ATTACH_11_Transmittal-Submittal__11_R-3_Gangway_Shop_Drawings.pdf

Project: Remove and Replace Railcar Pier, Channel

Islands National Park

A c ti o n S u b m it ta l

I n fo rm a ti o n a l S u b m it ta l

I te m N o

Specification

Section No.

P a ra g ra p h N o

Description of Item

(Size, Type, Name, Manufacturer, Use, Etc.)

N o o f C o p ie s S u b m it te d

C o n tr ib u te s t o m e e ti n g L

E E

D a n d /o r F e d

S u s t.

R e q

M e e ts

B u y A m e ri c a n A c t

R e q

A lt e rn a te M a te ri a ls P ro p o s e d

N o o f C o p ie s R e tu rn e d

A p p ro v e d

A p p ro v e d w it h

N o ta ti o n s

D is a p p ro v e d

R e s u b m it

A c c e p t

R e je c t

X 1 35 50 00 Revised R-3 Gangway Shop Drawings - Material

Submittal 1

Date To Contractor: r03/10

CM-16 TRANSMITTAL FORM - NATIONAL PARK SERVICE

Park:

Channel Islands National Park PMIS No.: N/A Contract No.:

P16PC00017

Date:

9/21/2016

Transmittal No.: 11 R-3

Sheet: 1 of: 14

Informational

Submittal

Contractor: Contractor:

Anderson Burton Construction, Inc.

NPS ACTIONSubcontractor / Supplier:

John S. Meek Company, Inc. / Topper Industries, Inc.

Recommended by:Contractor's Signature:

Action

Submittal

Date Received: Distribution: 1 copy each: CMR Interim, A/E, DSC, Contr.

Title: Date:

Title: Date:

Action by:

Approval of this submittal is subject to the provisions of the contract drawings and specifications. This action is for general concurrence only and the government is not responsible for errors or omissions

I hereby certify that this submittal has been reviewed for accuracy, completeness, and compliance with contract requirements (FAR 52.236-21)

Review Comments:

Title: Project Engineer

9/21/2016

ELEVATION VIEW

PLAN VIEW

DETAIL A

A

NO. DATE BY CHK REVISION DESCRIPTION

(360) 841-8320 (800) 332-DOCK

WOODLAND, WA 98674

PO BOX 2050

FAX (360) 841-8021

PROPRIETARY DESIGNS AND DATA THAT ARE THE SOLE PROPERTY OF

TOPPER INDUSTRIES, INC. ARE INCLUDED IN THIS DRAWING.

SIZE

B

DWG NO.

DATA AND INFORMATION CONTAINED HEREIN SHALL, OUTSIDE OF THE

RECIPIENT COMPANY, NOT BE USED FOR ANY PURPOSE EXCEPT AS

SPECIFICALLY AUTHORIZED BY TOPPER INDUSTRIES, INC.

8/24/2016

JC SL INITIAL RELEASE

6963-100

9/13/2016

JC SL PER RETURN SUBMITTAL

4'-6"x92' GANGWAY

SITE LAYOUT

SCORPION PIER

JOHN S. MEEK CO.

LONG BEACH, CA

INV

9/16/2016

JC SL PER CUSTOMER COMMENTS

9/21/2016

JC SL PER FUTURE CONDITION

1085 [90'-5"]

29 1/4

TOP OF DECK

ELEVATION SHORE END AT LOW WATER

NO. DATE BY CHK REVISION DESCRIPTION

(360) 841-8320 (800) 332-DOCK

WOODLAND, WA 98674

PO BOX 2050

FAX (360) 841-8021

PROPRIETARY DESIGNS AND DATA THAT ARE THE SOLE PROPERTY OF

TOPPER INDUSTRIES, INC. ARE INCLUDED IN THIS DRAWING.

SIZE

B

DWG NO.

DATA AND INFORMATION CONTAINED HEREIN SHALL, OUTSIDE OF THE

RECIPIENT COMPANY, NOT BE USED FOR ANY PURPOSE EXCEPT AS

SPECIFICALLY AUTHORIZED BY TOPPER INDUSTRIES, INC.

8/24/2016

JC SL INITIAL RELEASE

6963-110

9/13/2016

JC SL PER RETURN SUBMITTAL

4'-6"x92' GANGWAY

HIGH AND LOW WATER DRAWING

SCORPION PIER

JOHN S. MEEK CO.

LONG BEACH, CA

INV

9/16/2016

JC SL PER CUSTOMER COMMENTS

9/21/2016

JC SL PER FUTURE CONDITION

20 11/16 TRAVEL

HIGH WATER TO ACHIEVE LEVEL

GANGWAY WITH 18" FREEBOARD = 15.2'

TOP OF ABUTMENT = 17.4'

LOW WATER TO ACHIEVE 18' TIDAL

CHANGE = -2.8'

SHORE MOUNT SHOWN AS SURFACE MOUNT TO

CONNECT TO EXISING CONCRETE OR TIMBER PIER

ALL ANCHORS OR BOLTS SUPPLIED BY CUSTOMER

SEE DWG 00039 FOR SHORE MOUNT

SECTION A-A

DETAIL G1

DETAIL W2

DETAIL W1

DETAIL U1

SECTION W3-W3

SECTION D1-D1

DETAIL S1

A

A

MASTER PARTS LIST

MASSCUTDETAIL2CUTDETAIL1FILE NAMENOTECOMMENTSLENGTHSIZEMATERIALQTYDESCRIPTIONITEMCOMPONENTSORT

266.97708 lbmass Miter 45.00000 degTPR - Metal 8x4x.250 00000003.ipt 480 in8x4x.250ALUMINUM2RECT TUBE1 2350

269.22058 lbmass *Varies* 480 in8x4x.250ALUMINUM6RECT TUBE2CHORDS2350

93.87666 lbmass Miter 45.00000 degTPR - Metal 8x4x.250 00000001.ipt 171 3/8 in8x4x.250ALUMINUM2RECT TUBE3 2350

80.41563 lbmass TPR - Metal 8x4x.250 00000006.ipt 143 3/8 in8x4x.250ALUMINUM2RECT TUBE4 2350

20.81052 lbmassMiter 55.00000 degMiter 45.00000 deg*Varies* DWG 90543 7/8 in8x4x.250ALUMINUM4RECT TUBE5 2350

5.96872 lbmassCutMiter 55.00000 deg*Varies* DWG 90514 7/8 in8x4x.250ALUMINUM4RECT TUBE6 2350

48.235 lbmass Hoist Support Bridge.ipt DWG 25086 in6x6x.250ALUMINUM1SQUARE TUBE7 2400

13.446 lbmass Hoist Support Side Beams.ipt DWG 25024 in6x6x.250ALUMINUM2SQUARE TUBE8 2400

25.96909 lbmassCutCut*Varies*BAYS 1 TO 3, W/

GUSSETS

DWG 90576 7/16 in4x4x.250ALUMINUM4SQUARE TUBE9SIDE DIAGONAL2400

23.31123 lbmassCutCut*Varies*BAYS 1 TO 3, W/

GUSSETS

DWG 90568 5/16 in4x4x.250ALUMINUM8SQUARE TUBE10SIDE DIAGONAL2400

6.673 lbmass Drop Chord AL SQT 4x4x.250 - 21.ipt DWG 22021 in4x4x.250ALUMINUM2SQUARE TUBE, DROP CHORD11 2400

0.64426 lbmass Cut*Varies* DWG 9053 1/2 in4x4x.250ALUMINUM16SQUARE TUBE12 2400

0.53949 lbmass Cut*Varies* DWG 9052 15/16 in4x4x.250ALUMINUM8SQUARE TUBE13 2400

11.71439 lbmass *Varies* 42 in4x4x.188ALUMINUM38SQUARE TUBE14POST2400

14.99391 lbmassCutCut*Varies* DWG 90583 5/8 in4x4x.125ALUMINUM2SQUARE TUBE15BOTTOM DIAGONAL2400

13.73234 lbmassCutCut*Varies* DWG 90576 1/4 in4x4x.125ALUMINUM14SQUARE TUBE16 2400

12.04414 lbmassCutCut*Varies*BAYS 4 TO 9 W/

GUSSETS BAYS 4 &

5, EACH END

DWG 90568 5/16 in4x4x.125ALUMINUM24SQUARE TUBE17SIDE DIAGONAL2400

10.20551 lbmass *Varies* 54 in4x4x.125ALUMINUM18SQUARE TUBE18BRIDGE2400

0.33287 lbmass Cut*Varies* DWG 9053 1/2 in4x4x.125ALUMINUM16SQUARE TUBE19 2400

9.218 lbmass Slope Deck Bridge AL SQT 2x2x.250 - 54.00.ipt 54 in2x2x.250ALUMINUM1SQUARE TUBE20 2400

43.89466 lbmass *Varies* 480 in2x2x.125ALUMINUM3SQUARE TUBE21 2400

39.32230 lbmass *Varies* 430 in2x2x.125ALUMINUM3SQUARE TUBE22DECK SUPPORT2400

6.58420 lbmass *Varies* 72 in2x2x.125ALUMINUM3SQUARE TUBE23 2400

4.93815 lbmass TPR - Metal 2x2x.125 00000035.ipt 54 in2x2x.125ALUMINUM1SQUARE TUBE24 2400

4.694 lbmass Slope Deck Support AL SQT 2x2x.125 - 51.33334.ipt 51 5/16 in2x2x.125ALUMINUM3SQUARE TUBE25 2400

4.518 lbmass Slope Deck Support AL SQT 2x2x.125 - 49.4458.ipt DWG 90549 7/16 in2x2x.125ALUMINUM3SQUARE TUBE26 2400

6.58420 lbmass TPR - Metal 1 1_2x1 1_2x.250 00000034.ipt 54 in1 1/2x1

1/2x.250

ALUMINUM2SQUARE TUBE27 2405

0.531 lbmass Slope Deck Support AL SQT 1 1_2x1 1_2x.125 - 7.92542.ipt 7 15/16 in1 1/2x1

1/2x.125

ALUMINUM3SQUARE TUBE28 2405

0.161 lbmass

Slope Deck Support AL SQT 1 1_2x1 1_2x.125 - 2.43499.ipt DWG 9052 7/16 in1 1/2x1

1/2x.125

ALUMINUM3SQUARE TUBE29 2405

8.79013 lbmass

*Varies*ATTACHMENT, DWG

360 in1/2" SCH 40

ALUMINUM24PIPE30MIDRAIL2450.00.840

7.56928 lbmass *Varies* 310 in1/2" SCH 40ALUMINUM12PIPE31 2450.00.840

1.70919 lbmass *Varies* 70 in1/2" SCH 40ALUMINUM12PIPE32 2450.00.840

0.29300 lbmass *Varies* 12 in1/2" SCH 40ALUMINUM22PIPE33 2450.00.840

0.1435 lbmass Hinge Barrel AL SCH 40 - 1_2 - 5.875.ipt DWG 300, 5 7/8 in1/2" SCH 40ALUMINUM20TRANS PLATE BARREL34 2450.00.840

0.0595 lbmass Hinge Barrel AL SCH 40 - 1_2 - Short.ipt DWG 300, 2 7/16 in1/2" SCH 40ALUMINUM12TRANS PLATE BARREL35 2450.00.840

0.1278 lbmass Hoist Support Pipe Spacer.ipt DWG 2503 15/16 in3/4" SCH 40ALUMINUM4PIPE36 2450.01.050

31.30127 lbmass *Varies*ATTACHMENT, DWG

480 in1 1/4" SCH

ALUMINUM4PIPE37HANDRAIL2450.01.660

8.74235 lbmass TPR - Metal 1 1_4_ SCH 40 00000003.ipt 134 1/16 in

1 1/4" SCH

ALUMINUM2PIPE38 2450.01.660

1.2425 lbmass 00010 1 1_4 90 degree handrail return.ipt DWG 22018 3/4 in1 1/4" SCH

ALUMINUM490 RETURN, 0001039 2460

0.3509 lbmass Boss AL SCH 40 - 1 1_2 - 4.50.ipt DWG 220, 4 1/2 in1 1/2" SCH

ALUMINUM6PIPE, BOSS40 2465

3.028 lbmass Runoff Angle AL L2x2x1_4 - 23.5.ipt DWG 23033 1/2 inL2x2x1/4ALUMINUM2RUN-OFF ANGLE41 2550.2.0.0.250

1.097 lbmass Hoist Support Attachment Angle.ipt DWG 25012 inL2x2x1/4ALUMINUM8ANGLE42 2550.2.0.0.250

2.6337 lbmass Water Trans Mount.ipt DWG 30054 in1/4x2FBALUMINUM1TRANS MOUNT43 2650.0.25.2.0

0.366 lbmass AL 1_4x2FB - 7.50.ipt DWG 2107 1/2 in1/4x2FBALUMINUM16BACKER PLATE44 2650.0.25.2.0

0.146 lbmass AL 1_4x2FB -3.00.ipt DWG 2103 in1/4x2FBALUMINUM16BACKER PLATE45 2650.0.25.2.0

23.41049 lbmass *Varies*ATTACHMENT, DWG

240 in1/4x4FBALUMINUM6FLAT BAR46TOERAIL2650.0.25.4.0

18.53330 lbmass TPR - Metal 1_4x4FB 00000005.ipt 190 in1/4x4FBALUMINUM2FLAT BAR47 2650.0.25.4.0

11.68819 lbmass CutTPR - Metal 1_4x4FB 00000001.ipt DWG 905119 7/8 in1/4x4FBALUMINUM2FLAT BAR48 2650.0.25.4.0

6.82806 lbmass TPR - Metal 1_4x4FB 00000006.ipt 70 in1/4x4FBALUMINUM2FLAT BAR49 2650.0.25.4.0

5.2674 lbmass Shore Trans Mount.ipt DWG 30054 in1/4x4FBALUMINUM1TRANS MOUNT50 2650.0.25.4.0

0.946 lbmass Hoist Support Lifting Eye.ipt DWG 2505 1/2 in1/2x4FBALUMINUM2FLAT BAR51 2650.0.50.4.0

1.561 lbmass Hoist Support Side Beam Gusset.ipt DWG 2508 in1/2x8FBALUMINUM4FLAT BAR52 2650.0.50.8.0

0.709 lbmass Chord End Cap AL PLT 1_4x3 3_4 - 7.75.ipt DWG 2207 3/4 in1/4x3 3/4ALUMINUM4PLATE, END CAP53 2700.0.25.3.75

0.480 lbmass Drop Chord End Cap AL PLT 1_4x3 3_4 - 5.25.ipt DWG 2205 1/4 in1/4x3 3/4ALUMINUM2PLATE, END CAP54 2700.0.25.3.75

0.343 lbmass Chord End Cap AL PLT 1_4x3 3_4 - 3.75.ipt DWG 2203 3/4 in1/4x3 3/4ALUMINUM2PLATE, END CAP55 2700.0.25.3.75

0.123 lbmass Hoist Support Lifting Eye Reinforcement Disk.ipt DWG 2502 3/4 in1/4x2 3/4ALUMINUM4PLATE56 2700.0.250.02.750

11.608 lbmass Runoff AL PLT 1_4x12 - 24.ipt DWG 23034 in1/4x14ALUMINUM2RUN-OFF PLATE57 2700.0.250.14.000

113.0082 lbmass

Shore Trans Plate at Brige.ipt DWG 31051 1/2 in3/8x60ALUM 5052-H321TRANS PLATE, 0" BREAK58 2750

67.7967 lbmass

Water Trans Plate.ipt DWG 30051 1/2 in3/8x36ALUM 5052-H321TRANS PLATE59 2750

56.4938 lbmass

Water Trans Plate at Bridge.ipt DWG 31051 1/2 in3/8x30ALUM 5052-H321TRANS PLATE60 2750

22.6443 lbmass

Shore Trans Plate with Break.ipt DWG 30051 1/2 in1/4x18ALUM 5052-H321

TRANS PLATE, 1/2" BREAK61 2750

1.028 lbmass

Utility Hanger.ipt DWG 21018 inTOPPERALUMINUM16UTIL HANGER62 3550

0.172 lbmass 00011 TPR HANDRAIL BRKT 1 1_4.ipt DWG 2201 1/4 inTOPPERALUMINUM38HANDRAIL BRACKET, 0001163 3600

1.0130 lbmass Trans Axle 2 Holes.ipt 53 in1/2" DIAALUMINUM1TRANS AXLE65 3700.00.500

1.0130 lbmass Trans Axle 2 Holes.ipt DWG 30053 in1/2" DIAALUMINUM2TRANS AXLE64 3700.00.500

0.135 lbmass Isolator Bushing 00009 UHMW 1 1_2_ODx1 1_16_ID - 4.50.ipt DWG 220, 4 1/2 in1 1/2"ODx1

1/16"ID

UHMW, WHT8BUSHING, ISOLATOR, 0000966 4200

2.8958 lbmass Nose for 3_8 Trans Plate.ipt

DWG 30051 1/2 in3/4x4UHMW, BLK1TRANS NOSE, 3/8" TRANS PLT67 4300.0.75.04.0

1.632 lbmass Runoff Rub Block UHMW BLK 3_4x2 - 23.5.ipt DWG 23033 1/2 in3/4x2UHMW, BLK2RUN-OFF RUB STRIP68 4300.0.750.2.0

3.594 lbmass 6850 Skid UHMW BLK 1x12 - 9.00.ipt DWG 2309 in1x12UHMW, BLK2UHMW69 4300.1.0.12.0

9.682 lbmass Hoist Support Rub Block.ipt DWG 25024 in2x6UHMW, BLK2UHMW70 4300.2.0.06.0

74.5600 lbmass *Varies*ATTACHMENT, DWG

DWG 22052 1/8 in1x48FIBERGLASS22DECK, FIBERGRATE, 62% OPEN71DECK, LIGHT GRAY5400

74.5600 lbmass 62 Percent Open 40x52x1 Short.ipt DWG 22052 1/8 in1x39 13/16FIBERGLASS1DECK, FIBERGRATE, 62% OPEN72 5400

23.6041 lbmass 00005 Cast in Place Shore Mount for 4 in Drop Link.ipt 4" CHORDSTEEL, HDG2SHORE MOUNT ASSEMBLY, 0000573 6200

0.931 lbmass Shore Mount Gusset.ipt DWG 4005 in3/8x3FBSTEEL4FLAT BAR74 6600.0.375.3.0

3.081 lbmass Link Gwy Drop Link 00001 ST1_2x3FB - 8.ipt 8 in1/2x3FBSTEEL4DROP LINK, 0000175 6600.0.500.3.0

4.150 lbmass Shore Mounting Ear.ipt DWG 4007 in3/8x9STEEL4PLATE76 6650.0.375.9.00

2.939 lbmass 6850 Skid Side Plate ST PLT 1_2x8 - 3.3125.ipt DWG 2304 in1/2x8STEEL4PLATE77 6650.0.500.08.0

20.078 lbmass Shore Mount Base Plate.ipt DWG 40012 in1/2x12STEEL2PLATE78 6650.0.500.12.0

14.386 lbmass 6850 Skid Plate ST PLT 1_2x12 - 8.50.ipt DWG 2308 1/2 in1/2x12STEEL2PLATE79 6650.0.500.12.0

1.6067 lbmass Fixed Gwy 4 in Hinge Pin 00031 - 1x7.375.ipt DWG 4007 3/8 in1" DIASTEEL 41422HINGE PIN, 0003180 6800.01.00

1.5231 lbmass Link Gwy 4 in Hinge Pin 00006- 1x7.ipt 7 in1" DIASTEEL 41424HINGE PIN, 0000681 6800.1.00

1.4008 lbmass 6850 Skid Shoe Pin ST RND BAR 1 - 8.75.ipt DWG 2306 3/8 in1STEEL2ROUND BAR82 6850.01.000

0.102 lbmass ST BOLT - 3_8-16 UNC - 2.5.ipt DWG 2502 1/2 in3/8-16 UNCSTEEL, HDG8BOLT, HEX, A30783 8300.0.375

0.060 lbmass TPR ST BOLT - 3_8-16 UNC - 1.25.ipt DWG 2301 1/4 in3/8-16 UNCSTEEL, HDG6BOLT, HEX, A30784 8300.0.375

0.593 lbmass ST BOLT - 5_8-11 UNC - 5.5.ipt DWG 2505 1/2 in5/8-11 UNCSTEEL, HDG4BOLT, HEX, A30785 8300.0.625

0.018 lbmass TPR HDG HEX NUT - 3_8 - 16.ipt DWG 230 3/8-16 UNCSTEEL, HDG14NUT, HEX86 8400.0.375

0.083 lbmass HDG HEX NUT - 5_8 - 11.ipt DWG 250 5/8-11 UNCSTEEL, HDG4NUT, HEX87 8400.0.625

0.015 lbmass TPR HDG FLAT WSHR - 3_8.ipt DWG 230 3/8"STEEL, HDG14WASHER, FLAT88 8500.0.375

0.038 lbmass HDG FLAT WSHR - 1_2.ipt DWG 230 1/2"STEEL, HDG2WASHER, FLAT89 8500.0.500

0.113 lbmass All HDG Washer - 1 in.ipt DWG 400 1"STEEL, HDG14WASHER, F43690 8500.1.000

0.007 lbmass TPR HDG LOCK WSHR - 3_8.ipt DWG 230 3/8"STEEL, HDG14WASHER, LOCK91 8550.0.375

0.065 lbmass 18-8SS FH CAP SCREW - 1_2-13 UNC - 1.ipt DWG 2301 in1/2-13 UNC18-8SS8FLAT SOCKET CAP SCREW92 8600.0.50

0.033 lbmass ELCO BI-FLEX SS - #12-24 UNC - 2.50.ipt DWG 2202 1/2 in#12-24300 SERIES SS140SCREW, ELCO BI-FLEX93 8675.0.216.1.50

0.045 lbmass

TPR Deck Washer.ipt

DWG 220 TOPPER316SS140DECK WASHER94 9100

4.938 lbmass

Tranition Plate Stiffener AL L2.0x2.0x1_4 - 54.ipt 54 inL2x2x1/4

ALUMINUM3ANGLE95 9900.2.0.0.250

MAJOR COMPONENT LIST

NOTESIZEMATERIALDESCRIPTIONCOMPONENTITEM

8x4x.250ALUMINUMRECT TUBECHORDS2

BAYS 1 TO 3, W/ GUSSETS4x4x.250ALUMINUMSQUARE TUBESIDE DIAGONAL9

4x4x.188ALUMINUMSQUARE TUBEPOST14

4x4x.125ALUMINUMSQUARE TUBEBOTTOM DIAGONAL15

BAYS 4 TO 9 W/ GUSSETS BAYS 4 & 5, EACH END4x4x.125ALUMINUMSQUARE TUBESIDE DIAGONAL17

4x4x.125ALUMINUMSQUARE TUBEBRIDGE18

2x2x.125ALUMINUMSQUARE TUBEDECK SUPPORT22

ATTACHMENT, DWG 2201/2" SCH 40ALUMINUMPIPEMIDRAIL30

ATTACHMENT, DWG 2201 1/4" SCH 40ALUMINUMPIPEHANDRAIL37

ATTACHMENT, DWG 2201/4x4FBALUMINUMFLAT BARTOERAIL46

ATTACHMENT, DWG 2201x48FIBERGLASSDECK, FIBERGRATE, 62% OPENDECK, LIGHT GRAY71

G1

W2

W1

U1

W3 W3

D1

D1

S1 TYP, ALL SPLICES

NO. DATE BY CHK REVISION DESCRIPTION

(360) 841-8320 (800) 332-DOCK

WOODLAND, WA 98674

PO BOX 2050

FAX (360) 841-8021

PROPRIETARY DESIGNS AND DATA THAT ARE THE SOLE PROPERTY OF

TOPPER INDUSTRIES, INC. ARE INCLUDED IN THIS DRAWING.

SIZE

B

DWG NO.

DATA AND INFORMATION CONTAINED HEREIN SHALL, OUTSIDE OF THE

RECIPIENT COMPANY, NOT BE USED FOR ANY PURPOSE EXCEPT AS

SPECIFICALLY AUTHORIZED BY TOPPER INDUSTRIES, INC.

8/24/2016

JC SL INITIAL RELEASE

6963-200

9/13/2016

JC SL PER RETURN SUBMITTAL

4'-6"x92' GANGWAY

ELEVATION, PLAN AND SECTION VIEWS

SCORPION PIER

JOHN S. MEEK CO.

LONG BEACH, CA

INV

9/16/2016

JC SL PER CUSTOMER COMMENTS

9/21/2016

JC SL PER FUTURE CONDITIONAPPROXIMATE GANGWAY

WEIGHT = 7472 lbmass

INCLUDES TOPPER SUPPLIED SHORE MOUNT(S)GENERAL STRUCTURAL NOTES

CONFORMS TO 2010 ADM AND 2012 IBC.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL

STABILITY DURING CONSTRUCTION. THE STRUCTURE SHOWN

ON THE DRAWINGS HAS BEEN DESIGNED FOR STABILITY IN

THE FINAL CONFIGURATION ONLY.

LIVE LOAD: 100 PSF

CONCENTRATED LOAD: 400 LBS (1 SQ/FT AREA)

DEFLECTION: L/360 @ 50 PSF

WIND: (3 SEC), 105 MPH EXPOSURE D

EARTHQUAKE: CATEGORY D

NOTES

1. UNLESS OTHERWISE SPECIFIED:

- DIMENSIONS ARE IN INCHES.

- WELD SIZE IS EQUAL TO THICKNESS

OF THINNER PART WELDED.

2. APPLY FILLET WELD WHERE BOTTOM &

SIDE MEMBERS INTERSECT AT CHORD.

3. REFERENCE DWG 201 FOR PARTS LIST.

NOTES

1. UNLESS OTHERWISE SPECIFIED:

- DIMENSIONS ARE IN INCHES.

- WELD SIZE IS EQUAL TO THICKNESS

OF THINNER PART WELDED.

2. GALVANIZE STEEL TO ASTM A123.

3. REFERENCE DWG 201 FOR PARTS LIST.

FABRICATION NOTES

1. DIMENSIONS DO NOT INCLUDE END CAPS.

2. BREAK ALL SHARP EDGES.

3. PROVIDE 1/4" DRAIN HOLES IN BOTTOM OF

ALL CHORDS AND HANDRAILS AT BOTH ENDS.

FABRICATION NOTES

1. DIMENSIONS DO NOT INCLUDE END CAPS.

2. BREAK ALL SHARP EDGES.

3. PROVIDE 1/4" DRAIN HOLES IN BOTTOM END OF ALL

POSTS & SIDE DIAGONALS AND AT BOTTOM OF BOTH

ENDS OF ALL CHORDS, BRIDGES, BOTTOM DIAGONALS

AND HANDRAILS.

USE NOTES IF SITE LOCATION

IS NORTH OF SACRAMENTO

USE NOTES IF SITE LOCATION IS

IN OR SOUTH OF SACRAMENTO

P

R

E

L

I

M

I

N

A

R

Y

MOMENT

REACTION

NOTES

1. UNLESS OTHERWISE SPECIFIED:

- DIMENSIONS ARE IN INCHES.

- WELD DETAILS ARE SHOWN ON DWG 210.

2. REFERENCE DWG 201 FOR PARTS LIST.

CUT LIST (SEE DWG X9XX UNLESS NOTED)

REACTION = X KIPS

MOMENT = X KIP INCHES

EACH SIDE

STRUCTURAL MATERIAL:

ALUMINUM SHAPES: 6061-T6, MILL FINISH.

ALUMINUM TRANSITION PLATES: 5052-H32.

ALUMINUM HANDRAIL RETURNS: 6063-T563.

STEEL PLATES: ASTM A36

STEEL HSS: ASTM A500 GRADE B

Fy = 46 KSI

GALVANIZING: ASTM A123.

STRUCTURAL WELDING FABRICATION SHALL BE IN ACCORDANCE

WITH THE AA SPECIFICATIONS FOR ALUMINUM STRUCTURES.

WELD USING ALUMINUM FILLER METAL ER5356. FABRICATION,

WELDING, WELDING PROCEDURES AND INSPECTION SHALL

CONFORM TO AWS D1.2:2014 AND AWS D1.1:2010, AS APPLICABLE,

UNLESS OTHERWISE NOTED.

NSW INDICATES NON STRUCTURAL WELD - SHOP INSPECTION ONLY,

CWI INSPECTION NOT REQUIRED

UHMW INDICATES ULTRA HIGH MOLECULAR WEIGHT POLYETHYLENE.

NYLATRON INDICATES NYLATRON GSM NYLON, TYPE 6, MoS2 FILLED, CAST.

OR SOUTH IF AT HIGHER

ELEVATION

NOTES

1. UNLESS OTHERWISE SPECIFIED:

- DIMENSIONS ARE IN INCHES.

- WELD SIZE IS EQUAL TO THICKNESS

OF THINNER PART WELDED.

2. ALL HANDRAIL SPLICES HAVE AN

INTERNAL PIPE SPLICE CONNECTOR.

3. REFERENCE DWG 201 FOR PARTS LIST.

OWNER IS RESPONSIBLE FOR VERIFYING

ABUTMENT IS ADEQUATE TO SUPPORT THE

STATED REACTION AND MOMENT

HIGH AND LOW WATER LEVELS PER

NOBELTEC TIDES & CURRENTS

SOFTWARE VERSION 3.6.0.115

USE NOTES IF HANDRAIL

NOT ANODIZED

USE NOTES IF HANDRAIL

IS ANODIZED

STRUCTURAL MATERIAL:

ALUMINUM SHAPES: 6061-T6, MILL FINISH.

ALUMINUM TRANSITION PLATES: 5052-H32.

ALUMINUM ANODIZED HANDRAILS AND RETURNS: 6063-T563.

STEEL PLATES: ASTM A36

STEEL HSS: ASTM A500 GRADE B

Fy = 46 KSI

GALVANIZING: ASTM A123.

STRUCTURAL WELDING FABRICATION SHALL BE IN ACCORDANCE

WITH THE AA SPECIFICATIONS FOR ALUMINUM STRUCTURES.

WELD USING ALUMINUM FILLER METAL ER5356. FABRICATION,

WELDING, WELDING PROCEDURES AND INSPECTION SHALL

CONFORM TO AWS D1.2:2014 AND AWS D1.1:2010, AS APPLICABLE,

UNLESS OTHERWISE NOTED.

NSW INDICATES NON STRUCTURAL WELD - SHOP INSPECTION ONLY,

CWI INSPECTION NOT REQUIRED

UHMW INDICATES ULTRA HIGH MOLECULAR WEIGHT POLYETHYLENE.

NYLATRON INDICATES NYLATRON GSM NYLON, TYPE 6, MoS2 FILLED, CAST.

FASTEN WITH 1/4-20 FH SS

SCREWS AT 6" OC, GRIND

FLUSH WITH TOP OF PLATE

NOTES

1. UNLESS OTHERWISE SPECIFIED:

- DIMENSIONS ARE IN INCHES.

- WELD SIZE IS EQUAL TO THICKNESS OF

THINNER PART WELDED.

2. METALIZE TOP SURFACE OF TRANSITION PLATES:

GRADE 2, MEDIUM.

3. IF TRANSITION PLATE HAS BREAK, RADIUS IS 1/2"

4. BULLNOSE LEADING EDGE OF TRANSITION PLATE.

4. UNLESS UHMW NOSE IS USED, BULLNOSE

LEADING EDGE OF TRANSITION PLATE.

5. REFERENCE DWG 201 FOR PARTS LIST.

_____ INSPECTION REQUIRED

NOTES

1. UNLESS OTHERWISE SPECIFIED:

- DIMENSIONS ARE IN INCHES.

- WELD SIZE IS EQUAL TO THICKNESS

OF THINNER PART WELDED.

2. REFERENCE DWG 201 FOR PARTS LIST.

NOTES

1. UNLESS OTHERWISE SPECIFIED:

- DIMENSIONS ARE IN INCHES.

- WELD SIZE IS EQUAL TO THICKNESS

OF THINNER PART WELDED, MAX 5/16".

2. GALVANIZE STEEL TO ASTM A123.

3. REFERENCE DWG 201 FOR PARTS LIST.

52 1/8

3 7/8

TYP

37 5/8

47 9/16

41 1/2

46 3/4

70 70 60

TYP

14 EXTENSION

BOTH ENDS

1104 [92'-0"]

70 70 60 120

SLOPE DECK

13 3/4 END OF DECK

TO END OF HANDRAIL

BOTH ENDS

DECK SUPPORTS

1104 [92'-0"]

1132 [94'-4"] OVERALL

15 18 22

9 17 172

SHORE END DETAILS,

DWG 220

TRANSITION PLATE,

DWG 300 & 310

SHORE MOUNT,

DWG 400

SKID SHOES,

DWG 230

TRANSITION PLATE,

DWG 300 & 310

MANUFACTURES TAG

BOTH ENDS

PARTS LIST

SIZEMATERIALDESCRIPTIONITEM

8x4x.250ALUMINUMRECT TUBE1

8x4x.250ALUMINUMRECT TUBE2

8x4x.250ALUMINUMRECT TUBE3

8x4x.250ALUMINUMRECT TUBE4

8x4x.250ALUMINUMRECT TUBE5

8x4x.250ALUMINUMRECT TUBE6

4x4x.250ALUMINUMSQUARE TUBE9

4x4x.250ALUMINUMSQUARE TUBE10

4x4x.250ALUMINUMSQUARE TUBE, DROP CHORD11

4x4x.250ALUMINUMSQUARE TUBE12

4x4x.250ALUMINUMSQUARE TUBE13

4x4x.188ALUMINUMSQUARE TUBE14

4x4x.125ALUMINUMSQUARE TUBE15

4x4x.125ALUMINUMSQUARE TUBE16

4x4x.125ALUMINUMSQUARE TUBE17

4x4x.125ALUMINUMSQUARE TUBE18

4x4x.125ALUMINUMSQUARE TUBE19

2x2x.250ALUMINUMSQUARE TUBE20

2x2x.125ALUMINUMSQUARE TUBE21

2x2x.125ALUMINUMSQUARE TUBE22

2x2x.125ALUMINUMSQUARE TUBE23

2x2x.125ALUMINUMSQUARE TUBE24

2x2x.125ALUMINUMSQUARE TUBE25

2x2x.125ALUMINUMSQUARE TUBE26

1 1/2x1 1/2x.250ALUMINUMSQUARE TUBE27

1 1/2x1 1/2x.125

ALUMINUMSQUARE TUBE28

1 1/2x1 1/2x.125

ALUMINUMSQUARE TUBE29

1/2" SCH 40

ALUMINUMPIPE30

1/2" SCH 40

ALUMINUMPIPE31

1/2" SCH 40ALUMINUMPIPE32

1/2" SCH 40ALUMINUMPIPE33

1/2" SCH 40ALUMINUMTRANS PLATE BARREL34

1/2" SCH 40ALUMINUMTRANS PLATE BARREL35

1 1/4" SCH 40ALUMINUMPIPE37

1 1/4" SCH 40ALUMINUMPIPE38

1 1/4" SCH 40ALUMINUM90 RETURN, 0001039

1 1/2" SCH 40ALUMINUMPIPE, BOSS40

L2x2x1/4ALUMINUMRUN-OFF ANGLE41

1/4x2FBALUMINUMTRANS MOUNT43

1/4x2FBALUMINUMBACKER PLATE44

1/4x2FBALUMINUMBACKER PLATE45

1/4x4FBALUMINUMFLAT BAR46

1/4x4FBALUMINUMFLAT BAR47

1/4x4FBALUMINUMFLAT BAR48

1/4x4FBALUMINUMFLAT BAR49

1/4x4FBALUMINUMTRANS MOUNT50

1/4x3 3/4ALUMINUMPLATE, END CAP53

1/4x3 3/4ALUMINUMPLATE, END CAP54

1/4x3 3/4ALUMINUMPLATE, END CAP55

1/4x14ALUMINUMRUN-OFF PLATE57

3/8x60ALUM 5052-H32TRANS PLATE, 0" BREAK58

3/8x36ALUM 5052-H32TRANS PLATE59

PARTS LIST

SIZEMATERIALDESCRIPTIONITEM

3/8x30ALUM 5052-H32TRANS PLATE60

1/4x18ALUM 5052-H32TRANS PLATE, 1/2" BREAK61

TOPPERALUMINUMUTIL HANGER62

TOPPERALUMINUMHANDRAIL BRACKET, 0001163

1/2" DIAALUMINUMTRANS AXLE64

1 1/2"ODx1 1/16"IDUHMW, WHTBUSHING, ISOLATOR, 0000966

3/4x4UHMW, BLKTRANS NOSE, 3/8" TRANS PLT67

3/4x2UHMW, BLKRUN-OFF RUB STRIP68

1x12UHMW, BLKUHMW69

1x48FIBERGLASSDECK, FIBERGRATE, 62% OPEN71

1x39 13/16FIBERGLASSDECK, FIBERGRATE, 62% OPEN72

4" CHORDSTEEL, HDGSHORE MOUNT ASSEMBLY, 0000573

3/8x3FBSTEELFLAT BAR74

1/2x3FBSTEELDROP LINK, 0000175

3/8x9STEELPLATE76

1/2x8STEELPLATE77

1/2x12STEELPLATE78

1/2x12STEELPLATE79

1" DIASTEEL 4142HINGE PIN, 0003180

1" DIASTEEL 4142HINGE PIN, 0000681

1STEELROUND BAR82

3/8-16 UNCSTEEL, HDGBOLT, HEX, A30784

3/8-16 UNCSTEEL, HDGNUT, HEX86

3/8"STEEL, HDGWASHER, FLAT88

1/2"STEEL, HDGWASHER, FLAT89

1"STEEL, HDGWASHER, F43690

3/8"STEEL, HDGWASHER, LOCK91

1/2-13 UNC18-8SSFLAT SOCKET CAP SCREW92

#12-24300 SERIES SSSCREW, ELCO BI-FLEX93

TOPPER316SSDECK WASHER94

L2x2x1/4ALUMINUMANGLE95

NO. DATE BY CHK REVISION DESCRIPTION

(360) 841-8320 (800) 332-DOCK

WOODLAND, WA 98674

PO BOX 2050

FAX (360) 841-8021

PROPRIETARY DESIGNS AND DATA THAT ARE THE SOLE PROPERTY OF

TOPPER INDUSTRIES, INC. ARE INCLUDED IN THIS DRAWING.

SIZE

B

DWG NO.

DATA AND INFORMATION CONTAINED HEREIN SHALL, OUTSIDE OF THE

RECIPIENT COMPANY, NOT BE USED FOR ANY PURPOSE EXCEPT AS

SPECIFICALLY AUTHORIZED BY TOPPER INDUSTRIES, INC.

8/24/2016

JC SL INITIAL RELEASE

6963-201

9/13/2016

JC SL PER RETURN SUBMITTAL

4'-6"x92' GANGWAY

PARTS LIST

SCORPION PIER

JOHN S. MEEK CO.

LONG BEACH, CA

INV

9/16/2016

JC SL PER CUSTOMER COMMENTS

9/21/2016

JC SL PER FUTURE CONDITION

INDUSTRIES

WOODLAND, WA

1-800-332-DOCK

MFG. DATE

MFG. NO.

LIVE LOAD

PSF

WEIGHT

1 13/16"

8 1/8"

NAMEPLATE SPECIFICATIONS:

1. MATERIAL IS ANODIZED ALUMINUM,

.020" THICK, ADHESIVE BACKED &

RIVETED, BACKGROUND COLOR BLUE.

2. GANGWAY DATA STAMPED.

NO. DATE BY CHK REVISION DESCRIPTION

(360) 841-8320 (800) 332-DOCK

WOODLAND, WA 98674

PO BOX 2050

FAX (360) 841-8021

PROPRIETARY DESIGNS AND DATA THAT ARE THE SOLE PROPERTY OF

TOPPER INDUSTRIES, INC. ARE INCLUDED IN THIS DRAWING.

SIZE

B

DWG NO.

DATA AND INFORMATION CONTAINED HEREIN SHALL, OUTSIDE OF THE

RECIPIENT COMPANY, NOT BE USED FOR ANY PURPOSE EXCEPT AS

SPECIFICALLY AUTHORIZED BY TOPPER INDUSTRIES, INC.

8/24/2016

JC SL INITIAL RELEASE

6963-100

9/13/2016

JC SL PER RETURN SUBMITTAL

4'-6"x92' GANGWAY

WELD DETAILS

SCORPION PIER

JOHN S. MEEK CO.

LONG BEACH, CA

INV

9/16/2016

JC SL PER CUSTOMER COMMENTS

9/21/2016

JC SL PER FUTURE CONDITION

NOTES

1. UNLESS OTHERWISE SPECIFIED:

- DIMENSIONS ARE IN INCHES.

- WELD SIZE IS EQUAL TO THICKNESS

OF THINNER PART WELDED.

2. REFERENCE DWG 201 FOR PARTS LIST.

CENTERED

ON BRIDGE

DECK SUPPORT

BRIDGE

SECTION D1-D1

TYPICAL DECK SUPPORT TO BRIDGE

DETAIL S1

TYPICAL SPLICE

5/16

CHORD

BACKER PLATE

DETAIL G1

TYPICAL GUSSET

GUSSET

SIDE DIAGONAL

CHORD

AA

BRIDGE

DETAIL U1

TYPICAL UTILITY HANGER

UTILITY HANGER

CENTERED ON BRIDGE

BRIDGE

SECTION A-A

2-8

2-8

FLUSH WITH BOTTOM

UTILITY HANGER

POST

DETAIL W1

TOP CHORD

SIDE DIAGONAL

DETAIL W2

SIDE DIAGONAL

POST

BOTTOM CHORD

BOTTOM DIAGONAL

BOTTOM DIAGONAL

BRIDGE

POST

SIDE DIAGONAL

BOTTOM CHORD

SECTION W3-W3

DECK ATTACHMENT DETAILS

SHORE END/DROP CHORD DETAILS

DIMENSIONS DO NOT INCLUDE END CAPS

NO. DATE BY CHK REVISION DESCRIPTION

(360) 841-8320 (800) 332-DOCK

WOODLAND, WA 98674

PO BOX 2050

FAX (360) 841-8021

PROPRIETARY DESIGNS AND DATA THAT ARE THE SOLE PROPERTY OF

TOPPER INDUSTRIES, INC. ARE INCLUDED IN THIS DRAWING.

SIZE

B

DWG NO.

DATA AND INFORMATION CONTAINED HEREIN SHALL, OUTSIDE OF THE

RECIPIENT COMPANY, NOT BE USED FOR ANY PURPOSE EXCEPT AS

SPECIFICALLY AUTHORIZED BY TOPPER INDUSTRIES, INC.

8/24/2016

JC SL INITIAL RELEASE

6963-220

9/13/2016

JC SL PER RETURN SUBMITTAL

4'-6"x92' GANGWAY

HANDRAIL, MIDRAIL, TOERAIL & DECK DTLS

SCORPION PIER

JOHN S. MEEK CO.

LONG BEACH, CA

INV

9/16/2016

JC SL PER CUSTOMER COMMENTS

9/21/2016

JC SL PER FUTURE CONDITION

TYPICAL HANDRAIL ATTACHMENT

END ELEVATION VIEW

INSIDE ELEVATION VIEW

3/16

3/16

HANDRAIL BRACKET

HANDRAIL

POST

HANDRAIL

1 9/16

3/16

3/16

POST

HANDRAIL RETURN

PLAN VIEW

NO WELD,

SEE NOTE 2

90° RETURN

TOP CHORD

EXTENSION POST

HANDRAIL

HANDRAIL

90° RETURN

1/4

POST

TOP CHORD

INSIDE ELEVATION VIEW

MIDRAIL ATTACHMENT

NYLON

END CAP

EXTENSION POST

1 1/4 MIN

ALL POSTS

AND DIAGONALS

SIDE DIAGONAL

MIDRAIL

POST

MID OF END POST

POST

MIDRAIL

NOTES

1. UNLESS OTHERWISE SPECIFIED:

- DIMENSIONS ARE IN INCHES.

- WELD SIZE IS EQUAL TO THICKNESS

OF THINNER PART WELDED.

2. ALL HANDRAIL SPLICES HAVE AN

INTERNAL PIPE SPLICE CONNECTOR.

3. REFERENCE DWG 201 FOR PARTS LIST.

MID OF END POST

TOERAIL

TOERAIL ATTACHMENT

1 1/4" MIN

POST

1 1/4" MIN

ALL POSTS AND

SIDE DIAGONALS

END POST

SIDE DIAGONAL

52 1/8

4 4

39 13/16

BEND LINE

1104 [92'-0"]

71 72

93 94

ATTACH FASTENERS TO (2) OUTSIDE SUPPORTS,

APPLY 1/8" NEOPRENE BETWEEN DECK AND

CENTER DECK SUPPORT, ENTIRE LENGTH

SHORE END

WATER (SLOPED) END

SLOPE

BOSS DETAILS

EXTEND BOSS 1/4" EACH SIDE

DROP CHORD

END CAP

NSW, TYP

END CAPS

ISOLATOR BUSHING

54 2

SEE BOSS DETAIL

1 1/2

SEE BOSS DETAIL

ELEVATION VIEW END ELEVATION VIEW

SKID SHOE ASSEMBLY

END ELEVATION VIEW

SKID SHOE

END ELEVATION VIEW

SKID SHOEW SIDE PLATE

SKID SHOE AXLE

CHORD PREP

NO. DATE BY CHK REVISION DESCRIPTION

(360) 841-8320 (800) 332-DOCK

WOODLAND, WA 98674

PO BOX 2050

FAX (360) 841-8021

PROPRIETARY DESIGNS AND DATA THAT ARE THE SOLE PROPERTY OF

TOPPER INDUSTRIES, INC. ARE INCLUDED IN THIS DRAWING.

SIZE

B

DWG NO.

DATA AND INFORMATION CONTAINED HEREIN SHALL, OUTSIDE OF THE

RECIPIENT COMPANY, NOT BE USED FOR ANY PURPOSE EXCEPT AS

SPECIFICALLY AUTHORIZED BY TOPPER INDUSTRIES, INC.

8/24/2016

JC SL INITIAL RELEASE

6963-230

9/13/2016

JC SL PER RETURN SUBMITTAL

4'-6"x92' GANGWAY

SKID SHOE AND RUN-OFF PLATE DETAILS

SCORPION PIER

JOHN S. MEEK CO.

LONG BEACH, CA

INV

9/16/2016

JC SL PER CUSTOMER COMMENTS

9/21/2016

JC SL PER FUTURE CONDITION

NOTES

1. UNLESS OTHERWISE SPECIFIED:

- DIMENSIONS ARE IN INCHES.

- WELD SIZE IS EQUAL TO THICKNESS

OF THINNER PART WELDED.

2. GALVANIZE STEEL TO ASTM A123.

3. REFERENCE DWG 201 FOR PARTS LIST.

RUN-OFF PLATE ASSEMBLY

ATTACHMENT (EPOXY) OR

FASTENED (HOLES) MODIFIED BY CUSTOMER

ALL BOLTS OR EPOXY IS SUPPLIED BY CUSTOMER

3x 7/16 THRU

1 1/8x7/16

84868891

NSW

NO WELD ON FRONT

FACE OF ANGLE

1x45° CHAMFER

BOTH ENDS

13 3/4

1/4 33 1/2 1/4

1/4

4x , FB: DRILL @ TAP 1/2x13NC FOR

1/2"x1" 18-8 SS FLAT SOCKET

HEAD CAP SCREW

UHMW: DRILL 9/16" THRU, COUNTERSINK

FOR ABOVE SCREWS, 15/16 9/16

SIDE ELEVATION VIEW

2 1/4

6 1/4

1/2

2 1/4

2 1/4

8 1/2

SKID SHOE AXLE

SKID SHOE

SIDE ELEVATION VIEW

1 15/16 1 15/164 5/8

8 1/2

EAR TO

PLATE

79 79

77 77

44°

14°

2 1/8

3 1/8

1 1/16 THRU

3/8

6 3/8

9/32 THRU FOR

1/4" COTTER PIN

1 1/2

BOSS EXTENDS

1/4" EACH SIDE

40 66

R2

NOTE:

SKID SHOE IS DESIGNED TO

ACCOMMODATE AT LEAST 18' OF

ELEVATION CHANGE FROM TOP OF

ABUTMENT TO TOP OF FLOAT

NO. DATE BY CHK REVISION DESCRIPTION

(360) 841-8320 (800) 332-DOCK

WOODLAND, WA 98674

PO BOX 2050

FAX (360) 841-8021

PROPRIETARY DESIGNS AND DATA THAT ARE THE SOLE PROPERTY OF

TOPPER INDUSTRIES, INC. ARE INCLUDED IN THIS DRAWING.

SIZE

B

DWG NO.

DATA AND INFORMATION CONTAINED HEREIN SHALL, OUTSIDE OF THE

RECIPIENT COMPANY, NOT BE USED FOR ANY PURPOSE EXCEPT AS

SPECIFICALLY AUTHORIZED BY TOPPER INDUSTRIES, INC.

8/24/2016

JC SL INITIAL RELEASE

6963-240

9/13/2016

JC SL PER RETURN SUBMITTAL

4'-6"X92' GANGWAY

SLOPE END DETAILS

SCORPION PIER

JOHN S. MEEK CO.

LONG BEACH, CA

INV

9/16/2016

JC SL PER CUSTOMER COMMENTS

9/21/2016

JC SL PER FUTURE CONDITION

3 7/8

13 5/16

66 9/16

282526

272720182418

30 37 33 39

10 9/16

14 13/16

19 1/2

24 1/4

33 11/16

38 5/8

42 13/16

272927282025182626184

NOTES

1. UNLESS OTHERWISE SPECIFIED:

- DIMENSIONS ARE IN INCHES.

- WELD SIZE IS EQUAL TO THICKNESS

OF THINNER PART WELDED.

2. REFERENCE DWG 201 FOR PARTS LIST.

SHORE END

WATER END

TRANS AXLE

BREAK DETAIL

NO. DATE BY CHK REVISION DESCRIPTION

(360) 841-8320 (800) 332-DOCK

WOODLAND, WA 98674

PO BOX 2050

FAX (360) 841-8021

PROPRIETARY DESIGNS AND DATA THAT ARE THE SOLE PROPERTY OF

TOPPER INDUSTRIES, INC. ARE INCLUDED IN THIS DRAWING.

SIZE

B

DWG NO.

DATA AND INFORMATION CONTAINED HEREIN SHALL, OUTSIDE OF THE

RECIPIENT COMPANY, NOT BE USED FOR ANY PURPOSE EXCEPT AS

SPECIFICALLY AUTHORIZED BY TOPPER INDUSTRIES, INC.

8/24/2016

JC SL INITIAL RELEASE

6963-300

9/13/2016

JC SL PER RETURN SUBMITTAL

4'-6"x92' GANGWAY

TRANSITION PLATE WHEN GANGWAY DETAILS

SCORPION PIER

JOHN S. MEEK CO.

LONG BEACH, CA

INV

9/16/2016

JC SL PER CUSTOMER COMMENTS

9/21/2016

JC SL PER FUTURE CONDITION

NOTES

1. UNLESS OTHERWISE SPECIFIED:

- DIMENSIONS ARE IN INCHES.

- WELD SIZE IS EQUAL TO THICKNESS OF

THINNER PART WELDED.

2. METALIZE TOP SURFACE OF TRANSITION PLATES:

GRADE 2, MEDIUM.

3. IF TRANSITION PLATE HAS BREAK, RADIUS IS 1/2"

4. UNLESS UHMW NOSE IS USED, BULLNOSE

LEADING EDGE OF TRANSITION PLATE.

5. REFERENCE DWG 201 FOR PARTS LIST.

TRANS NOSE DETAILS

FASTEN WITH 1/4-20 FH SS

SCREWS AT 6" OC, GRIND

FLUSH WITH TOP OF PLATE

1/8

3/4

1 1/2

3/8

TYPICAL WELD DETAILS

1" EACH END

FULL LENGTH

ALT WELD BETWEEN

PLATE AND FB AT

FINGER JOINT

TRANS MOUNT

TRANSITION

PLATE

TRANS PLATE

BARREL

BRIDGE

DECK SUPPORT

DECK

(2) BETWEEN

DECK SUPPORTS

15/16

6 1/16

52 1/8

HOLD

15/16

6 1/8

TYP

TRANS MOUNT TO

DECK SUPPORT

15/16

6 1/16

52 1/8

HOLD

6 1/8

TYP

15/16

END OF CHORD

TO TRANS MOUNT

END OF CHORD

TO TRANS MOUNT

1/4

2 1/4

2 1/4

10 13/16

6 1/8

TYP

51 1/2

51 1/2

1/4

2 1/4

2 1/4

10 13/16

6 1/8

TYP

59 67

TRANS NOSE

1/4

1/4

2x 9/64 THRU FOR

1/8" SS COTTER PINS

NOTE:

THESE TRANSITION PLATES ARE

SHIPPED LOOSE AND TO BE USED

WHEN GANGWAY IS MOVED TO

PERMANENT LOCATION

1/2

SHORE END PLAN VIEW

WATER END PLAN VIEW

ELEVATION VIEW

BOTTOM PLAN VIEW

NO. DATE BY CHK REVISION DESCRIPTION

(360) 841-8320 (800) 332-DOCK

WOODLAND, WA 98674

PO BOX 2050

FAX (360) 841-8021

PROPRIETARY DESIGNS AND DATA THAT ARE THE SOLE PROPERTY OF

TOPPER INDUSTRIES, INC. ARE INCLUDED IN THIS DRAWING.

SIZE

B

DWG NO.

DATA AND INFORMATION CONTAINED HEREIN SHALL, OUTSIDE OF THE

RECIPIENT COMPANY, NOT BE USED FOR ANY PURPOSE EXCEPT AS

SPECIFICALLY AUTHORIZED BY TOPPER INDUSTRIES, INC.

8/24/2016

JC SL INITIAL RELEASE

6963-310

9/13/2016

JC SL PER RETURN SUBMITTAL

4'-6"x92' GANGWAY

TRANSITION PLATE WHEN BRIDGE DETAILS

SCORPION PIER

JOHN S. MEEK CO.

LONG BEACH, CA

INV

9/16/2016

JC SL PER CUSTOMER COMMENTS

9/21/2016

JC SL PER FUTURE CONDITION

NOTES

1. UNLESS OTHERWISE SPECIFIED:

- DIMENSIONS ARE IN INCHES.

- WELD SIZE IS EQUAL TO THICKNESS OF

THINNER PART WELDED.

2. METALIZE TOP SURFACE OF TRANSITION PLATES:

GRADE 2, MEDIUM.

3. BULLNOSE LEADING EDGE OF TRANSITION PLATE.

4. REFERENCE DWG 201 FOR PARTS LIST.

1/4

2 1/4

6 1/8

TYP

2 1/4

1" EACH END

FULL LENGTH

1/4

51 1/251 1/2

2 1/4

2 1/4

6 1/8

TYP

1" EACH END

FULL LENGTH

34 3558

3534 60

13 3/4

13 3/4

3-6

3-6

45°

PERSPECTIVE VIEW

SIDE ELEVATION VIEW

PLAN VIEW

END ELEVATION VIEW

NO. DATE BY CHK REVISION DESCRIPTION

(360) 841-8320 (800) 332-DOCK

WOODLAND, WA 98674

PO BOX 2050

FAX (360) 841-8021

PROPRIETARY DESIGNS AND DATA THAT ARE THE SOLE PROPERTY OF

TOPPER INDUSTRIES, INC. ARE INCLUDED IN THIS DRAWING.

SIZE

B

DWG NO.

DATA AND INFORMATION CONTAINED HEREIN SHALL, OUTSIDE OF THE

RECIPIENT COMPANY, NOT BE USED FOR ANY PURPOSE EXCEPT AS

SPECIFICALLY AUTHORIZED BY TOPPER INDUSTRIES, INC.

8/24/2016

JC SL INITIAL RELEASE

6963-400

9/13/2016

JC SL PER RETURN SUBMITTAL

4'-6"x92' GANGWAY

SHORE MOUNT (TEMPORARY)

SCORPION PIER

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LONG BEACH, CA

INV

9/16/2016

JC SL PER CUSTOMER COMMENTS

9/21/2016

JC SL PER FUTURE CONDITION

58 70

3/4" BOLTS

NOT SUPPLIED

80 90

SHORE MOUNT ASSEMBLY

4 1/2

7 1/8

3 1/2

12 5

1 1/2

74 74

4 1/2

R2

1 1/16 THRU

1/2

4x 7/8 THRU

NOTES

1. UNLESS OTHERWISE SPECIFIED:

- DIMENSIONS ARE IN INCHES.

- WELD SIZE IS EQUAL TO THICKNESS

OF THINNER PART WELDED, MAX 5/16".

2. GALVANIZE STEEL TO ASTM A123.

3. REFERENCE DWG 201 FOR PARTS LIST.

FRONT ELEVATION VIEW

PLAN VIEW

MASTER PARTS LIST

MASSCUTDETAIL2CUTDETAIL1FILE NAMENOTECOMMENTSLENGTHSIZEMATERIALQTYDESCRIPTIONITEMCOMPONENTSORT

12.375 lbmassShore Mt ST L6x4x3_8 x 12.00.ipt12 inL6x4x3/8STEEL1SHORE MOUNT ANGLE16250.6.0.4.0.0.375

7.107 lbmassLink Gwy 4 in Shore Tube ST Sq Tube 4x4x.375 - 5.ipt5 in4x4x.375STEEL1SHORE MOUNT TUBE26350

1.0203 lbmassLink Gwy 4 in Boss ST SCH 40 - 1 1_2x4.5.ipt4 1/2 in1 1/2" SCH

STEEL1BOSS PIPE36700.01.900

1.5509 lbmassCast Mt ST DBA 5_8 DIA - 18.ipt18 in5/8"STEEL2DBA46900

PARTS LIST

COMMENTSSIZEMATERIALQTYDESCRIPTIONITEM

L6x4x3/8STEEL1SHORE MOUNT ANGLE1

4x4x.375STEEL1SHORE MOUNT TUBE2

1 1/2" SCH 40STEEL1BOSS PIPE3

5/8"STEEL2DBA4

NO. DATE BY CHK REVISION DESCRIPTION

(360) 841-8320 (800) 332-DOCK

WOODLAND, WA 98674

PO BOX 2050

FAX (360) 841-8021

PROPRIETARY DESIGNS AND DATA THAT ARE THE SOLE PROPERTY OF

TOPPER INDUSTRIES, INC. ARE INCLUDED IN THIS DRAWING.

SIZE

B

PART NO.

DATA AND INFORMATION CONTAINED HEREIN SHALL, OUTSIDE OF THE

RECIPIENT COMPANY, NOT BE USED FOR ANY PURPOSE EXCEPT AS

SPECIFICALLY AUTHORIZED BY TOPPER INDUSTRIES, INC.

6/16/2016

JC SL INITIAL RELEASE

00005

CAST-IN PLACE DROP LINK

SHORE MOUNT FOR 4" CHORD

INV

NOTES

1. UNLESS OTHERWISE SPECIFIED:

- DIMENSIONS ARE IN INCHES.

- BEVEL ROUND BAR EDGES.

- WELD SIZE IS EQUAL TO THICKNESS

OF THINNER PART WELDED.

NOTES

1. UNLESS OTHERWISE SPECIFIED:

- DIMENSIONS ARE IN INCHES.

- BEVEL ROUND BAR EDGES.

- WELD SIZE IS EQUAL TO THICKNESS

OF THINNER PART WELDED, MAX 5/16".

REACTION = X KIPS

MOMENT = X KIP INCHES

EACH SIDE

OWNER IS RESPONSIBLE FOR VERIFYING

ABUTMENT IS ADEQUATE TO SUPPORT

THE STATED REACTION AND MOMENT

APPROX WEIGHT = 24 lbmass

NOTES

1. UNLESS OTHERWISE SPECIFIED

DIMENSIONS ARE IN INCHES.

2. STEEL IS ASTM A36.

3. GALVANIZE TO ASTM A123.

12 1/2

4 1/2

5 1/2

R4 3/8

5/16

5/16

BOTH SIDES

3 1/2

1 2 3

3 2 1

1/2

2 1/2

1/4 EXTENSION

4 1/2

1/4 EXTENSION

USED IF FUTURE ABUTMENT

IS NEW CONCRETE

ELEVATION

END ELEVATION

PLAN

MASTER PARTS LIST

MASSCUTDETAIL2CUTDETAIL1FILE NAMENOTECOMMENTSLENGTHSIZEMATERIALQTYDESCRIPTIONITEMCOMPONENTSORT

11.938 lbmassSurface Shore Mount Angle ST L6.0x4.0x3_8 - 12.ipt12 inL6x4x3/8STEEL1SHORE MOUNT ANGLE16250.6.0.4.0.0.375

8.1276 lbmassLink Gwy 4 in Shore Tube Weldment 00007.ipt5 in4x4x.375STEEL1SHORE MT TUBE WELDMENT, 000072SHORE MT TUBE

WELDMENT, 00007

3.050 lbmassSurface Shore Mount Strap ST 3_8x2FB - 10.ipt10 in3/8x3FBSTEEL

SHORE MOUNT STRAP36600.0.375.3.0

PARTS LIST

COMMENTSLENGTHSIZEMATERIALQTYDESCRIPTIONITEM

12 in L6x4x3/8

STEEL1SHORE MOUNT ANGLE1

10 in 3/8x3FB

STEEL1SHORE MOUNT STRAP3

5 in4x4x.375STEEL1SHORE MT TUBE WELDMENT, 000072

NO. DATE BY CHK REVISION DESCRIPTION

(360) 841-8320 (800) 332-DOCK

WOODLAND, WA 98674

PO BOX 2050

FAX (360) 841-8021

PROPRIETARY DESIGNS AND DATA THAT ARE THE SOLE PROPERTY OF

TOPPER INDUSTRIES, INC. ARE INCLUDED IN THIS DRAWING.

SIZE

B

PART NO.

DATA AND INFORMATION CONTAINED HEREIN SHALL, OUTSIDE OF THE

RECIPIENT COMPANY, NOT BE USED FOR ANY PURPOSE EXCEPT AS

SPECIFICALLY AUTHORIZED BY TOPPER INDUSTRIES, INC.

9/8/16

JC SL INITIAL RELEASE

00039

SURFACE MOUNT DROP LINK SHORE

MOUNT ASSEMBLY FOR 4" CHORDS

INV

NOTES

1. UNLESS OTHERWISE SPECIFIED:

- DIMENSIONS ARE IN INCHES.

- BEVEL ROUND BAR EDGES.

- WELD SIZE IS EQUAL TO THICKNESS

OF THINNER PART WELDED.

NOTES

1. UNLESS OTHERWISE SPECIFIED:

- DIMENSIONS ARE IN INCHES.

- BEVEL ROUND BAR EDGES.

- WELD SIZE IS EQUAL TO THICKNESS

OF THINNER PART WELDED, MAX 5/16".

REACTION = X KIPS

MOMENT = X KIP INCHES

EACH SIDE

OWNER IS RESPONSIBLE FOR VERIFYING

ABUTMENT IS ADEQUATE TO SUPPORT

THE STATED REACTION AND MOMENT

APPROX WEIGHT = 23 lbmass

NOTES

1. UNLESS OTHERWISE SPECIFIED

DIMENSIONS ARE IN INCHES.

2. STEEL IS ASTM A36.

3. GALVANIZE TO ASTM A123.

NOTES

1. UNLESS OTHERWISE SPECIFIED

DIMENSIONS ARE IN INCHES.

2. ALUMINUM IS 6061-T6.

2x 13/16 FOR 3/4" BOLTS

SUPPLIED BY CUSTOMER

2x 13/16 FOR 3/4" BOLTS

SUPPLIED BY CUSTOMER

1/2

2 1/2

3 1/2

5/16

2 4

4 1/2

1 1/2

21213

3 1

USED IF FUTURE ABUTMENT IS

EXISTING CONCRETE OR TIMBER