL PIPE, TYP.
<br /> TYP. PLATE, TYP. PIPE, TYP. 3 1 j2"x1"t SUPPORT PLATE WITH AND TURNBUCKLE
<br /> STEEL POST, TYP. 3/4" RADIUS AT ASSEMBLY, TYP.
<br /> ENDS, TYP. —I 1"t TOP PLATE � � �
<br /> 6 � 2 „ 1/4"t BACKING C_
<br /> �� � TYP. 3/4 CHAMFER PLATE BEYOND,
<br /> �� ( �� I TOP RAIL SEAL WELD ALL
<br /> ( � I �� I PIPE, TYP. AROUND INTERIOR,
<br /> � � � _r _ I I �. TYP. — —
<br /> � �
<br /> � � I I �
<br /> � � I
<br /> ( ( I � I FULL FACE I I I I
<br /> � I I
<br /> ( I I I MA�CHINED DADO� I I �' THRU SLOT L� — —
<br /> _ _ _ _ _ � 1/2 WIDE, 5/16 1/2" WIDE, TYP.
<br /> — I o I � o � DEEP, TYP. � 6 1 4" 6 1 4" l 2 SPCS�AT» I �
<br /> I � � 3 1/2 - 7
<br /> _ � RECESSED LUMINAIRE I I 1/4"t BACKING I I
<br /> g SUPPLY BOX FRAME WITH PLATE BEYOND, �- -� I
<br /> � SEAL WELD ALL � / \
<br /> SINGLE POST C1 .16 SS CABLE THRU DOUBLE POST A � DOOR FOR ELECTRICAL � AROUND, TYP.
<br /> BASE PLATE, PLATE, TYP. BASE PLATE, TYP. C1 .16 __ OUTLETS. MODEL N0. 8292 I ( � � I
<br /> TYP. BY ACORN ENGINEERING
<br /> COMPANY OR APPROVED � I I I
<br /> GUARDRAIL ELEVATION EQuA�. INSTALL PER
<br /> SCALE: 3/4" = 1'-0" MANUFACTURER'S � � HSS18x18x0.375 � ( �
<br /> SPECIFICATIONS � STEEL PEDESTAL I
<br /> � � i � I �
<br /> � THRU CUT I
<br /> STEEL STEEL POST, PARTIAL FACE MACHINED ( I I I I
<br /> PEDESTAL, TYP. TYP. DADO, TYP. I
<br /> �
<br /> HSS18x18x0.625 � I o I I
<br /> SINGLE POST a TOP RAIL DOUBLE POST SINGLE POST STEEL PEDESTAL ° I ( I
<br /> BASE P�ATE, TYP.
<br /> � PIPE, TYP. BASE PLATE, TYP. BASE PLATE, TYP. � MACHINED RECESS, � - - - �
<br /> 0 0 � � � o I � 0 5/16" DEEP , , � �
<br /> 0 0 0 0
<br /> � a 3 8" 3 1/8"
<br /> — — 5�1� TYP.
<br /> 1'-6"
<br /> TOP RAIL MOUNT FULL FACE MACHINED
<br /> PLATE, TYP. DADO, TYP. PEDESTAL 0 P T I 0 N A O PT I O N B
<br /> �, No�: GUARDRAIL PLAN BASE PLATE
<br /> o SS CABLES, HORIZONTAL PIPES SCAI.E: 3 4" - 1'-0" SEE OPTION A FOR
<br /> � _ INFORMATION NOT SHOWN
<br /> �' AND MIDDLE SUPPORT PLATES
<br /> �
<br /> v NOT SHOWN FOR CLARITY. � STEEL PEDESTAL ELEVATION
<br /> WELD NOTES:
<br /> 0 1. ALL JOINTS SHALL BE WELDED --
<br /> � CONTINUOUSLY, UNLESS OTHERWISE NOTED.
<br /> � 2. ALL BUTT JOINTS SHALL BE CJP, UNLESS
<br /> � OTHERWISE NOTED.
<br /> � 3. ALL WELDS SHALL BE 3/16" FILLET, OR
<br /> � EQUIVALENT BEVEL, OR APPROVED EQUAL,
<br /> 0 1'-5 1/4" 1,_2„ 6» UNLESS OTHERWISE NOTED.
<br /> � 3»
<br /> � 8 5�8,�
<br /> o „ 3
<br /> " TYP.
<br /> °° 3 TYP.
<br /> � ....—._
<br /> v 5"� ELECTRICAL ACCESS TYP. BACKING
<br /> Q HOLE, CHAMFER EDGES PLATE GUARDRAIL SCHEDULE
<br /> W 1/8" TOP AND BOTTOM � U � w
<br /> � � THRU SLOT, �'E LOCAT10N DIMENSION 'A' NUMBER OF �A' PANELS
<br /> = a �- � � � � TYP. I SEGMENT C 3'-7 1/2"f 6
<br /> � � � � �
<br /> z a � "' ►�}"- "' � II SEGMENT C 3,_9>,f 6
<br /> w � �, STEEL POST,
<br /> STEEL POST, III SEGMENT C 3'-2 1/4"f 6
<br /> o - _� >, SHOWN DASHED » SHOWN DASHED
<br /> Z 1"t PLATE � � HSS STEEL NOTE:
<br /> a � � � TYP. LONG SLOTTED TYP. SHORT SLOTTED PEDESTAL (1) CONTRACTOR SHALL FIELD VERIFY AS-BUILT CONDITIONS TO ENSURE PROPER FIT OF THE
<br /> Z °O HOLE FOR 3/4"� HOLE FOR 3/4"� OVERALL GUARDRAIL LENGTHS SHOWN ON PLANS.
<br /> z BOLT, TYP. BOLT, TYP. (2) SEE C1.14 FOR GUARDRAIL TYPE LOCATION.
<br /> Q LONG SLOTTED
<br /> � HOLE FOR 3/4"� 4 5 8�► �� „ (3) COR7TFOR IDETAILIII GUARDRAIL, DIMENSION 'A' VARES AT THE TERMINATION PANEL. SEE
<br /> � BOLT, TYP. 1 t PLATE 1 t PLATE
<br /> TYP.
<br /> i
<br /> � HSS STEEL PEDESTAL BASE PLATE DOUBLE POST BASE PLATE SINGLE POST BASE PLATE C SECTION
<br /> 0
<br /> o SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1 '-0" -- SCALE: 3" = 1 '-0"
<br /> �
<br /> �
<br /> w
<br /> �
<br /> W RECORD DRAWIN
<br /> w IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY.
<br /> 0
<br /> � PROJECT ENGINEER: SCALE: PORT OF EVERETT DWG. NO.
<br /> o PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY T. BELSICK NOTED C� . � 5
<br /> a a PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE
<br /> CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. DEs�GNE� BY: DATE: W A T E R F R 0 N T P LA C E C E N T R A L
<br /> o � O� � T� 173G FourthAvenue S.SuiteA WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, �:. �:AST�NA JUN. 2016 ' ClP N0. 2_0_045_01, 6_8_001_06,
<br /> � � � � � Seattle,Washington 98134 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF F I S H E R M A N S H A R B 0 R 6 8 001 07, 6 H OO� O8
<br /> � `- ERE�� P: 206.624.1387 / INDUSTRY. DRAWWGS ARE FOR USE ON THIS PROJECT ONLY �RAwN BY: CHECKED eY:
<br /> 00 / � ENGINEERS INC. www, nden ' eers.com � g��5/�8 JBK RECORD DRAWING AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN D. McDONALD T. BELSICK PROJECT PD-WP-2016-01
<br /> � � P.O. BOX 538 � p � APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED APPROVED BY: G U A R D R A I L S E C T I 0 N S N0.
<br /> � � QO 6f30/16 �BK fSSUED FOR BID AND CONSTRUCT10N IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT
<br /> oj EVERETT, WA 98206 SHEET N0. 50.1 �F 195
<br /> � � �425� 259-3164 N0. DATE BY REVISION DIRECT�Y OR [NDIRECTLY TO PND. A N D D E TA I LS
<br />
|