Attachment_-_Drawings-Pictures.pdf
PDF 3 MB Posted
- Attached to
- Dock Replacement Federal contract opportunity
- Solicitation number
- 140P6424B0005
About this file
This document appears to be solicitation information for a federal contract opportunity related to the Dock Replacement project for the Apostle Islands National Lakeshore in Bayfield, Wisconsin. The National Park Service is issuing an Invitation for Bid (IFB) with a solicitation number of 140P6424B0005. The project magnitude is estimated between $500,000 and $750,000, and it will be awarded as a firm-fixed price contract. The work involves the removal/demolition of an existing dock and installation of a new dock. It is a 100% set-aside for total small businesses under the NAICS code 237990. A site visit is required, and the construction wage rate requirements for Bayfield County, Wisconsin will apply. Interested offerors must have a Unique Entity Identifier (UEI) number and be registered and active in the System for Award Management (SAM) prior to the solicitation close date.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Sol_140P6424B0005_Amd_0001.pdf | ||
| Questions_and_Answers_0001.pdf | ||
| Revised_Specifications_-_16_Apr_2024_0001.pdf | ||
| Sol_140P6424B0005.pdf | ||
| Attachment_-_Notice_to_Contractors.pdf | ||
| Bid_Schedule_-_Dock_Replacement.xlsx | XLSX spreadsheet | |
| Specifications_-_Dock_Replacement.pdf | ||
| Wage_Determination_-_Bayfield_Co.pdf | ||
| Bid_Schedule_-_Dock_Replacement.pdf | ||
| Attachment_-_Construction_Contract_Admin.pdf | ||
| B08_Solicitation_-_Limitations_on_Subcontracting_Report.xlsx | XLSX spreadsheet |
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Text version
Div. 1 V. 2023-11-11 Page | 18
PHOTOGRAPHS AND MAPS
Picture 1
Manitou Dock Looking North
Page | 19
Map 1
Page | 20
Picture 2
Page | 21
Picture 3 Exsisting Crib Profile
Page | 22
General Dimensions of old dock.
MANITOU ISLAND DOCK REHABILITATION
APOSTLE ISLANDS NATIONAL LAKESHORE
MANITOU ISLAND DOCK REHABILITATION
APOSTLE ISLANDS NATIONAL LAKESHORE
PROJECT LOCATION
N
MANITOU ISLAND DOCK
WISCONSIN, UNITED STATES
FINAL CONSTRUCTION DOCUMENTS
DECEMBER 2023
APOSTLE ISLANDS NATIONAL LAKESHORE
N
COVER SHEET
OVERVIEW
MANITOU ISLAND DOCK
DRAWING INDEX
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SUB SHEET NO
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A/E FIRM
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NATIONAL PARK
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SERVICE
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COVER
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CRIB LAYOUT
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ELEVATIONS
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DOCK DETAILS
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DOCK DETAILS
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PLAN
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GENERAL NOTES
MANITOU ISLAND DOCK REHABILITATION
APOSTLE ISLANDS NATIONAL LAKESHORE
CLEATS
GENERAL STRUCTURAL STEEL WOOD DECKING, SKIRT BOARD AND JOIST NOTES TIMBER CRIB MEMBERS
GENERAL NOTES
G-1
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- CLEATS SHALL BE REMOVED AND REINSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. CLEATS SHALL BE REMOVED AND REINSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. - CLEATS SHALL BE CLEANED AND COATED AS DESCRIBED: CLEATS SHALL BE CLEANED AND COATED AS DESCRIBED: ALL SURFACES TO BE COATED SHALL BE SAND-BLASTED IN PREPARATION FOR APPLICATION OF THE COATING. SAND-BLASTING SHALL BE TO NEAR WHITE METAL, AT LEAST EQUIVELENT TO A COMMERCIAL BLAST AS DEFINED BY SSPC-SP10. ALL SURFACES TO BE COATED MUST BE COMPLETELY DRY, FREE OF MOISTURE, SOIL, DUST, AND GRIT AT THE TIME THE COATING IS APPLIED. - CLEATS SHALL BE FINISHED WITH TWO COATS, EACH 2 MIL DFT, OF DURA-PLATE 235 PW EPOXY PRIMER AND CLEATS SHALL BE FINISHED WITH TWO COATS, EACH 2 MIL DFT, OF DURA-PLATE 235 PW EPOXY PRIMER AND ONE COAT, 2 MIL DFT, OR ACROLON 218 HS ACRYLIC POLYURETHANE BY SHERWIN-WILIAMS COMPANY OR APPROVED EQUAL - CLEATS SHALL BE SHERWIN-WILLIAMS SAFETY YELLOW SW4084 OR APPROVED EQUAL CLEATS SHALL BE SHERWIN-WILLIAMS SAFETY YELLOW SW4084 OR APPROVED EQUAL - COATING SHALL BE APPLIED PER MANUFACTURER'S SPECIFICATIONS. COATING SHALL BE APPLIED PER MANUFACTURER'S SPECIFICATIONS. - ANY COATING DAMAGED FROM FASTENERS OR DURING INSTALLATION SHALL BE FIELD REPAIRED WITH THE ANY COATING DAMAGED FROM FASTENERS OR DURING INSTALLATION SHALL BE FIELD REPAIRED WITH THE APPROPRIATE COATING PER THE MANUFACTURER'S RECOMMENDATIONS
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- ELEVATIONS SHOWN, EXCEPT AS NOTED, ARE BASED ON THE 1985 LAKE SUPERIOR INTERNATIONAL GREAT ELEVATIONS SHOWN, EXCEPT AS NOTED, ARE BASED ON THE 1985 LAKE SUPERIOR INTERNATIONAL GREAT LAKES DATUM (IGLD). ON GENERAL ARRANGEMENT DRAWINGS, ELEVATIONS ARE ALSO SHOWN RELATIVE TO THE IGLD LOW-WATER DATUM (LWD). THE IGLD LOW-WATER DATUM (LWD) IS 601.1 FT. THE IGLD ORDINARY HIGH-WATER MARK (OHWM) IS 603.1 FT. EXISTING WATER ELEVATIONS MAY VARY ABOVE AND BELOW THE IGLD OHWM AND LWD, RESPECTIVELY, THROUGHOUT THE DURATION OF THE PROJECT. VARIATIONS ABOVE THE OHWM AND BELOW THE LWD ARE GENERALLY DUE TO ENVIRONMENTAL CHANGES, I.E. RAINFALL, WIND, RUNOFF, PRESSURE, AND CYCLICAL CHANGES IN WATER LEVELS. - ALL PLAN DIMENSIONS ON THE DRAWINGS ARE MEASURED IN A TRUE HORIZONTAL PLANE UNLESS NOTED OTHERWISE. - ALL MATERIALS AND INSTALLATION MUST MEET THE STANDARD SPECIFICATIONS LISTED IN THE DESIGN CRITERIA SECTION OF THE STRUCTURAL NOTES AND THE PROJECT SPECIFICATIONS. - OPENINGS AND PENETRATIONS NOT SHOWN IN THE CONTRACT DOCUMENTS THROUGH ANY STRUCTURAL ELEMENTS OR ITEMS EMBEDDED IN THE STRUCTURAL ELEMENTS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO IMPLEMENTING THE WORK. - PLANS, SECTIONS, AND DETAILS SHALL NOT BE SCALED FOR DETERMINATION OF SIZE, QUANTITIES, LENGTHS, ETC. - ALL MEMBERS ARE DESIGNED TO RESIST THE DESIGN LOADS WITHIN THE COMPLETED MARINE SYSTEM. CONTRACTOR IS RESPONSIBLE FOR ADEQUATE SHORING, BRACING, ETC DURING CONSTRUCTION. - CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ANY AND ALL EXISTING STRUCTURES, EQUIPMENT, ETC. - CONTRACTOR IS RESPONSIBLE TO FOLLOW ALL LOCAL, STATE, & FEDERAL PERMIT REQUIREMENTS AT ALL TIMES. - EXISTING CONDITIONS, RELATED DIMENSIONS, ELEVATIONS INDICATED IN THE CONTRACT DOCUMENTS SHALL BE FIELD VERIFIED AS SITE CONDITIONS MAY HAVE CHANGED SINCE LAST INSPECTION BY ENGINEER. ANY VERIFIED CONDITIONS THAT DIFFER FROM THAT INDICATED IN THE CONTRACT DOCUMENTS SHALL BE SUBMITTED TO THE CONTRACTING OFFICER (CO) FOR REVIEW AND APPROVAL PRIOR TO PRODUCTION OF SHOP DRAWINGS & FABRICATION. - WHERE A SPECIFIC MODEL, MANUFACTURER, OR GEOMETRIC SIZE/SHAPE OF AN ITEM ARE IDENTIFIED ON THE DRAWINGS OR IN THE SPECIFICATIONS, THE MODEL, MANUFACTURER, OR GEOMETRIC SIZE/SHAPE IDENTIFIED ARE THE BASIS OF THE DESIGN. ITEMS OF OTHER MODEL, MANUFACTURER, OR GEOMETRIC SIZE/SHAPE OF EQUAL DESIGN WHICH ARE ACCEPTED BY THE CONTRACTING OFFICER (CO) THAT REQUIRE ANY ADDITIONAL DRAWINGS, ENGINEERING DEVIATIONS, OR CONSTRUCTION/QUANTITY CHANGES ARE THE RESPONSIBILITY OF THE CONTRACTOR INCLUDING ALL ASSOCIATED COSTS. - THE ACCURACY OF EXISTING STRUCTURES ARE NOT GUARANTEED AND NOT INCLUSIVE. FIELD CONDITIONS SHALL BE VERIFIED PRIOR TO ANY EXCAVATION. - THE GENERAL MARINE/STRUCTURAL NOTES GIVEN IN THE CONSTRUCTION DOCUMENTS MAY NOT BE INCLUSIVE TO THE ENTIRE PROJECT. SEE FULL PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION.
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- ALL STRUCTURAL STEEL AND MISCELLANEOUS METAL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH ALL APPLICABLE PROVISIONS OF THE LATEST: A. AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS B. AISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" C. SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS (RCRBJ) D. AISC QUALITY CERTIFICATION PROGRAM. - STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING MATERIAL SPECIFICATIONS: PLATES ASTM A36 ASTM A36 HIGH STRENGTH BOLTS ASTM A325-X OR ASTM F1852-X ASTM A325-X OR ASTM F1852-X DRIFT PINS ASTM A307 ASTM A307 THREADED ROD ASTM A36 ASTM A36 GALVANIZED NUT ASTM A563 ASTM A563 GALVANIZED WASHER ASTM F436 ASTM F436 - BOLTED CONNECTIONS SHALL BE WITH " HIGH STRENGTH BOLTS CONFORMING TO ASTM A325 WITH 78" HIGH STRENGTH BOLTS CONFORMING TO ASTM A325 WITH THREADS EXCLUDED FROM THE SHEAR PLANE UNLESS INDICATED OTHERWISE ON THE DRAWINGS. THE USE OF HIGH STRENGTH STEEL BOLTS SHALL BE GOVERNED BY "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS". - ALL NOMINAL BOLT HOLE DIAMETERS THROUGH STRUCTURAL ELEMENTS SHALL BE STANDARD SIZED ALL NOMINAL BOLT HOLE DIAMETERS THROUGH STRUCTURAL ELEMENTS SHALL BE STANDARD SIZED UNLESS NOTED OTHERWISE. - BEVELED WASHERS SHALL BE UTILIZED WHEN THE OUTER FACE OF THE JOINT HAS A SLOPE THAT IS BEVELED WASHERS SHALL BE UTILIZED WHEN THE OUTER FACE OF THE JOINT HAS A SLOPE THAT IS GREATER THAN 1:20 WITH RESPECT TO A PLANE THAT IS NORMAL TO THE BOLT AXIS. - PROVIDE FIRE WATCH DURING ALL WELDING, FLAME CUTTING, AND BURNING. - ALL STEEL REMOVED BY FLAME CUTTING (TORCHES, PLASMA, BROCO, ETC.) SHALL BE PERFORMED IN GENERAL ACCORDANCE WITH AWS D1.1. UNLESS NOTED OTHERWISE, ALL REMAINING SURFACES AFTER STEEL REMOVAL SHALL HAVE GRINDED SMOOTH SURFACES. ALL SURFACES SHALL HAVE NO MORE THAN 10% MATERIAL LOSS AT ANY LOCATION (I.E., AT ANY PIT) UNLESS NOTED OTHERWISE. IN THE EVENT OVER 10% MATERIAL LOSS IS DISCOVERED, THE CONTRACTOR SHALL, AT NO ADDITIONAL COST TO THE OWNER, REPAIR THE SURFACES AS DIRECTED BY THE ENGINEER. - STEEL MEMBERS AND CONNECTIONS WERE DESIGNED ASSUMING A TYPE PR (PARTIALLY RESTRAINED) OR "SIMPLE FRAMING" CONSTRUCTION TYPE. - ALL BOLTED CONNECTIONS SHALL BE SNUG TIGHTENED PER RCSC 2009 UNO. ALL BOLTED CONNECTIONS SHALL BE SNUG TIGHTENED PER RCSC 2009 UNO. - ALL HARDWARE AND STRUCTURAL STEEL SHAPES TO BE GALVANIZED SHALL BE GALVANIZED BY THE HOT DIPPED PROCESS IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM A123 AND/OR A153, AS APPLICABLE, AFTER FABRICATION, UNLESS OTHERWISE NOTED. - FIELD TREAT DAMAGED GALVANIZED FINISH WITH TWO COATS OF HIGH ZINC DUST OXIDE PAINT, COLD GALVANIZING COMPOUNDS OR APPROVED EQUAL CONFORMING TO THE REQUIREMENTS OF ASTM A780.
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- CONTRACTOR SHALL SUBMIT CERTIFICATION FORMS FOR WOOD DECKING TO OWNER FOR APPROVAL PRIOR TO PROCUREMENT. - ALL WOOD THAT DOES NOT CONFORM TO THE SPECIFICATIONS OUTLINED HEREIN (LOOSE KNOTS, HOLES, WANES, ETC.) SHALL BE REMOVED AND REPLACED AT CONTRACTOR'S EXPENSE. . - CONTRACTOR SHALL FOLLOW THE PROVISIONS OF SECTION 2308: CONVENTIONAL LIGHT-FRAME CONSTRUCTION IN THE IBC, THE CONSTRUCTION DRAWINGS AND PROJECT SPECIFICATIONS. - WOOD MEMBERS SHALL MEET THE FOLLOWING REQUIREMENTS: A. TREATED LUMBER SHALL BE SOUTHERN PINE GRADE NO. 1 OR BETTER, CONFORMING TO THE TREATED LUMBER SHALL BE SOUTHERN PINE GRADE NO. 1 OR BETTER, CONFORMING TO THE SOUTHERN YELLOW PINE INSPECTION BUREAU AS APPLICABLE, UNLESS NOTED OTHERWISE ON DRAWINGS. IN ADDITION TO BEING NO.1, THERE SHALL BE NO LOOSE KNOTS, HOLES OR WANE. B. WOOD DECKING SHALL HAVE A 2" ROUGH SAWN THICKNESS. LAY-UP SHALL BE RANDOM WOOD DECKING SHALL HAVE A 2" ROUGH SAWN THICKNESS. LAY-UP SHALL BE RANDOM LENGTH CONTINUOUS AND MEET THE FOLLOWING MINIMUM DESIGN VALUES: Fb = 1000 PSI BENDING Fv = 175 PSI SHEAR E = 1.6 X 10 PSI MODULUS OF ELASTICITY 6 PSI MODULUS OF ELASTICITY C. CONCENTRATED LIVE LOAD = 400-LB ON ANY 1FT² CONCENTRATED LIVE LOAD = 400-LB ON ANY 1FT² D. WOOD DECKING SHALL BE INSTALLED W/ BARK SIDE UP (CONVEX SIDE UP) WOOD DECKING SHALL BE INSTALLED W/ BARK SIDE UP (CONVEX SIDE UP) E. SKIRT BOARDS SHALL BE INSTALLED W/ BARK SIDE OUT (CONVEX SIDE OUT) SKIRT BOARDS SHALL BE INSTALLED W/ BARK SIDE OUT (CONVEX SIDE OUT) F. WOOD JOISTS SHALL BE 6" X 8" ROUGH SAWN WOOD JOISTS SHALL BE 6" X 8" ROUGH SAWN - WOOD DECKING, SKIRT BOARDS AND JOISTS SHALL BE TREATED IN ACCORDANCE WITH AWPA U1, USE CATEGORY UC4A, WATER-BORNE COPPER BASED SUSPENSION PRESERVATIVES. (MICRONIZED COPPER) A. THE PRESERVATIVE SHALL HAVE A RETENTION ASSAY (IN ACCORDANCE WITH AWPA UC4A) OF THE PRESERVATIVE SHALL HAVE A RETENTION ASSAY (IN ACCORDANCE WITH AWPA UC4A) OF TREATED WOOD OF 0.16 POUNDS/CUBIC FOOT FOR NON-STRUCTURAL MEMBERS AND 0.24 POUNDS/ CUBIC FOOT FOR STRUCTURAL MEMBERS. B. TREATMENT PROCESS SHALL INCLUDE A WATER-REPELLANT TREATMENT. TREATMENT PROCESS SHALL INCLUDE A WATER-REPELLANT TREATMENT. C. ALL DECKING SHALL BE KILN DRIED AFTER TREATMENT TO THE MOISTURE CONTENT AS PER ALL DECKING SHALL BE KILN DRIED AFTER TREATMENT TO THE MOISTURE CONTENT AS PER ASSOCIATION RULES. D. ALL SAW CUT ENDS AND BOLT HOLES DRILLED AFTER TREATMENT SHALL RECEIVE TWO COATS ALL SAW CUT ENDS AND BOLT HOLES DRILLED AFTER TREATMENT SHALL RECEIVE TWO COATS OF WOOD PRESERVATIVE ON ALL EXPOSED SURFACES (DOES NOT APPLY TO DECK FASTENERS). - FASTENERS USED WITH TREATED WOOD SHALL BE HOT DIPPED GALVANIZED (ASTM A153), OR TRI-SEAL COATED OR EQUIVALENT THAT PASSES 1000 HOUR SALT WATER SPRAY TESTING PER ASTM B117.
- ALL TIMBER ELEMENTS SHALL BE MANUFACTURED AND DESIGNED IN ACCORDANCE WITH ANSI/AWC NATIONAL DESIGN SPECIFICATIONS (NDS). - WOOD SPECIES SHALL BE OAK MATERIAL (WHITE OR RED) GRADED #1 OR BETTER, AS DETERMINED BY NHLA - TIMBERS SHALL BE GRADE STAMPED OR VISUALLY CERTIFIED BY AN INDEPENDENT TESTING AGENCY. LETTER OF CERTIFICATION MUST BE SUBMITTED TO CONTRACTING OFFICER (CO) PRIOR TO INSTALLATION. - GENERAL: COMPLY WITH DOC PS 20 AND GRADING RULES OF LUMBER GRADING AGENCIES CERTIFIED BY AMERICAN LUMBER STANDARDS COMMITTEE BOARD OF REVIEW, AS APPLICABLE. A. FACTORY MARK EACH ITEM OF TIMBER WITH GRADE STAMP OF GRADING AGENCY. B. FOR EXPOSED TIMBER INDICATED TO RECEIVE A STAINED OR NATURAL FINISH, APPLY GRADE STAMPS TO SURFACES THAT WILL NOT BE EXPOSED TO VIEW OR OMIT GRADE STAMPS AND PROVIDE CERTIFICATES OF GRADE COMPLIANCE ISSUED BY GRADING AGENCY. - DRESSING: PROVIDE TIMBER THAT IS ROUGH SAWN (RGH). - END SEALER: MANUFACTURER'S STANDARD, TRANSPARENT, COLORLESS WOOD SEALER THAT IS EFFECTIVE IN RETARDING THE TRANSMISSION OF MOISTURE AT CROSS CUTS.
MANITOU ISLAND DOCK REHABILITATION
APOSTLE ISLANDS NATIONAL LAKESHORE
LEGEND:
GENERAL NOTES:
A-1
PLAN
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APPROX. WATERLINE WOODEN DOCK
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1. ALL DIMENSIONS ARE APPROXIMATE AND ITS IS THE CONTRACTORS RESPONSIBILITY TO VERIFY DIMENSIONS ON SITE. ALL DIMENSIONS ARE APPROXIMATE AND ITS IS THE CONTRACTORS RESPONSIBILITY TO VERIFY DIMENSIONS ON SITE. 2. EXISTING DECKING TO BE REMOVED AND REPLACED WITH 3x12 PINE/FIR DECKING. EXISTING DECKING TO BE REMOVED AND REPLACED WITH 3x12 PINE/FIR DECKING. 3. EXISTING JOISTS AND SKIRTS BOARDS ARE TO BE REMOVED AND REPLACED THROUGHOUT THE ENTIRETY OF THE DOCK. EXISTING JOISTS SHALL EXISTING JOISTS AND SKIRTS BOARDS ARE TO BE REMOVED AND REPLACED THROUGHOUT THE ENTIRETY OF THE DOCK. EXISTING JOISTS SHALL MATCH EXISTING. SKIRT BOARDS SHALL BE 3x12's AROUND THE PERIMETER AND INSTALLED AS DETAILED 4. EXISTING CRIBS SHALL BE REMOVED AND REBUILT WITH NEW LUMBER AS DETAILED IN THESE PLANS EXISTING CRIBS SHALL BE REMOVED AND REBUILT WITH NEW LUMBER AS DETAILED IN THESE PLANS 5. CRIBS #1, #2, #3, #4 WILL BE PLACED IN THE SAME LOCATION AS THEY ARE CURRENTLY AND CRIBS #5 AND #6 WILL BE ADJUSTED, REFFER CRIBS #1, #2, #3, #4 WILL BE PLACED IN THE SAME LOCATION AS THEY ARE CURRENTLY AND CRIBS #5 AND #6 WILL BE ADJUSTED, REFFER TO THE CRIB PLACEMENTS ON THE DRAWINGS. 6. THE EXISTING FILL WITHIN THE CRIBS SHALL BE SALVAGED AND REUSED AS FILL IN THE NEW CRIBS. THE CONTRACTOR SHALL PLAN TO THE EXISTING FILL WITHIN THE CRIBS SHALL BE SALVAGED AND REUSED AS FILL IN THE NEW CRIBS. THE CONTRACTOR SHALL PLAN TO PROVIDE ADDITIONAL FILL AS REQUIRED TO PROVIDE A COMPLETE INSTALLATION AS SHOWN IN THE PLANS.
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APOSTLE ISLANDS NATIONAL LAKESHORE
LEGEND:
GENERAL NOTES:
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ELEVATIONS
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APPROXIMATE WATER LINE EL = 601.1'
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NATIONAL PARK
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AutoCAD SHX Text 246499
AutoCAD SHX Text
AutoCAD SHX Text
SERVICE
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BJN
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SCALE: NTS
AutoCAD SHX Text A-2
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EXISTING DOCK PROFILE
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AutoCAD SHX Text 1/8" = 1'-0"
AutoCAD SHX Text A-2
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REHABILITATED DOCK PROFILE
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1/8" = 1'-0"
MANITOU ISLAND DOCK REHABILITATION
APOSTLE ISLANDS NATIONAL LAKESHORE
A-3
DETAILS
AutoCAD SHX Text
4 - 6 X 8 DECK JOISTS
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3 X 12 TIMBER DECKING
AutoCAD SHX Text 16'-0"±
AutoCAD SHX Text
3 X 12 TIMBER
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DECKING
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6 X 8 DECK JST
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12" X 12" TIMBER
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TRANSVERSE MEMBERS
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LONGITUDINAL MEMBERS
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REBUILD CRIBS
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7"-13" ROUNDS
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3 X 12 TIMBER
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DECKING
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4 - 6 X 8 DECK JST
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7"%%C TO 13"%%C
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ROUND TIMBERS
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12" X 12" TIMBER
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REBUILD CRIBS
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TRANSVERSE MEMBERS
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LONGITUDINAL MEMBERS
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SKIRT BRD
AutoCAD SHX Text
NUMBER OF LONGITUDINAL
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AND TRANSVERSE ROWS -
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VARIES BY CRIB
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7"-13" ROUNDS TYP.
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SUB SHEET NO
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A/E FIRM
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DRAWING NO.
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PMIS/PKG NO.
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SHEET
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OF
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TITLE OF SHEET
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DATE:
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DESIGNED:
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TECH. REVIEW:
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NATIONAL PARK
AutoCAD SHX Text 80072
AutoCAD SHX Text 246499
AutoCAD SHX Text
AutoCAD SHX Text
SERVICE
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BJN
AutoCAD SHX Text
SUB SHEET NO
AutoCAD SHX Text
A/E FIRM
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DRAWING NO.
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PMIS/PKG NO.
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SHEET
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OF
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TITLE OF SHEET
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DATE:
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DESIGNED:
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TECH. REVIEW:
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NATIONAL PARK
AutoCAD SHX Text 80072
AutoCAD SHX Text 246499
AutoCAD SHX Text
AutoCAD SHX Text
SERVICE
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BJN
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1. 3 X 12 TIMBER DECKING SHALL BE POSITIVELY ATTACHED TO JOISTS WITH SIMPSON 3 X 12 TIMBER DECKING SHALL BE POSITIVELY ATTACHED TO JOISTS WITH SIMPSON STRONG-TIE SDWS TIMBER SCREWS (EXTERIOR GRADE) OR EQUAL, 5" MINIMUM LENGTH. A MINIMUM OF 3 SCREWS SHALL BE INSTALLED AT EACH JOIST TO DECKING CONNECTION
AutoCAD SHX Text A-3
AutoCAD SHX Text
DECKING TO JOIST CONNECTION DETAIL
AutoCAD SHX Text
AutoCAD SHX Text 3/4" = 1'-0"
AutoCAD SHX Text A-3
AutoCAD SHX Text
TYP CRIB AND DECK (CRIBS #1-6
AutoCAD SHX Text
AutoCAD SHX Text 3/8" = 1'-0"
AutoCAD SHX Text A-3
AutoCAD SHX Text
TYP CRIB AND DECK (CRIBS #1-6)
AutoCAD SHX Text
3/8" = 1'-0"
MANITOU ISLAND DOCK REHABILITATION
APOSTLE ISLANDS NATIONAL LAKESHORE
A-4
DETAILS
AutoCAD SHX Text
1'-0" TYP
AutoCAD SHX Text
1'-0" TYP
AutoCAD SHX Text
1'-0" TYP
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1'-0" TYP
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2 X 6 SKIRT BOARD
AutoCAD SHX Text
2 X 12 SKIRT BOARD
AutoCAD SHX Text
6 X 8 JOIST BEHIND
AutoCAD SHX Text
12 X 12 TIMBER, TYP
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text
INSTALL TOP ROW OF SCREWS AT ENDS OF 2 X 6 SKIRT BOARDS, TYP
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6 X 8 JOIST
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SECTION A-A
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2 X 12 SKIRT BOARD
AutoCAD SHX Text
2 X 12 DECKING
AutoCAD SHX Text
2 X 6 SKIRT BOARD
AutoCAD SHX Text
6 X 8 JOIST
AutoCAD SHX Text
12 X 12 TIMBER
AutoCAD SHX Text
SECTION B-B
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2 X 12 DECKING
AutoCAD SHX Text
2 X 12 SKIRT BOARD
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12X12 TIMBER
AutoCAD SHX Text
12X12 TIMBER
AutoCAD SHX Text
WHITE OAK GRADE NO. 1 OR BETTER TIMBER SHIM
AutoCAD SHX Text
7/8" ROD, TYP
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text 7/8" DRIFT PIN, FLUSH W/ TOP OFTIMBER, STAGGER 3" AT EACH LAYER, LENGTH REQUIRED TO EXTEND 6" INTO LOWER TIMBER
AutoCAD SHX Text 4"
AutoCAD SHX Text 4"
AutoCAD SHX Text
(3) SIMPSON STRONG-TIE SDWS TIMBER SCREWS (EXTERIOR GRADE) OR EQUAL, 4" GAUGE, LENGTH REQUIRED TO EXTEND 3" INTO 12 X 12 TIMBER
AutoCAD SHX Text
12X12 TIMBER
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ESTCODE
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ESTCODE
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ESTCODE
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12X12 TIMBER (TYP)
AutoCAD SHX Text
WHITE OAK GRADE NO. 1 OR BETTER TIMBER SHIM
AutoCAD SHX Text
7/8" ROD, TYP
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text 7/8" DRIFT PIN, FLUSH W/ TOP OFTIMBER, STAGGER 3" AT EACH LAYER, LENGTH REQUIRED TO EXTEND 6" INTO LOWER TIMBER
AutoCAD SHX Text 4"
AutoCAD SHX Text 4"
AutoCAD SHX Text
ESTCODE
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ESTCODE
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ESTCODE
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ESTCODE
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ESTCODE
AutoCAD SHX Text
ESTCODE
AutoCAD SHX Text
7/8"%%C ROD,
AutoCAD SHX Text 12 X 12
AutoCAD SHX Text
TIMBER
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7"%%C TO 13"%%C
AutoCAD SHX Text
ROUND TIMBERS
AutoCAD SHX Text
7/8"%%C ROD,
AutoCAD SHX Text
TYP
AutoCAD SHX Text
TYP
AutoCAD SHX Text 7/8" DRIFT PIN, FLUSH W/TOP OF TIMBER, LENGTH REQUIRED TO EXTEND 6" MIN INTO LOWER TIMBER, STAGGER 3" AT EACH LAYER, TYP
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
ESTCODE
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ESTCODE
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ESTCODE
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ESTCODE
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ESTCODE
AutoCAD SHX Text
ESTCODE
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ESTCODE
AutoCAD SHX Text
ESTCODE
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ESTCODE
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ESTCODE
AutoCAD SHX Text
7/8"%%C ROD,
AutoCAD SHX Text 4"
AutoCAD SHX Text 4"
AutoCAD SHX Text 12 X 12
AutoCAD SHX Text
TIMBER
AutoCAD SHX Text
7"%%C TO 13"%%C
AutoCAD SHX Text
ROUND TIMBERS
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7/8"%%C ROD,
AutoCAD SHX Text
TYP
AutoCAD SHX Text
TYP
AutoCAD SHX Text 7/8" DRIFT PIN, FLUSH W/TOP OF TIMBER, LENGTH REQUIRED TO EXTEND 6" MIN INTO LOWER TIMBER, STAGGER 3" AT EACH LAYER, TYP
AutoCAD SHX Text 7/8" DRIFT PIN, FLUSH W/TOP OF TIMBER, LENGTH REQUIRED TO EXTEND 6" MIN INTO LOWER TIMBER, STAGGER 3" AT EACH LAYER, TYP
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
ESTCODE
AutoCAD SHX Text
ESTCODE
AutoCAD SHX Text
ESTCODE
AutoCAD SHX Text
ESTCODE
AutoCAD SHX Text
ESTCODE
AutoCAD SHX Text
(2) 3/8" X 8" X 2'-0" GALVANIZED SPLICE PL (ONE EA SIDE OF JOIST)
AutoCAD SHX Text
6 X 8 DECK JOISTS
AutoCAD SHX Text
8 - 5/8" BOLTS W/NUTS AND WASHERS
AutoCAD SHX Text
PLAN VIEW
AutoCAD SHX Text
ELEVATION VIEW
AutoCAD SHX Text
3/8" GALVINIZED PL EA SIDE
AutoCAD SHX Text
6 X 8 DECK JOISTS
AutoCAD SHX Text
8 - 5/8" BOLTS W/NUTS AND WASHERS
AutoCAD SHX Text
2'-0" MIN
AutoCAD SHX Text
2'-0" MIN
AutoCAD SHX Text
12" X 12" TIMBER
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ESTCODE
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ESTCODE
AutoCAD SHX Text
ESTCODE
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ESTCODE
AutoCAD SHX Text
ESTCODE
AutoCAD SHX Text
ESTCODE
AutoCAD SHX Text
SUB SHEET NO
AutoCAD SHX Text
A/E FIRM
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
PMIS/PKG NO.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
TITLE OF SHEET
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DESIGNED:
AutoCAD SHX Text
TECH. REVIEW:
AutoCAD SHX Text
NATIONAL PARK
AutoCAD SHX Text 80072
AutoCAD SHX Text 246499
AutoCAD SHX Text
AutoCAD SHX Text
SERVICE
AutoCAD SHX Text
BJN
AutoCAD SHX Text
SUB SHEET NO
AutoCAD SHX Text
A/E FIRM
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
PMIS/PKG NO.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
TITLE OF SHEET
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DESIGNED:
AutoCAD SHX Text
TECH. REVIEW:
AutoCAD SHX Text
NATIONAL PARK
AutoCAD SHX Text 80072
AutoCAD SHX Text 246499
AutoCAD SHX Text
AutoCAD SHX Text
SERVICE
AutoCAD SHX Text
BJN
AutoCAD SHX Text A-4
AutoCAD SHX Text
SKIRT BOARD DETAIL
AutoCAD SHX Text
AutoCAD SHX Text 1/2" = 1'-0"
AutoCAD SHX Text A-4
AutoCAD SHX Text
12 X12 TIMBER SHIM DETAIL - CORNER OF CRIB
AutoCAD SHX Text
AutoCAD SHX Text 1" = 1'-0"
AutoCAD SHX Text
1. 12 X 12 TIMBERS SHALL BE ALLOWED TO BE SHIMMED AS INDICATED IN 12 X 12 TIMBERS SHALL BE ALLOWED TO BE SHIMMED AS INDICATED IN ORDER TO LEVEL CRIBS. 2. NOTCHING AND SHIMMING MAY BE COMBINED AS REQUIRED TO LEVEL CRIBS.NOTCHING AND SHIMMING MAY BE COMBINED AS REQUIRED TO LEVEL CRIBS.
AutoCAD SHX Text A-4
AutoCAD SHX Text
12 X12 TIMBER SHIM DETAIL - CENTER OF CRIB
AutoCAD SHX Text
AutoCAD SHX Text 1" = 1'-0"
AutoCAD SHX Text
1. 12 X 12 TIMBERS SHALL BE ALLOWED TO BE SHIMMED AS INDICATED IN 12 X 12 TIMBERS SHALL BE ALLOWED TO BE SHIMMED AS INDICATED IN ORDER TO LEVEL CRIBS. 2. NOTCHING AND SHIMMING MAY BE COMBINED AS REQUIRED TO LEVEL CRIBS.NOTCHING AND SHIMMING MAY BE COMBINED AS REQUIRED TO LEVEL CRIBS.
AutoCAD SHX Text A-4
AutoCAD SHX Text
TYP CRIB CONNECTION
AutoCAD SHX Text
AutoCAD SHX Text 3/4" = 1'-0"
AutoCAD SHX Text A-4
AutoCAD SHX Text
TYP CRIB CONNECTION
AutoCAD SHX Text
AutoCAD SHX Text 3/4" = 1'-0"
AutoCAD SHX Text
1. DRIFT PINS SHALL BE INSTALLED IN PRE-BORED HOLES. DRIFT PINS SHALL BE INSTALLED IN PRE-BORED HOLES. LEAD HOLES SHALL BE 1/8" SMALLER IN DIAMETER THAN PIN DIAMETER. 2. LOCATION, LENGTH AND CONFIGURATION OF EXISTING DRIFT LOCATION, LENGTH AND CONFIGURATION OF EXISTING DRIFT PINS ARE NOT VERIFIED AND ARE SHOWN AS REFERENCE ONLY. CONTRACTOR IS RESPONSIBLE FOR VERIFYING CONFIGURATION OF EXISTING DRIFT PIN CONSTRUCTION 3. NEW DRIFT PINS INSTALLED INTO EXISTING TIMBERS SHALL NEW DRIFT PINS INSTALLED INTO EXISTING TIMBERS SHALL BE INTO NEW HOLE. HOLE SHALL BE STAGGERED A MINIMUM OF 3" FROM EXISTING HOLE.
AutoCAD SHX Text
1. DRIFT PINS SHALL BE INSTALLED IN PRE-BORED HOLES. DRIFT PINS SHALL BE INSTALLED IN PRE-BORED HOLES. LEAD HOLES SHALL BE 1/8" SMALLER IN DIAMETER THAN PIN DIAMETER. 2. LOCATION, LENGTH AND CONFIGURATION OF EXISTING DRIFT LOCATION, LENGTH AND CONFIGURATION OF EXISTING DRIFT PINS ARE NOT VERIFIED AND ARE SHOWN AS REFERENCE ONLY. CONTRACTOR IS RESPONSIBLE FOR VERIFYING CONFIGURATION OF EXISTING DRIFT PIN CONSTRUCTION 3. NEW DRIFT PINS INSTALLED INTO EXISTING TIMBERS SHALL NEW DRIFT PINS INSTALLED INTO EXISTING TIMBERS SHALL BE INTO NEW HOLE. HOLE SHALL BE STAGGERED A MINIMUM OF 3" FROM EXISTING HOLE.
AutoCAD SHX Text A-4
AutoCAD SHX Text
DECK JOIST SPLICE JOINT
AutoCAD SHX Text
AutoCAD SHX Text 1" = 1'-0"
AutoCAD SHX Text A-4
AutoCAD SHX Text
CLEAT DETAIL
AutoCAD SHX Text
AutoCAD SHX Text 1" = 1'-0"
AutoCAD SHX Text
1. CLEATS SHALL BE CLEANED AND PAINTED SAFETY CLEATS SHALL BE CLEANED AND PAINTED SAFETY YELLOW IN ACCORDANCE WITH SPECIFICATIONS
1. CENTER OF SPLICE SHALL BE LOCATED A MINIMUM CENTER OF SPLICE SHALL BE LOCATED A MINIMUM DISTANCE OF 2'-0" FROM 12" X 12" TIMBER SUPPORT
File details come from the government source that posted it. Updated .