Attachment_-_Drawings.pdf
PDF 7 MB Posted
- Attached to
- Dock & Shed Rehab Federal contract opportunity
- Solicitation number
- 140P6422R0005
About this file
This is a solicitation notice for a firm-fixed price construction contract. The National Park Service intends to issue a request for proposal for dock and shed rehabilitation work at Apostle Islands National Lakeshore in Bayfield, Wisconsin. The work includes rebuilding an existing dock, making repairs to an existing herring shed, and moving the shed back to its original location on the dock. The project magnitude is between $1 million and $5 million. Evaluation factors are technical approach, past performance, and price. The North American Industry Classification code is 237990 and the project is set aside 100% for total small businesses. The solicitation number is 140P6422R0005. Interested offerors must have a DUNS number and be registered in the System for Award Management to be eligible for award.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Sol_140P6422R0005_Amd_0002.pdf | ||
| Questions and Answers_0002.pdf | ||
| Questions_and_Answers_0001.pdf | ||
| Sol_140P6422R0005_Amd_0001.pdf | ||
| Bid_Schedule_-_Dock___Shed_Rehab.xlsx | XLSX spreadsheet | |
| Technical_Questionnaire.pdf | ||
| Technical_Questionnaire.docx | DOCX document | |
| Notice_to_Contractors.pdf | ||
| Attachment_-_Submittal_List.pdf | ||
| Attachment_-_Certification_of_Vaccination_Form.pdf | ||
| Wage_Determination_-_Bayfield_Co.pdf | ||
| Bid_Schedule_-_Dock___Shed_Rehab.pdf | ||
| Past_Performance_Questionnaire.pdf | ||
| Specifications_-_Dock___Shed_Rehab.pdf | ||
| Attachment_-_Vaccination_Certification_Notification_Template.pdf | ||
| Past_Performance_Questionnaire.doc | DOC document | |
| Sol_140P6422R0005.pdf |
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Text version
FINAL CONSTRUCTION DOCUMENTS
LITTLE SAND BAY
APOSTLE ISLANDS NATIONAL LAKESHORE
LOCATION MAP
PROJECT LOCATION
VICINITY MAP
PROJECT LOCATION
HOKENSON DOCK AND HERRING SHED
WISCONSIN, UNITED STATES
FINAL CONSTRUCTION DOCUMENTS
JANUARY 2022
APOSTLE ISLANDS NATIONAL LAKESHORE
DRAWING INDEX
N N
FINAL CONSTRUCTION DOCUMENTS
LITTLE SAND BAY
APOSTLE ISLANDS NATIONAL LAKESHORE
COVER SHEET
DESIGNATOR DESCRIPTION
DRAWING DESIGNATION KEY
W
I S CON S I N
P
RO
F E S S I ONA L E NG
I N E
E R
CHAD W.
SCOTT
E-36169
DULUTH
MN
HOKENSON HERRING DOCK
PROJECT VICINITY MAP
LITTLE SAND BAY
APOSTLE ISLANDS NATIONAL LAKESHORE
N
LITTLE SAND BAY MARINA
LAY DOWN AREA PLAN
LITTLE SAND BAY
© 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS
HOKENSON HERRING DOCK
ROY'S POINT MARINA
LAY DOWN AREA PLAN
LITTLE SAND BAY
EXISTING SITE PLAN
LITTLE SAND BAY
APOSTLE ISLANDS NATIONAL LAKESHORE
10 20
SITE LEGEND:
GENERAL MARINE NOTES &
SYMBOLS
LITTLE SAND BAY
APOSTLE ISLANDS NATIONAL LAKESHORE
GENERAL MARINE NOTES
MARINE SYMBOLS
TESTING NOTES
STRUCTURAL STEELGENERAL
DESIGN CRITERIA
TIMBER CRIB MEMBERS
WOOD DECKING, RAMP SPLIT PILE CAP BEAM, AND RAMP JOIST NOTES
ARMOR AND FILTER STONE
SHEET PILE SEAWALL
TIMBER PILES
EARTH WORK
EXISTING DOCK PLAN
LITTLE SAND BAY
APOSTLE ISLANDS NATIONAL LAKESHORE
EXISTING DOCK ELEVATIONS
LITTLE SAND BAY
DOCK REPAIR PLAN
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N FINAL CONSTRUCTION DOCUMENTS
DOCK REPAIR ELEVATIONS
AND SECTIONS
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AND SECTIONS
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GENERAL STRUCT NOTES
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APOSTLE ISLANDS NATIONAL LAKESHORE
GENERAL STRUCTURAL NOTES
STRUCTURAL SYMBOLS
ZONE 10 20 50 100
2n, 2r, 3e 3r
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OMAHA, NE
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- DESIGNED IN ACCORDANCE WITH THE 2021 INTERNATIONAL BUILDING CODE - DESIGN LOADS BUILDING RISK CATEGORY: I I SOILS PRESUMPTIVE ALLOWABLE SOIL BEARING PRESSURE: 2500 PSF 2500 PSF FLOOR LIVE LOAD - SEE DOCK LIVE LOAD ROOF LIVE LOAD ROOF LIVE LOAD: 20 PSF 20 PSF ROOF SNOW LOADS SNOW DRIFT/UNBALANCED LOADS: SEE 5/S2.0 SEE 5/S2.0 GROUND SNOW LOAD: Pg=60 PSF GROUND SNOW LOAD: Pg=60 PSF Pg=60 PSF FLAT ROOF SNOW LOAD: Pf=32.3 PSF Pf=32.3 PSF SNOW EXPOSURE FACTOR: Ce=0.8 Ce=0.8 SNOW IMPORTANCE FACTOR: I=0.8 I=0.8 THERMAL FACTOR: Ct=1.2 Ct=1.2 SLOPE FACTOR: Cs=1.0 SLOPE FACTOR: Cs=1.0 Cs=1.0 WIND LOADS ULTIMATE BASIC WIND SPEED: 98 MPH NOMINAL WIND DESIGN SPEED: 75.9 MPH WIND IMPORTANCE FACTOR: I=1.0 I=1.0 WIND EXPOSURE: D D INTERNAL PRESSURE COEFFICIENT: +/- 0.55 +/- 0.55 COMPONENT & CLADDING PRESSURES:
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- THE STRUCTURAL DRAWINGS ARE TO BE WORKED TOGETHER WITH CIVIL TRANSPORTATION AND CIVIL DRAWINGS AND SPECIFICATIONS FOR ALL INTER-DISCIPLINE INTERFACE WORK WHICH MAY NOT BE INCLUSIVE ON THE STRUCTURAL DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR COORDINATION AND SHALL REPORT ANY DISCREPANCY TO THE ENGINEER PRIOR TO COMMENCING THE WORK. - 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. - ALL PRE-ENGINEERED COMPONENTS AND SYSTEMS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. - PLANS, SECTIONS AND DETAILS SHALL NOT BE SCALED FOR DETERMINATION OF SIZE, QUANTITIES, LENGTHS, ETC. - DO NOT PLACE MATERIALS OR EQUIPMENT ON COMPLETED FLOORS OR ROOFS IN EXCESS OF THE INDICATED DESIGN LIVE LOADS. AVOID IMPACT LOADING. - ALL MEMBERS ARE DESIGNED TO RESIST THE DESIGN LOADS WITHIN THE COMPLETED STRUCTURAL SYSTEM. CONTRACTOR IS RESPONSIBLE FOR ADEQUATE SHORING, BRACING, ETC DURING CONSTRUCTION. - CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ANY AND ALL STREETS, UTILITIES, EXISTING STRUCTURES, EQUIPMENT, ETC. - EXISTING CONDITIONS AND RELATED DIMENSIONS INDICATED IN THE CONTRACT DOCUMENTS SHALL BE FIELD VERIFIED. ANY VERIFIED CONDITIONS THAT DIFFER FROM THAT INDICATED IN THE CONTRACT DOCUMENTS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PRODUCTION OF SHOP DRAWINGS OR EXECUTION OF WORK IN THE FIELD. - CONTRACTOR SHALL COORDINATE ALL WORK AS NEEDED WITH OWNER'S SPECIAL INSPECTOR TO ENSURE ALL REQUIREMENTS OF SPECIAL INSPECTION PROGRAM ARE MET.
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- CALCULATIONS SHALL BE SIGNED BY A LICENSED ENGINEER IN WISCONSIN AND BE SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO COMMENCING FABRICATION FOR THE FOLLOWING ITEMS: BUILDING MOVING SUPPORT FRAMING & JACKING PLANS - SHOP AND PLACEMENT DRAWINGS (INCLUDING CONNECTIONS) SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO COMMENCING FABRICATION FOR THE FOLLOWING ITEMS: STRUCTURAL STEEL BUILDING MOVING SUPPORT FRAMING & JACKING PLANS - THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD: WELDER CERTIFICATIONS SHOWING WELDER IS QUALIFIED AS DEFINED BY AWS D1.1 FOR ALL ANTICIPATED FIELD WELDS INCLUDING BUT NOT LIMITED TO WELD PROCESSES AND POSITIONS TO BE PERFORMED ON PROJECT WPS AND WELDER QUALIFICATIONS FOR ALL NON-PREQUALIFIED FIELD WELDS SPECIAL INSPECTION REPORTS & MATERIALS TESTING RESULTS
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- CONTRACTOR SHALL FOLLOW THE PROVISIONS OF SECTION 2308: CONVENTIONAL LIGHT-FRAME CONSTRUCTION IN THE IBC UNLESS NOTED OTHERWISE IN THE CONSTRUCTION DRAWINGS OR PROJECT SPECIFICATIONS. - WOOD MEMBERS SHALL MEET THE FOLLOWING REQUIREMENTS: UNTREATED DIMENSIONAL LUMBER SHALL BE SPRUCE-PINE-FIR NO. 2 BTR OR APPROVED DIMENSIONAL LUMBER SHALL BE SPRUCE-PINE-FIR NO. 2 BTR OR APPROVED DIMENSIONAL LUMBER SHALL BE SPRUCE-PINE-FIR NO. 2 BTR OR APPROVED LUMBER SHALL BE SPRUCE-PINE-FIR NO. 2 BTR OR APPROVED LUMBER SHALL BE SPRUCE-PINE-FIR NO. 2 BTR OR APPROVED SHALL BE SPRUCE-PINE-FIR NO. 2 BTR OR APPROVED SHALL BE SPRUCE-PINE-FIR NO. 2 BTR OR APPROVED BE SPRUCE-PINE-FIR NO. 2 BTR OR APPROVED BE SPRUCE-PINE-FIR NO. 2 BTR OR APPROVED SPRUCE-PINE-FIR NO. 2 BTR OR APPROVED SPRUCE-PINE-FIR NO. 2 BTR OR APPROVED NO. 2 BTR OR APPROVED NO. 2 BTR OR APPROVED 2 BTR OR APPROVED 2 BTR OR APPROVED BTR OR APPROVED BTR OR APPROVED OR APPROVED OR APPROVED APPROVED APPROVED EQUAL UNLESS NOTED OTHERWISE. TREATED DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE NO. 2 OR APPROVED EQUAL UNLESS DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE NO. 2 OR APPROVED EQUAL UNLESS DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE NO. 2 OR APPROVED EQUAL UNLESS LUMBER SHALL BE SOUTHERN PINE NO. 2 OR APPROVED EQUAL UNLESS LUMBER SHALL BE SOUTHERN PINE NO. 2 OR APPROVED EQUAL UNLESS SHALL BE SOUTHERN PINE NO. 2 OR APPROVED EQUAL UNLESS SHALL BE SOUTHERN PINE NO. 2 OR APPROVED EQUAL UNLESS BE SOUTHERN PINE NO. 2 OR APPROVED EQUAL UNLESS BE SOUTHERN PINE NO. 2 OR APPROVED EQUAL UNLESS SOUTHERN PINE NO. 2 OR APPROVED EQUAL UNLESS SOUTHERN PINE NO. 2 OR APPROVED EQUAL UNLESS PINE NO. 2 OR APPROVED EQUAL UNLESS PINE NO. 2 OR APPROVED EQUAL UNLESS NO. 2 OR APPROVED EQUAL UNLESS NO. 2 OR APPROVED EQUAL UNLESS 2 OR APPROVED EQUAL UNLESS 2 OR APPROVED EQUAL UNLESS OR APPROVED EQUAL UNLESS OR APPROVED EQUAL UNLESS APPROVED EQUAL UNLESS APPROVED EQUAL UNLESS EQUAL UNLESS EQUAL UNLESS UNLESS UNLESS NOTED OTHERWISE. - FASTENERS USED WITH TREATED WOOD SHALL BE HOT DIPPED GALVANIZED OR STAINLESS STEEL. - ALL BOLTS USED TO JOIN WOOD MEMBERS SHALL BE ASTM A307. - PROVIDE " DIAMETER ANCHOR BOLTS @ 48" OC EMBEDDED 7" AT ALL EXTERIOR WALLS AND 12" DIAMETER ANCHOR BOLTS @ 48" OC EMBEDDED 7" AT ALL EXTERIOR WALLS AND BEARING WALLS UNO. PROVIDE (1) ANCHOR BOLT BETWEEN 4 AND 12 INCHES FROM EACH END OF EACH SILL PLATE. - ALL SPECIFIED NAILS SHALL HAVE NAIL DIAMETERS EQUIVALENT TO COMMON NAILS. - FASTEN MULTIPLE PLY BEAMS TOGETHER USING 3 ROWS OF 16d NAILS AT 12" OC.
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- STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING MATERIAL SPECIFICATIONS: WIDE FLANGES AND SHAPES CUT FROM THEM ASTM A992 ASTM A992 S-BEAMS, CHANNELS, ANGLES AND PLATES ASTM A36 ASTM A36 HOLLOW STRUCTURAL SECTIONS ASTM A500 GRADE C STEEL PIPE ASTM A53 GRADE B ASTM A53 GRADE B HIGH STRENGTH BOLTS ASTM A325-X OR ASTM A325-X OR ASTM F1852-X NUTS ASTM A563 ASTM A563 WASHERS ASTM F436 ASTM F436 ANCHOR RODS ASTM 1554 GRADE 55 ASTM 1554 GRADE 55 WELD ELECTRODES E70XX E70XX - STEEL MEMBERS AND CONNECTIONS WERE DESIGNED ASSUMING "SIMPLE FRAMING" CONSTRUCTION TYPE. - HIGH STRENGTH BOLTS SHALL BE " DIAMETER, TYPE 1, PLAIN FINISH, AND BE SNUG TIGHTENED 34" DIAMETER, TYPE 1, PLAIN FINISH, AND BE SNUG TIGHTENED WITH THREADS EXCLUDED FROM THE SHEAR PLANE. - WELDING SHALL BE PERFORMED IN ACCORDANCE WITH AWS D1.1 BY QUALIFIED WELDERS AS DEFINED BY AWS D1.1. - WHERE BEAM REACTIONS OR FULLY DETAILED CONNECTION DETAILS ARE NOT SHOWN, EACH BEAM CONNECTION SHALL BE SELECTED TO SUPPORT 40 PERCENT OF THE MAXIMUM TOTAL UNIFORM LOAD CAPACITY OF THE BEAM IN FLEXURE FULLY LATERALLY SUPPORTED. SUCH CONNECTIONS SHALL BE SELECTED BY AN EXPERIENCED STRUCTURAL STEEL DETAILER FROM THE AISC STEEL CONSTRUCTION MANUAL LATEST EDITION. ANY CONNECTIONS NOT CONFORMING TO STANDARD AISC CONNECTIONS SHALL BE DESIGNED BY A STRUCTURAL ENGINEER LICENSED IN THE JURISDICTION OF THE PROJECT LOCATION. - EACH BOLTED CONNECTION SHALL UTILIZE AT LEAST TWO BOLTS AND BE DESIGNED FOR A MINIMUM OF 10 KIPS SERVICE. - ALL FORCES FOR SELECTION AND DESIGN OF CONNECTIONS INDICATED ON PLANS ARE SERVICE LEVEL FORCES UNO - BEAMS SHALL BE FABRICATED WITH THE NATURAL CAMBER UP. - ALL WORK SHALL CONFORM TO THE AISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" LATEST EDITION.
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FLOOR PLAN
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N
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OMAHA, NE
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ON DOCK
AutoCAD SHX Text S2.0
AutoCAD SHX Text
UNBALANCED SNOW LOAD
AutoCAD SHX Text
AutoCAD SHX Text 1/4" = 1'-0"
AutoCAD SHX Text 80069
BLDG SECTIONS
LITTLE SAND BAY
APOSTLE ISLANDS NATIONAL LAKESHORE
AutoCAD SHX Text
2 X 4 TOP/TIE
AutoCAD SHX Text
PLATE, TYP
AutoCAD SHX Text 5 1/4" X 3/4"
AutoCAD SHX Text
T & G SIDING,
AutoCAD SHX Text
2 X 4 BASE PL
AutoCAD SHX Text
3 X 12 ROUGH
AutoCAD SHX Text
SAWN SKID PL -
AutoCAD SHX Text
SEE PLAN & ELEVS
AutoCAD SHX Text
2 X 4 RAFTER
AutoCAD SHX Text
@ 24" OC
AutoCAD SHX Text
2 X 4 JOIST
AutoCAD SHX Text
@ 48" OC AT
AutoCAD SHX Text
STUD LOCS
AutoCAD SHX Text
2 X 6 ADDL
AutoCAD SHX Text
FRAMING - SEE
AutoCAD SHX Text
PLAN FOR LOCS
AutoCAD SHX Text
FOR LOCS
AutoCAD SHX Text
TYP
AutoCAD SHX Text
1 X 6 PLANKING
AutoCAD SHX Text
WOOD SHAKES OVER
AutoCAD SHX Text
AutoCAD SHX Text S4.0
AutoCAD SHX Text
AutoCAD SHX Text S4.0
AutoCAD SHX Text
1/2" X 8" PLANKING
AutoCAD SHX Text
RUNNING EAVE TO RIDGE
AutoCAD SHX Text
PERMANENT REPLACE
AutoCAD SHX Text
2 X 4 TOP/TIE
AutoCAD SHX Text
PLATE, TYP
AutoCAD SHX Text 5 1/4" X 3/4"
AutoCAD SHX Text
T & G SIDING,
AutoCAD SHX Text
BASE PL
AutoCAD SHX Text
3 X 12 ROUGH
AutoCAD SHX Text
SAWN SKID PL -
AutoCAD SHX Text
SEE PLAN & ELEVS
AutoCAD SHX Text
2 X 4 RAFTER
AutoCAD SHX Text
@ 24" OC
AutoCAD SHX Text
2 X 4 JOIST
AutoCAD SHX Text
@ 48" OC AT
AutoCAD SHX Text
STUD LOCS
AutoCAD SHX Text
2 X 6 ADDL
AutoCAD SHX Text
FRAMING - SEE
AutoCAD SHX Text
PLAN FOR LOCS
AutoCAD SHX Text
FOR LOCS
AutoCAD SHX Text
TYP
AutoCAD SHX Text
1 X 6 PLANKING
AutoCAD SHX Text
AutoCAD SHX Text S4.0
AutoCAD SHX Text
WOOD SHAKES OVER
AutoCAD SHX Text
1/2" X 8" PLANKING
AutoCAD SHX Text
RUNNING EAVE TO RIDGE
AutoCAD SHX Text
REPLACE 2 X 4
AutoCAD SHX Text
2 X 6 - SEE
AutoCAD SHX Text
PLAN FOR LOCS
AutoCAD SHX Text
2 X 10 - SEE
AutoCAD SHX Text
PLAN FOR LOCS
AutoCAD SHX Text
3 X 12 ROUGH
AutoCAD SHX Text
SAWN TIMBER -
AutoCAD SHX Text
SEE PLAN FOR
AutoCAD SHX Text
LOCS
AutoCAD SHX Text
ADD'L REINF:
AutoCAD SHX Text
PERMANENT REPLACE
AutoCAD SHX Text
2 X 4 BASE PL
AutoCAD SHX Text
2 X 6 - SEE
AutoCAD SHX Text
PLAN FOR LOCS
AutoCAD SHX Text
2 X 10 OR 2 X 12
AutoCAD SHX Text
SEE PLAN FOR LOCS
AutoCAD SHX Text
3 X 12 ROUGH
AutoCAD SHX Text
SAWN TIMBER -
AutoCAD SHX Text
SEE PLAN FOR
AutoCAD SHX Text
LOCS
AutoCAD SHX Text
ADD'L REINF:
AutoCAD SHX Text
2 X 12 - SEE
AutoCAD SHX Text
PLAN FOR LOCS
AutoCAD SHX Text 4 " 34"±
AutoCAD SHX Text
PERMANENT TIMBER
AutoCAD SHX Text
FILLER PIECE
AutoCAD SHX Text
PL 1/4" X 3"
AutoCAD SHX Text
2 X 12 OR 2 X 10 -
AutoCAD SHX Text
SEE PLAN
AutoCAD SHX Text
3 X 12 ROUGH
AutoCAD SHX Text
SAWN TIMBER -
AutoCAD SHX Text
SEE PLAN FOR
AutoCAD SHX Text
LOCS
AutoCAD SHX Text
ADD'L REINF:
AutoCAD SHX Text
2 X 10 OR 2 X 6 -
AutoCAD SHX Text
SEE PLAN
AutoCAD SHX Text
2 X 6 FLAT
AutoCAD SHX Text
2 X 6 VERT
AutoCAD SHX Text
ON FACE OF
AutoCAD SHX Text
FLAT 2 X 6'S
AutoCAD SHX Text 2 X 6
AutoCAD SHX Text L3 X 4 X 1/8
AutoCAD SHX Text
BEYOND - SEE
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
PERMANENT REPLACE
AutoCAD SHX Text
2 X 4 BASE PL
AutoCAD SHX Text
SUB SHEET NO
AutoCAD SHX Text
A/E FIRM
AutoCAD SHX Text
PRIME:
AutoCAD SHX Text
SUB:
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
SCHEMMER
AutoCAD SHX Text
OMAHA, NE
AutoCAD SHX Text
DLB
AutoCAD SHX Text
PJJ
AutoCAD SHX Text
PJJ
AutoCAD SHX Text
JAN 2022
AutoCAD SHX Text 219006
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AMI
AutoCAD SHX Text
SUPERIOR, WI
AutoCAD SHX Text S3.0
AutoCAD SHX Text S3.0
AutoCAD SHX Text HERRING SHED BUILDING SECTION - PHASE l AND PHASE 2
AutoCAD SHX Text
AutoCAD SHX Text 1/2" = 1'-0"
AutoCAD SHX Text S3.0
AutoCAD SHX Text
HERRING SHED BUILDING SECTION - PHASE 3
AutoCAD SHX Text
AutoCAD SHX Text 1/2" = 1'-0"
AutoCAD SHX Text S3.0
AutoCAD SHX Text
ADDL REINF - PHASE 2
AutoCAD SHX Text
AutoCAD SHX Text 1" = 1'-0"
AutoCAD SHX Text S3.0
AutoCAD SHX Text
ADDL REINF - PHASE 3
AutoCAD SHX Text
AutoCAD SHX Text 1" = 1'-0"
AutoCAD SHX Text S3.0
AutoCAD SHX Text
ADDL REINF - PHASE 1
AutoCAD SHX Text
AutoCAD SHX Text 1" = 1'-0"
AutoCAD SHX Text
EXISTING FRAMING
AutoCAD SHX Text
FRAMING ADDED FOR 2016 MOVE -
AutoCAD SHX Text
FRAMING TO BE REMOVED AFTER
AutoCAD SHX Text
FRAMING REQ'D FOR PROPOSED DOCK
AutoCAD SHX Text
MOVE
AutoCAD SHX Text
FRAMING KEY
AutoCAD SHX Text
HERRING SHED IS IN FINAL POSITION
AutoCAD SHX Text
ON DOCK
AutoCAD SHX Text 80069
INTERIOR FRAMING ELEVS
LITTLE SAND BAY
APOSTLE ISLANDS NATIONAL LAKESHORE
AutoCAD SHX Text
2 X 4 ADDED AT
AutoCAD SHX Text
SPLICED STUDS, TO
AutoCAD SHX Text
BE REPLACED PER
AutoCAD SHX Text
PHASE 1 SILL PLATE
AutoCAD SHX Text
ROTTEN OR MISSING -
AutoCAD SHX Text
REPLACE
AutoCAD SHX Text
PHASE 2 SILL PLATE
AutoCAD SHX Text
ROTTEN - REPLACE
AutoCAD SHX Text
PHASE 1
AutoCAD SHX Text
PHASE 2
AutoCAD SHX Text
PHASE 3
AutoCAD SHX Text
ROTTEN TOP PL
AutoCAD SHX Text
REPLACE ORIGINAL
AutoCAD SHX Text
BRACE THAT WAS
AutoCAD SHX Text 3 X 12
AutoCAD SHX Text 2 X 10
AutoCAD SHX Text 2 X 10
AutoCAD SHX Text 3 X 12
AutoCAD SHX Text
PHASE 3 SILL PLATE
AutoCAD SHX Text
PARITALLY ROTTEN -
AutoCAD SHX Text
REPLACE
AutoCAD SHX Text 2 X 12
AutoCAD SHX Text 2 X 10
AutoCAD SHX Text 2 X 12
AutoCAD SHX Text
REMOVED
AutoCAD SHX Text
TIMBER SPACE
AutoCAD SHX Text
BOTTOM OF STUD
AutoCAD SHX Text
ROTTEN, TYP
AutoCAD SHX Text
AutoCAD SHX Text S5.0
AutoCAD SHX Text
2 X 4 PERMANENT ROUGH SAWN
AutoCAD SHX Text
DIAG BRACING - PROVIDE
AutoCAD SHX Text 2 - 20d COMMON NAILS
AutoCAD SHX Text
EA END OF BRACE TO STUD
AutoCAD SHX Text
AutoCAD SHX Text S5.0
AutoCAD SHX Text 5/S5.0
AutoCAD SHX Text
MIRROR
AutoCAD SHX Text
(BEHIND 2 X 10)
AutoCAD SHX Text
(BEHIND 2 X 12)
AutoCAD SHX Text
(BEHIND 2 X 12)
AutoCAD SHX Text
PROVIDE SILL PLATE
AutoCAD SHX Text
AT 4" GAP
AutoCAD SHX Text
PHASE 1
AutoCAD SHX Text
PHASE 2
AutoCAD SHX Text
PHASE 3
AutoCAD SHX Text 3 X 12
AutoCAD SHX Text 2 X 12
AutoCAD SHX Text 2 X 12
AutoCAD SHX Text 2 X 10
AutoCAD SHX Text 2 X 10
AutoCAD SHX Text 2 X 10
AutoCAD SHX Text 2 X 12
AutoCAD SHX Text 2 X 10
AutoCAD SHX Text
GAP BTWN PHASE FRAMING
AutoCAD SHX Text
TO BE FILLED BEFORE IN-
AutoCAD SHX Text
STALLATION ON DOCK, TYP
AutoCAD SHX Text
GAP BTWN PHASE FRAMING
AutoCAD SHX Text
TO BE CLOSED BEFORE IN-
AutoCAD SHX Text
STALLATION ON DOCK, TYP
AutoCAD SHX Text 2 X 12
AutoCAD SHX Text
TIMBER SPACE
AutoCAD SHX Text
2 X 4 PERMANENT ROUGH SAWN
AutoCAD SHX Text
DIAG BRACING - PROVIDE
AutoCAD SHX Text 2 - 20d COMMON NAILS
AutoCAD SHX Text
EA END OF BRACE TO STUD
AutoCAD SHX Text
AutoCAD SHX Text S5.0
AutoCAD SHX Text
1 X 4 PERMANENT
AutoCAD SHX Text
ROUGH SAWN TRIM
AutoCAD SHX Text
2 - 2 X 4 PERMANENT
AutoCAD SHX Text
ROUGH SAWN HEADER BRD
AutoCAD SHX Text
AutoCAD SHX Text S5.0
AutoCAD SHX Text
2 X 4 PERMANENT ROUGH SAWN
AutoCAD SHX Text HEADER BRD W/ 2 - 20d COMMON
AutoCAD SHX Text
NAILS EA END INTO STUD
AutoCAD SHX Text
2 X 4 PERMANENT ROUGH SAWN
AutoCAD SHX Text HEADER BRD W/ 2 - 20d COMMON
AutoCAD SHX Text
NAILS EA END INTO STUD
AutoCAD SHX Text
STUD, TYP
AutoCAD SHX Text
SIM
AutoCAD SHX Text
SUB SHEET NO
AutoCAD SHX Text
A/E FIRM
AutoCAD SHX Text
PRIME:
AutoCAD SHX Text
SUB:
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
SCHEMMER
AutoCAD SHX Text
OMAHA, NE
AutoCAD SHX Text
DLB
AutoCAD SHX Text
PJJ
AutoCAD SHX Text
PJJ
AutoCAD SHX Text
JAN 2022
AutoCAD SHX Text 219006
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AMI
AutoCAD SHX Text
SUPERIOR, WI
AutoCAD SHX Text S4.0
AutoCAD SHX Text S4.0
AutoCAD SHX Text
WEST WALL INTERIOR FRAMING ELEV
AutoCAD SHX Text
AutoCAD SHX Text 1/2" = 1'-0"
AutoCAD SHX Text S4.0
AutoCAD SHX Text
EAST WALL INTERIOR FRAMING ELEV
AutoCAD SHX Text
AutoCAD SHX Text 1/2" = 1'-0"
AutoCAD SHX Text
NOTE: BASE OF ORIGINAL STUDS PARTIALLY
AutoCAD SHX Text
ROTTED WHERE STUDS ARE DOUBLED UP.
AutoCAD SHX Text
SEE DTL 5/S5.0 FOR MODIFIED STUD REINF.
AutoCAD SHX Text
1. SILL PL MUST BE REPLACED PRIOR TO FINAL PLACEMENT.
AutoCAD SHX Text
1. SILL PL MUST BE REPLACED PRIOR TO FINAL PLACEMENT.
AutoCAD SHX Text
EXISTING FRAMING
AutoCAD SHX Text
FRAMING ADDED FOR 2016 MOVE -
AutoCAD SHX Text
FRAMING TO BE REMOVED AFTER
AutoCAD SHX Text
FRAMING REQ'D FOR PROPOSED DOCK
AutoCAD SHX Text
MOVE
AutoCAD SHX Text
FRAMING KEY
AutoCAD SHX Text
HERRING SHED IS IN FINAL POSITION
AutoCAD SHX Text
ON DOCK
AutoCAD SHX Text 80069
INTERIOR FRAMING ELEVS
LITTLE SAND BAY
APOSTLE ISLANDS NATIONAL LAKESHORE
AutoCAD SHX Text 2 X 6
AutoCAD SHX Text
PERMANENT REPLACE
AutoCAD SHX Text
2 X 4 BASE PL
AutoCAD SHX Text
AutoCAD SHX Text S5.0
AutoCAD SHX Text
AutoCAD SHX Text S5.0
AutoCAD SHX Text
SIM
AutoCAD SHX Text
SIM
AutoCAD SHX Text 2 X 6
AutoCAD SHX Text
PERMANENT REPLACE
AutoCAD SHX Text
2 X 4 BASE PL
AutoCAD SHX Text
PERMANENT TIMBER FILL
AutoCAD SHX Text
AutoCAD SHX Text S5.0
AutoCAD SHX Text
AutoCAD SHX Text S5.0
AutoCAD SHX Text
SIM
AutoCAD SHX Text
SIM
AutoCAD SHX Text
REPLACE 2 X 4
AutoCAD SHX Text
BASE PL
AutoCAD SHX Text
AutoCAD SHX Text S5.0
AutoCAD SHX Text
AutoCAD SHX Text S5.0
AutoCAD SHX Text
PERMANENT
AutoCAD SHX Text
SIM
AutoCAD SHX Text
SIM
AutoCAD SHX Text
REPLACE MISSING
AutoCAD SHX Text
2 X 6 SILL PL
AutoCAD SHX Text
REPLACE 2 X 4
AutoCAD SHX Text
BASE PL
AutoCAD SHX Text
REMOVE EXIST
AutoCAD SHX Text
BRACE, TYP
AutoCAD SHX Text
PROVIDE 2 X 4
AutoCAD SHX Text
PERMANENT BRACE
AutoCAD SHX Text
AutoCAD SHX Text S5.0
AutoCAD SHX Text
AutoCAD SHX Text S5.0
AutoCAD SHX Text
PERMANENT
AutoCAD SHX Text
PERMANENT
AutoCAD SHX Text
EXIST STUD
AutoCAD SHX Text
EXIST DIAG SPLICE
AutoCAD SHX Text
EXIST SPLICED STUD
AutoCAD SHX Text
EXIST SILL PL
AutoCAD SHX Text
ROUGH SAWN 2 X 4
AutoCAD SHX Text W/ 6 - 20d COMMON
AutoCAD SHX Text
NAILS STAGGERED LOC-
AutoCAD SHX Text
ATED ABOVE EXIST
AutoCAD SHX Text
SPLICE
AutoCAD SHX Text TOENAIL 2 - 20d
AutoCAD SHX Text
COMMON NAILS INTO
AutoCAD SHX Text
SILL PL
AutoCAD SHX Text
MIN
AutoCAD SHX Text
ESTCODE
AutoCAD SHX Text
ESTCODE
AutoCAD SHX Text
5" MAX, TYP
AutoCAD SHX Text
EXIST TOP/TIE PL
AutoCAD SHX Text
2 X 4 ROUGH SAWN
AutoCAD SHX Text
PERMANENT DIAG BRACE
AutoCAD SHX Text
EXIST STUD
AutoCAD SHX Text
EXIST SILL PL
AutoCAD SHX Text
2 X DOCK TIMBER
AutoCAD SHX Text
DECKING
AutoCAD SHX Text
12 X 12 TIMBER
AutoCAD SHX Text
2 X 4 ROUGH
AutoCAD SHX Text
SAWN PERMANENT
AutoCAD SHX Text
EXIST STUD
AutoCAD SHX Text
1/2"%%C LAG BOLT,
AutoCAD SHX Text
7" MIN EMBED -
AutoCAD SHX Text
2 - 5" SIMPSON
AutoCAD SHX Text
SDWS TIMBER SCREWS,
AutoCAD SHX Text
TYP. SCREWS SHALL
AutoCAD SHX Text
BE INSTALLED PRIOR
AutoCAD SHX Text
TO SHED FINAL PLACE-
AutoCAD SHX Text
MENT.
AutoCAD SHX Text 2 - 20d COMMON NAILS
AutoCAD SHX Text
AT EA STUD, TYP
AutoCAD SHX Text
LOCATE ON EITHER
AutoCAD SHX Text
SIDE OF STUD
AutoCAD SHX Text
DIAG BRACE
AutoCAD SHX Text
SUB SHEET NO
AutoCAD SHX Text
A/E FIRM
AutoCAD SHX Text
PRIME:
AutoCAD SHX Text
SUB:
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
SCHEMMER
AutoCAD SHX Text
OMAHA, NE
AutoCAD SHX Text
DLB
AutoCAD SHX Text
PJJ
AutoCAD SHX Text
PJJ
AutoCAD SHX Text
JAN 2022
AutoCAD SHX Text 219006
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AMI
AutoCAD SHX Text
SUPERIOR, WI
AutoCAD SHX Text S5.0
AutoCAD SHX Text S5.0
AutoCAD SHX Text
SOUTH WALL INTERIOR FRAMING ELEV
AutoCAD SHX Text
AutoCAD SHX Text 1/2" = 1'-0"
AutoCAD SHX Text S5.0
AutoCAD SHX Text
NORTH WALL INTERIOR FRAMING ELEV
AutoCAD SHX Text
AutoCAD SHX Text 1/2" = 1'-0"
AutoCAD SHX Text S5.0
AutoCAD SHX Text
PHASE 2/3 WALL INTERIOR FRAMING ELEV
AutoCAD SHX Text
AutoCAD SHX Text 1/2" = 1'-0"
AutoCAD SHX Text S5.0
AutoCAD SHX Text
PHASE 1/2 WALL INTERIOR FRAMING ELEV
AutoCAD SHX Text
AutoCAD SHX Text 1/2" = 1'-0"
AutoCAD SHX Text
NOTE: BASE OF ORIGINAL STUDS PARTIALLY
AutoCAD SHX Text
ROTTEN WHERE STUDS ARE DOUBLED UP.
AutoCAD SHX Text S5.0
AutoCAD SHX Text
TYP STUD SPLICE REINFORCEMENT DTL
AutoCAD SHX Text
AutoCAD SHX Text 1" = 1'-0"
AutoCAD SHX Text S5.0
AutoCAD SHX Text
TYP DIAGONAL BRACE HOLDOWN DETAIL
AutoCAD SHX Text
AutoCAD SHX Text 3/4" = 1'-0"
AutoCAD SHX Text
EXISTING FRAMING
AutoCAD SHX Text
FRAMING ADDED FOR 2016 MOVE -
AutoCAD SHX Text
FRAMING TO BE REMOVED AFTER
AutoCAD SHX Text
FRAMING REQ'D FOR PROPOSED DOCK
AutoCAD SHX Text
MOVE
AutoCAD SHX Text
FRAMING KEY
AutoCAD SHX Text
HERRING SHED IS IN FINAL POSITION
AutoCAD SHX Text
ON DOCK
AutoCAD SHX Text 80069
AutoCAD SHX Text
AutoCAD SHX Text
1. SEE ELEVATION FOR SLOPE AND EXTENT OF
AutoCAD SHX Text
DIAGONAL BRACING.
AutoCAD SHX Text
2. WALL OPENINGS NOT SHOWN FOR CLARITY.
AutoCAD SHX Text
3. ONLY WALL ANCHORS REQUIRED AT SIM CONDI-
TION.
JACKING AND RAIL PLAN
LITTLE SAND BAY
APOSTLE ISLANDS NATIONAL LAKESHORE
AutoCAD SHX Text
RAIL BELOW FOR
AutoCAD SHX Text
MOVING
AutoCAD SHX Text
RAIL BELOW FOR
AutoCAD SHX Text
MOVING
AutoCAD SHX Text
DBL 2 X 12 CROSS
AutoCAD SHX Text
BEAMS FOR JACKING,
AutoCAD SHX Text
TYP
AutoCAD SHX Text
JACKING PLATE, TYP
AutoCAD SHX Text
1'-6" MAX
AutoCAD SHX Text
AVERAGE WALL WEIGHT = 115 PLF
AutoCAD SHX Text
AVERAGE WALL WEIGHT = 212 PLF
AutoCAD SHX Text
NOTE: WHEN JACKING
AutoCAD SHX Text
ON DOCK, EQUALLY
AutoCAD SHX Text
DISTRIBUTE LOAD TO
AutoCAD SHX Text
4 DECKING BOARDS,
AutoCAD SHX Text
MIN
AutoCAD SHX Text
TEMPORARY
AutoCAD SHX Text
AutoCAD SHX Text S6.0
AutoCAD SHX Text
TYP
AutoCAD SHX Text
EXIST STUD
AutoCAD SHX Text
2 X 4 EA SIDE
AutoCAD SHX Text
OF EXIST STUD
AutoCAD SHX Text
5 - SIMPSON 3" SDWS
AutoCAD SHX Text
TIMBER SCREWS, EXT
AutoCAD SHX Text
GRADE, EA SIDE STAG-
AutoCAD SHX Text
GERED (10 TOTAL)
AutoCAD SHX Text
2 X 12 JACKING BM
AutoCAD SHX Text
EA SIDE OF EXIST STUD -
AutoCAD SHX Text
SEE PLAN FOR LOCS
AutoCAD SHX Text
3 - SIMPSON 3" SDWS
AutoCAD SHX Text
TIMBER SCREWS, EXT GRADE,
AutoCAD SHX Text
EA SIDE STAGGERED
AutoCAD SHX Text
SCREW FAR SIDE
AutoCAD SHX Text
SCREW NEAR SIDE
AutoCAD SHX Text
MAX
AutoCAD SHX Text
TYP
AutoCAD SHX Text
MIN
AutoCAD SHX Text
3 " MIN,38" MIN,
AutoCAD SHX Text
1'-7" MIN
AutoCAD SHX Text
JACKING PL
AutoCAD SHX Text
SUB SHEET NO
AutoCAD SHX Text
A/E FIRM
AutoCAD SHX Text
PRIME:
AutoCAD SHX Text
SUB:
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
SCHEMMER
AutoCAD SHX Text
OMAHA, NE
AutoCAD SHX Text
DLB
AutoCAD SHX Text
PJJ
AutoCAD SHX Text
PJJ
AutoCAD SHX Text
JAN 2022
AutoCAD SHX Text 219006
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AMI
AutoCAD SHX Text
SUPERIOR, WI
AutoCAD SHX Text S6.0
AutoCAD SHX Text S6.0
AutoCAD SHX Text
HERRING SHED JACKING AND RAIL PLAN
AutoCAD SHX Text
AutoCAD SHX Text 1/2" = 1'-0"
AutoCAD SHX Text
1. TOTAL WEIGHT OF HERRING SHED = 19,000 LB.
AutoCAD SHX Text
2. 2 X 12 CROSS BEAMS FOR JACKING TO BE
AutoCAD SHX Text
REMOVED AFTER FINAL PLACEMENT OF SHED.
AutoCAD SHX Text
EXISTING FRAMING
AutoCAD SHX Text
FRAMING ADDED FOR 2016 MOVE -
AutoCAD SHX Text
FRAMING TO BE REMOVED AFTER
AutoCAD SHX Text
FRAMING REQ'D FOR PROPOSED DOCK
AutoCAD SHX Text
MOVE
AutoCAD SHX Text
FRAMING KEY
AutoCAD SHX Text
HERRING SHED IS IN FINAL POSITION
AutoCAD SHX Text
ON DOCK
AutoCAD SHX Text S6.0
AutoCAD SHX Text
JACKING DETAIL
AutoCAD SHX Text
AutoCAD SHX Text 1" = 1'-0"
AutoCAD SHX Text 80069
MOVING SEQUENCE PLAN
LITTLE SAND BAY
APOSTLE ISLANDS NATIONAL LAKESHORE
FINAL CONSTRUCTION DOCUMENTS
AutoCAD SHX Text 0+25
AutoCAD SHX Text 0+45
AutoCAD SHX Text 0+66
AutoCAD SHX Text 0+86
AutoCAD SHX Text 1+03
AutoCAD SHX Text
CRIB #4
AutoCAD SHX Text
CRIB #1
AutoCAD SHX Text
CRIB #2
AutoCAD SHX Text
CRIB #3
AutoCAD SHX Text 0+10
AutoCAD SHX Text 0+25
AutoCAD SHX Text 0+45
AutoCAD SHX Text 0+66
AutoCAD SHX Text 0+86
AutoCAD SHX Text 1+03
AutoCAD SHX Text
CRIB #4
AutoCAD SHX Text
CRIB #1
AutoCAD SHX Text
CRIB #2
AutoCAD SHX Text
CRIB #3
AutoCAD SHX Text 0+10
AutoCAD SHX Text 0+25
AutoCAD SHX Text 0+45
AutoCAD SHX Text 0+66
AutoCAD SHX Text 0+86
AutoCAD SHX Text 1+03
AutoCAD SHX Text
CRIB #4
AutoCAD SHX Text
CRIB #1
AutoCAD SHX Text
CRIB #2
AutoCAD SHX Text
CRIB #3
AutoCAD SHX Text 0+10
AutoCAD SHX Text 0+25
AutoCAD SHX Text 0+45
AutoCAD SHX Text 0+66
AutoCAD SHX Text 0+86
AutoCAD SHX Text 1+03
AutoCAD SHX Text
CRIB #4
AutoCAD SHX Text
CRIB #1
AutoCAD SHX Text
CRIB #2
AutoCAD SHX Text
CRIB #3
AutoCAD SHX Text 0+10
AutoCAD SHX Text
SUB SHEET NO
AutoCAD SHX Text
A/E FIRM
AutoCAD SHX Text
PRIME:
AutoCAD SHX Text
SUB:
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
SCHEMMER
AutoCAD SHX Text
OMAHA, NE
AutoCAD SHX Text
DLB
AutoCAD SHX Text
PJJ
AutoCAD SHX Text
PJJ
AutoCAD SHX Text
JAN 2022
AutoCAD SHX Text 219006
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AMI
AutoCAD SHX Text
SUPERIOR, WI
AutoCAD SHX Text S7.0
AutoCAD SHX Text S7.0
AutoCAD SHX Text
MOVING SEQUENCE - STEP 1
AutoCAD SHX Text
AutoCAD SHX Text 3/32" = 1'-0"
AutoCAD SHX Text S7.0
AutoCAD SHX Text
MOVING SEQUENCE - STEP 2
AutoCAD SHX Text
AutoCAD SHX Text 3/32" = 1'-0"
AutoCAD SHX Text S7.0
AutoCAD SHX Text
MOVING SEQUENCE - STEP 3
AutoCAD SHX Text
AutoCAD SHX Text 3/32" = 1'-0"
AutoCAD SHX Text S7.0
AutoCAD SHX Text
EXISTING POSITION
AutoCAD SHX Text
AutoCAD SHX Text 3/32" = 1'-0"
AutoCAD SHX Text 80069
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NOTE:
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DETAILED MOVING PLAN SHALL BE SUBMITTED
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AND APPROVED BY CONTRACTING OFFICER
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PRIOR TO MOBILIZATION TO SITE. MOVING
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PLAN SHALL INCLUDE, AT A MINIMUM, DETAILS
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OF CRIBBING, JACKS, RAILS, ROLLERS, BRACING
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MEMBERS TO BE INSTALLED FOR CRIBBING,
ANTICIPATED MOVING FORCES.
MOVING SEQUENCE ELEVS
LITTLE SAND BAY
APOSTLE ISLANDS NATIONAL LAKESHORE
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ESTCODE
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ESTCODE
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ESTCODE
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ESTCODE
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ESTCODE
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ESTCODE
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ESTCODE
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ESTCODE
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TEMPORARY SHORING AND MOVING RAILS/
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BEAMS SHOWN FOR ILLISTRATION ONLY.
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SHORING SHALL BE SIZED, SPACED, AND
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DESIGNED BY CONTRACTOR.
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ESTCODE
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ESTCODE
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ESTCODE
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ESTCODE
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TEMPORARY SHORING AND MOVING RAILS/
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BEAMS SHOWN FOR ILLISTRATION ONLY.
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SHORING SHALL BE SIZED, SPACED, AND
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DESIGNED BY CONTRACTOR.
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ESTCODE
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ESTCODE
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ESTCODE
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ESTCODE
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CONTINUOUS BEAM AND RAILS
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TO BE REMOVED AFTER HERRING
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SHED IS RELOCATED.
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TIMBER RAMP TO BE INSTALLED
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AFTER RELOCATION
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SUB SHEET NO
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A/E FIRM
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PRIME:
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SUB:
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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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SCHEMMER
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OMAHA, NE
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DLB
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PJJ
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PJJ
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JAN 2022
AutoCAD SHX Text 219006
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AMI
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SUPERIOR, WI
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EXISTING POSITION
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AutoCAD SHX Text 3/32" = 1'-0"
AutoCAD SHX Text S8.0
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MOVING SEQUENCE - STEP 1
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AutoCAD SHX Text 3/32" = 1'-0"
AutoCAD SHX Text S8.0
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MOVING SEQUENCE - STEP 2
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AutoCAD SHX Text 3/32" = 1'-0"
AutoCAD SHX Text S8.0
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MOVING SEQUENCE - STEP 3
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AutoCAD SHX Text 3/32" = 1'-0"
AutoCAD SHX Text 80069
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