RAM drawings.pdf
PDF 3 MB Posted
- Solicitation number
- RFQ - 171 - 240000000207
- Issued by
- Roscommon County, Michigan
About this file
This document is the architectural drawings and project specifications for the roof replacement on the Ontario, Superior, and Michigan Lodges at the Ralph A. MacMullan Conference Center in Roscommon, Michigan. The project is managed by the Michigan Department of Natural Resources and the Department of Technology, Management and Budget under project number 751/22434.TYC. The scope of work involves removing the existing shingles, felt, ice barrier, and venting on the roofs of the three lodges and installing new asphalt shingles, ice barrier, ridge vents, and other related accessories. The work is to be completed by December 21, 2023. The contractor must obtain all necessary permits and is responsible for site cleanup and restoration.
The technical specifications provide detailed requirements for the roofing materials, flashing, gutters, and other construction elements. The drawings show the existing conditions, demolition work, and new roof plans and elevations for each lodge. The contractor is required to field verify all existing dimensions and conditions prior to commencing work. Pricing is to be provided as lump sum bids, and the contractor must have a separate line item for the demolition work. The project is funded by the State of Michigan, but the document does not specify the total budget or funding sources.
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Other files
| File | Type | Posted |
|---|---|---|
| Constr bid addendum 2.pdf | ||
| Advertisement.pdf | ||
| Constr bid addendum 1.pdf | ||
| RAM specifications.pdf | ||
| Constr Bid addendum 3.pdf |
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Text version
CS-001 COVER SHEET
GENERAL
SHEET INDEX
ARCHITECTURAL
LAKE
MICHIGAN
LAKE
SUPERIOR
LAKE
ERIE
LAKE
HURON
AD-101 ONTARIO LODGE ROOF PLAN - DEMOLITION
AD-102
RL
BB
BB
COVER SHEET
CS-001
11.28.23 OWNER REVIEW
12.21.23 PERMITS
ROOF REPLACEMENT-
LAKE ONTARIO, LAKE
SUPERIOR & LAKE
MICHIGAN LODGES
Roscommon, Michigan DTMB File No.: 751/22434.TYC
SUPERIOR LODGE ROOF PLAN - DEMOLITION
Ralph A. MacMullan Conference Center
ONTARIO LODGE
AD-103 MICHIGAN LODGE ROOF PLAN - DEMOLITION
Sheet Number:
Project Number:
Sheet Title:
Drawn:
Checked:
Approved:
Seal:
45650 Grand River Avenue Novi, Michigan 48374
Ph: (248)349-4500 • Fax: (248)349-1429
Issued ForDate
THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF SIDOCK GROUP, INC. AND
CANNOT BE REPRODUCED, COPIED, OR USED IN ANY MANNER WITHOUT THE
PRIOR WRITTEN CONSENT OF SIDOCK GROUP, INC. 2023
Project:
Client:
Corporate Headquarters
Key Plan:
www.sidockgroup.com
Sidock Group
No Scale
ARCHITECTSENGINEERS CONSULTANTS
757 S. Wisconsin Ave.
Gaylord, Michigan 49735
Ph: (989)705-8400 • Fax: (989)705-8403
Gaylord Office
Okemos • Gaylord • Sault Ste. Marie Novi • Wyandotte • Muskegon
Tampa, FA • Williamsport, PA
MICHIGAN DEPT. OF
NATURAL RESOURCES
DTMB #751/22434.TYC
ROOF RELPACEMENT-
LAKE ONTARIO, LAKE
SUPERIOR & LAKE
MICHIGAN LODGES
Ralph A. MacMullan Conference Center 104 Conservation Drive Rosscommon, MI 48635
522736
PROJECT INFORMATION
SITE AREA:
EXISTING: EXISTING
ZONING:
EXISTING= N/A- NO CHANGE IN USE
USE:
PRIMARY USE: RESIDENTIAL
PARKING: N/A- NO CHANGE OF USE
SITE DATA
BUILDING DATA
CODE INFORMATION
BUILDING CODE: 2015 MICHIGAN REHABILITATION CODE FOR EXISTING BUILDINGS
HEIGHT/AREA MODIFICATIONS: N/A- EXIST./ NO ADDITION OF SPACE PROPOSED
RISK CATEGORY: II
PLUMBING CODE: MICHIGAN PLUMBING CODE - 2018
MECHANICAL CODE: MICHIGAN MECHANICAL CODE - 2015
ELECTRICAL CODE: MICHIGAN ELECTRICAL CODE - 2017, INCORPORATING THE
2017 NEC W/ MICHIGAN PART 8 RULES
FIRE CODE: INTERNATIONAL FIRE CODE- 2015
ENERGY CODE: ASHRAE STANDARD 90.1-2013 W/ 2015 MICHIGAN UNIFORM
ENERGY CODE PART 10A AMENDMENTS
CONSTRUCTION CLASSIFICATION: VB (NOT SPRINKLERED, EXISTING)
OCC. GROUP(S): R-1 (RESIDENTIAL)
VENTING REQUIREMENTS
VENTING AREA REQUIRED @ 1/150 AREA:
LAKE ONTARIO LODGE LAKE SUPERIOR LODGE LAKE MICHIGAN LODGE
12 S.F. = 1,728 S.I. 24 S.F. = 3,456 S.I. 13 S.F. = 1,872 S.I.
VENTING PROVIDED
RIDGE VENT @ 20 S.I./L.F. 80 L.F. = 1,600 S.I. 148 L.F. = 2,960 S.I. 95 L.F. = 1,900 S.I.
GABLE VENT @ 312 S.I./EA (2) @ 312 = 624 S.I. (4) @ 312 = 1,248 S.I. (3) @ 312 = 936 S.I.
TOTAL VENTED AREA 2,224 S.I. 4,208 S.I. 2,836 S.I.
VENTING DATA
BUILDING DATA
ATTIC AREA: LAKE ONTARIO LODGE LAKE SUPERIOR LODGE LAKE MICHIGAN LODGE
1,760S.F. 3,625 S.F. 1,997 S.F.
SUPERIOR LODGE
MICHIGAN LODGE
HIGGINS
LAKE
BUILDING AREA: LAKE ONTARIO LODGE LAKE SUPERIOR LODGE LAKE MICHIGAN LODGE
2,222S.F. 3,783 S.F. 2,110 S.F.
N HIGGINS LAKE DRIVE
AD-201 ONTARIO LODGE ELEVATIONS - DEMOLITION
AD-202 SUPERIOR LODGE ELEVATIONS - DEMOLITION
AD-203 MICHIGAN LODGE ELEVATIONS - DEMOLITION
A-101 ONTARIO LODGE ROOF PLAN
A-102 SUPERIOR LODGE ROOF PLAN
A-103 MICHIGAN LODGE ROOF PLAN
A-201 ONTARIO LODGE ELEVATIONS
A-202 SUPERIOR LODGE ELEVATIONS
A-203 MICHIGAN LODGE ELEVATIONS
A-901 ROOF DETAILS
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SCHOOLCRAFT
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MANISTEE
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OCEANA
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MUSKEGON
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MASON
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BERRIEN
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GOGEBIC
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DICKINSON
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MENOMINEE
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DELTA
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ONTONAGON
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IRON
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BARAGA
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HOUGHTON
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KEWEENAW
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MARQUETTE
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ALGER
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ST. CLAIR
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HILLSDALE
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CASS
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ST. JOSEPH
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BRANCH
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LENAWEE
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MONROE
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GLADWIN
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MIDLAND
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JACKSON
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BARRY
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VAN BUREN
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ALLEGAN
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KALAMAZOO
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OTTAWA
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KENT
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EATON
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CALHOUN
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IONIA
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CLINTON
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MECOSTA
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OSCEOLA
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NEWAYGO
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MACOMB
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LAKE
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ISABELLA
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MONTCALM
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SAGINAW
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GRATIOT
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CLARE
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SANILAC
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INGHAM
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WASHTENAW
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LIVINGSTON
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SHIAWASSEE
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GENESEE
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OAKLAND
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WAYNE
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LAPEER
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ANTRIM
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TUSCOLA
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WEXFORD
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ARENAC
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BAY
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BENZIE
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HURON
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KALKASKA
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CRAWFORD
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OTSEGO
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CHALEVOIX
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EMMET
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GRAND TRAVERSE
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CHEBOYGAN
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OSCODA
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OGEMAW
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MONTMORENCY
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LELANAU
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ROSCOMMON
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MISSAUKEE
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ALPENA
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PRESQUE ISLE
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CHIPPEWA
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LUCE
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MACKINAC
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IOSCO
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ALCONA
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RL
BB
BB
ONTARIO LODGE
ROOF PLAN -
DEMOLITION
AD-101
11.28.23 OWNER REVIEW
12.21.23 PERMITS
Sheet Number:
Project Number:
Sheet Title:
Drawn:
Checked:
Approved:
Seal:
45650 Grand River Avenue Novi, Michigan 48374
Ph: (248)349-4500 • Fax: (248)349-1429
Issued ForDate
THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF SIDOCK GROUP, INC. AND
CANNOT BE REPRODUCED, COPIED, OR USED IN ANY MANNER WITHOUT THE
PRIOR WRITTEN CONSENT OF SIDOCK GROUP, INC. 2023
Project:
Client:
Corporate Headquarters
Key Plan:
www.sidockgroup.com
Sidock Group
No Scale
ARCHITECTSENGINEERS CONSULTANTS
757 S. Wisconsin Ave.
Gaylord, Michigan 49735
Ph: (989)705-8400 • Fax: (989)705-8403
Gaylord Office
Okemos • Gaylord • Sault Ste. Marie Novi • Wyandotte • Muskegon
Tampa, FA • Williamsport, PA
MICHIGAN DEPT. OF
NATURAL RESOURCES
DTMB #751/22434.TYC
ROOF RELPACEMENT-
LAKE ONTARIO, LAKE
SUPERIOR & LAKE
MICHIGAN LODGES
Ralph A. MacMullan Conference Center 104 Conservation Drive Rosscommon, MI 48635
522736
AutoCAD SHX Text
EX. FLUE TO REMAIN
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EX. V.T.R. TO REMAIN
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CHIMNEY TO REMAIN
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EX. V.T.R. TO REMAIN
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EX. V.T.R. TO REMAIN
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EX. V.T.R. TO REMAIN
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EX. V.T.R. TO REMAIN
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EX. FLUE TO REMAIN
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EX. FLUE TO REMAIN
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REMOVE TURBINE VENT
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REMOVE SHINGLES AND FELT DOWN TO EXIST. SHEATHING
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REMOVE TURBINE VENT
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BUILDING LINE BELOW
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REMOVE DRIP EDGE
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BUILDING LINE BELOW
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REMOVE DRIP EDGE
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REMOVE SHINGLES AND FELT DOWN TO EXIST. SHEATHING
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BUILDING LINE BELOW
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REMOVE HORIZONTAL SIDING, WATERTABLE TRIM AND SHEATHING TO FIT VENT
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REMOVE HORIZONTAL SIDING, WATERTABLE TRIM AND SHEATHING TO FIT VENT
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BUILDING LINE BELOW
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REMOVE DRIP EDGE
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SCALE: " = 1'-0"14" = 1'-0"
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ROOF PLAN - DEMOLITION
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EXISTING NOTES
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1. CONTRACTOR MUST VISIT THE SITE AND FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. CONTRACTOR MUST VISIT THE SITE AND FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. VERIFY MEASUREMENTS WITH CORRESPONDING CONSTRUCTION OR EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE WORK, AND NOTIFY THE ARCHITECT IMMEDIATELY OF SIGNIFICANT DISCREPANCIES. 2. VERIFY ALL CONDITIONS COVERING OR AFFECTING THE STRUCTURAL WORK, OBTAIN AND VERIFY VERIFY ALL CONDITIONS COVERING OR AFFECTING THE STRUCTURAL WORK, OBTAIN AND VERIFY ALL DIMENSIONS AND ELEVATIONS TO ENSURE THE PROPER STRENGTH, FIT AND LOCATION OF THE STRUCTURAL WORK. REPORT TO THE ARCHITECT ANY AND ALL CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT THE OR PREVENT THE PROPER EXECUTION AND COMPLETION OF THE WORK. ALL DISCREPANCIES SHALL BE FULLY RESOLVED PRIOR TO COMMENCING WORK. 3. EXISTING CONSTRUCTION NOT UNDERGOING ALTERNATION IS TO REMAIN UNDISTURBED, WHERE EXISTING CONSTRUCTION NOT UNDERGOING ALTERNATION IS TO REMAIN UNDISTURBED, WHERE SUCH CONSTRUCTION IS DISTURBED AS A RESULT OF THE OPERATIONS OF THIS CONTRACT, IT MUST BE REPAIRED OR REPLACED BY THE CONTRACTOR AS REQUIRED AND TO THE SATISFACTION OF THE ARCHITECT. 4. WHERE THE EXISTING CONSTRUCTION IS TO BE ALTERED, OR OTHERWISE DISTURBED, PROVIDE WHERE THE EXISTING CONSTRUCTION IS TO BE ALTERED, OR OTHERWISE DISTURBED, PROVIDE TEMPORARY AND/OR PERMANENT BRACING AND SHORING AS MAY BE REQUIRED BEFORE AND DURING OPERATIONS AND UNTIL THE WORK IS SAFELY COMPLETED AND NO LONGER NEEDS OPERATIONS AND UNTIL THE WORK IS SAFELY COMPLETED AND NO LONGER NEEDS SAME. 5. THE CONTRACTOR IS RESPONSIBLE FOR MEANS, METHODS, SEQUENCES, AND PROCEDURES OF THE CONTRACTOR IS RESPONSIBLE FOR MEANS, METHODS, SEQUENCES, AND PROCEDURES OF CONSTRUCTION. 6. ALL EXISTING STRUCTURAL MEMBERS TO REMAIN, U.N.O.ALL EXISTING STRUCTURAL MEMBERS TO REMAIN, U.N.O.
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ROOF DEMOLITION NOTES
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1. REMOVE ALL MATERIALS AND DEBRIS CREATED DURING THE DEMOLITION AND/OR CONSTRUCTION REMOVE ALL MATERIALS AND DEBRIS CREATED DURING THE DEMOLITION AND/OR CONSTRUCTION PROCESS AND DISPOSE OFF SITE IN A SAFE AND LEGAL MANNER. 2. PROVIDE TEMPORARY PROTECTION AND WEATHER SEAL FOR INTERIOR DURING CONSTRUCTION PROVIDE TEMPORARY PROTECTION AND WEATHER SEAL FOR INTERIOR DURING CONSTRUCTION PROCESS. TEMPORARY CONSTRUCTION MUST BE WATER TIGHT TO PREVENT ANY DAMAGE OR VANDALISM TO EXTERIOR SPACE. 3. PROVIDE ALL DEMOLITION WORK REQUIRED ON THE EXISTING BUILDING AS CALLED FOR ON THE PROVIDE ALL DEMOLITION WORK REQUIRED ON THE EXISTING BUILDING AS CALLED FOR ON THE DRAWINGS AND/OR REQUIRED TO ACCOMMODATE THE WORK. 4. CONTRACTOR SHALL HAVE A SEPARATE LINE ITEM/UNIT COST ON THEIR PAY APPLICATION FORMS. CONTRACTOR SHALL HAVE A SEPARATE LINE ITEM/UNIT COST ON THEIR PAY APPLICATION FORMS. 5. ALL EXISTING CONSTRUCTION TO REMAIN U.N.O. ALL EXISTING CONSTRUCTION TO REMAIN U.N.O. 6. REMOVE EXISTING VENT BOOTS/VENT FLASHING. REMOVE EXISTING VENT BOOTS/VENT FLASHING. 7. REMOVE EXISTING COUNTER/HEADWALL FLASHING. REMOVE EXISTING COUNTER/HEADWALL FLASHING. 8. REMOVE EXISTING SHINGLES, FELT, ICE BARRIER AND VENTING. REMOVE EXISTING SHINGLES, FELT, ICE BARRIER AND VENTING. 9. REMOVE EXISTING DRIP EDGE, TYP.REMOVE EXISTING DRIP EDGE, TYP.
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GENERAL NOTES
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1. CONTRACTOR SHALL COMPLY WITH THE MICHIGAN REHABILITATION CODE FOR EXISTING BUILDINGS- CONTRACTOR SHALL COMPLY WITH THE MICHIGAN REHABILITATION CODE FOR EXISTING BUILDINGS- 2015. 2. CONTRACTOR RESPONSIBLE FOR ALL PERMITS. CONTRACTOR RESPONSIBLE FOR ALL PERMITS. 3. INSTALL NEW FLASHING ON ALL EXISTING ROOF PENETRATIONS TO REMIAN - SEE DETAIL 3/A-901. INSTALL NEW FLASHING ON ALL EXISTING ROOF PENETRATIONS TO REMIAN - SEE DETAIL 3/A-901. 4. ANY LAWN AREA DISTURBED SHALL BE RESTORED TO ORIGINAL CONDITION. ANY LAWN AREA DISTURBED SHALL BE RESTORED TO ORIGINAL CONDITION. 5. FIELD VERIFY ALL EXISTING DIMENSIONS,FIELD VERIFY ALL EXISTING DIMENSIONS, RL
BB
BB
SUPERIOR LODGE
ROOF PLAN -
DEMOLITION
AD-102
11.28.23 OWNER REVIEW
12.21.23 PERMITS
Sheet Number:
Project Number:
Sheet Title:
Drawn:
Checked:
Approved:
Seal:
45650 Grand River Avenue Novi, Michigan 48374
Ph: (248)349-4500 • Fax: (248)349-1429
Issued ForDate
THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF SIDOCK GROUP, INC. AND
CANNOT BE REPRODUCED, COPIED, OR USED IN ANY MANNER WITHOUT THE
PRIOR WRITTEN CONSENT OF SIDOCK GROUP, INC. 2023
Project:
Client:
Corporate Headquarters
Key Plan:
www.sidockgroup.com
Sidock Group
No Scale
ARCHITECTSENGINEERS CONSULTANTS
757 S. Wisconsin Ave.
Gaylord, Michigan 49735
Ph: (989)705-8400 • Fax: (989)705-8403
Gaylord Office
Okemos • Gaylord • Sault Ste. Marie Novi • Wyandotte • Muskegon
Tampa, FA • Williamsport, PA
MICHIGAN DEPT. OF
NATURAL RESOURCES
DTMB #751/22434.TYC
ROOF RELPACEMENT-
LAKE ONTARIO, LAKE
SUPERIOR & LAKE
MICHIGAN LODGES
Ralph A. MacMullan Conference Center 104 Conservation Drive Rosscommon, MI 48635
522736
AutoCAD SHX Text
EX. FLUE TO REMAIN
AutoCAD SHX Text
EX. V.T.R. TO REMAIN
AutoCAD SHX Text
EX. V.T.R. TO REMAIN
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REMOVE DRIP EDGE
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BUILDING LINE BELOW
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REMOVE DRIP EDGE
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REMOVE DRIP EDGE
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REMOVE DRIP EDGE
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REMOVE SHINGLES AND FELT DOWN TO EXIST. SHEATHING
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GABLE END VENT TO BE REMOVED
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REMOVE DRIP EDGE
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REMOVE DRIP EDGE
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REMOVE DRIP EDGE
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REMOVE SHINGLES AND FELT DOWN TO EXIST. SHEATHING
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BUILDING LINE BELOW
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REMOVE DRIP EDGE
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ROOF BELOW
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ROOF BELOW
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GABLE END VENT TO BE REMOVED
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GABLE END VENT TO BE REMOVED
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GABLE END VENT TO BE REMOVED
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SCALE: " = 1'-0"14" = 1'-0"
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ROOF PLAN - DEMOLITION
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EXISTING NOTES
AutoCAD SHX Text
1. CONTRACTOR MUST VISIT THE SITE AND FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. CONTRACTOR MUST VISIT THE SITE AND FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. VERIFY MEASUREMENTS WITH CORRESPONDING CONSTRUCTION OR EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE WORK, AND NOTIFY THE ARCHITECT IMMEDIATELY OF SIGNIFICANT DISCREPANCIES. 2. VERIFY ALL CONDITIONS COVERING OR AFFECTING THE STRUCTURAL WORK, OBTAIN AND VERIFY VERIFY ALL CONDITIONS COVERING OR AFFECTING THE STRUCTURAL WORK, OBTAIN AND VERIFY ALL DIMENSIONS AND ELEVATIONS TO ENSURE THE PROPER STRENGTH, FIT AND LOCATION OF THE STRUCTURAL WORK. REPORT TO THE ARCHITECT ANY AND ALL CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT THE OR PREVENT THE PROPER EXECUTION AND COMPLETION OF THE WORK. ALL DISCREPANCIES SHALL BE FULLY RESOLVED PRIOR TO COMMENCING WORK. 3. EXISTING CONSTRUCTION NOT UNDERGOING ALTERNATION IS TO REMAIN UNDISTURBED, WHERE EXISTING CONSTRUCTION NOT UNDERGOING ALTERNATION IS TO REMAIN UNDISTURBED, WHERE SUCH CONSTRUCTION IS DISTURBED AS A RESULT OF THE OPERATIONS OF THIS CONTRACT, IT MUST BE REPAIRED OR REPLACED BY THE CONTRACTOR AS REQUIRED AND TO THE SATISFACTION OF THE ARCHITECT. 4. WHERE THE EXISTING CONSTRUCTION IS TO BE ALTERED, OR OTHERWISE DISTURBED, PROVIDE WHERE THE EXISTING CONSTRUCTION IS TO BE ALTERED, OR OTHERWISE DISTURBED, PROVIDE TEMPORARY AND/OR PERMANENT BRACING AND SHORING AS MAY BE REQUIRED BEFORE AND DURING OPERATIONS AND UNTIL THE WORK IS SAFELY COMPLETED AND NO LONGER NEEDS OPERATIONS AND UNTIL THE WORK IS SAFELY COMPLETED AND NO LONGER NEEDS SAME. 5. THE CONTRACTOR IS RESPONSIBLE FOR MEANS, METHODS, SEQUENCES, AND PROCEDURES OF THE CONTRACTOR IS RESPONSIBLE FOR MEANS, METHODS, SEQUENCES, AND PROCEDURES OF CONSTRUCTION. 6. ALL EXISTING STRUCTURAL MEMBERS TO REMAIN, U.N.O.ALL EXISTING STRUCTURAL MEMBERS TO REMAIN, U.N.O.
AutoCAD SHX Text
GENERAL NOTES
AutoCAD SHX Text
1. CONTRACTOR SHALL COMPLY WITH THE MICHIGAN REHABILITATION CODE FOR EXISTING BUILDINGS- CONTRACTOR SHALL COMPLY WITH THE MICHIGAN REHABILITATION CODE FOR EXISTING BUILDINGS- 2015. 2. CONTRACTOR RESPONSIBLE FOR ALL PERMITS. CONTRACTOR RESPONSIBLE FOR ALL PERMITS. 3. INSTALL NEW FLASHING ON ALL EXISTING ROOF PENETRATIONS TO REMIAN - SEE DETAIL 3/A-901. INSTALL NEW FLASHING ON ALL EXISTING ROOF PENETRATIONS TO REMIAN - SEE DETAIL 3/A-901. 4. ANY LAWN AREA DISTURBED SHALL BE RESTORED TO ORIGINAL CONDITION. ANY LAWN AREA DISTURBED SHALL BE RESTORED TO ORIGINAL CONDITION. 5. FIELD VERIFY ALL EXISTING DIMENSIONS,FIELD VERIFY ALL EXISTING DIMENSIONS, AutoCAD SHX Text
ROOF DEMOLITION NOTES
AutoCAD SHX Text
1. REMOVE ALL MATERIALS AND DEBRIS CREATED DURING THE DEMOLITION AND/OR CONSTRUCTION REMOVE ALL MATERIALS AND DEBRIS CREATED DURING THE DEMOLITION AND/OR CONSTRUCTION PROCESS AND DISPOSE OFF SITE IN A SAFE AND LEGAL MANNER. 2. PROVIDE TEMPORARY PROTECTION AND WEATHER SEAL FOR INTERIOR DURING CONSTRUCTION PROVIDE TEMPORARY PROTECTION AND WEATHER SEAL FOR INTERIOR DURING CONSTRUCTION PROCESS. TEMPORARY CONSTRUCTION MUST BE WATER TIGHT TO PREVENT ANY DAMAGE OR VANDALISM TO EXTERIOR SPACE. 3. PROVIDE ALL DEMOLITION WORK REQUIRED ON THE EXISTING BUILDING AS CALLED FOR ON THE PROVIDE ALL DEMOLITION WORK REQUIRED ON THE EXISTING BUILDING AS CALLED FOR ON THE DRAWINGS AND/OR REQUIRED TO ACCOMMODATE THE WORK. 4. CONTRACTOR SHALL HAVE A SEPARATE LINE ITEM/UNIT COST ON THEIR PAY APPLICATION FORMS. CONTRACTOR SHALL HAVE A SEPARATE LINE ITEM/UNIT COST ON THEIR PAY APPLICATION FORMS. 5. ALL EXISTING CONSTRUCTION TO REMAIN U.N.O. ALL EXISTING CONSTRUCTION TO REMAIN U.N.O. 6. REMOVE EXISTING VENT BOOTS/VENT FLASHING. REMOVE EXISTING VENT BOOTS/VENT FLASHING. 7. REMOVE EXISTING COUNTER/HEADWALL FLASHING. REMOVE EXISTING COUNTER/HEADWALL FLASHING. 8. REMOVE EXISTING SHINGLES, FELT, ICE BARRIER AND VENTING. REMOVE EXISTING SHINGLES, FELT, ICE BARRIER AND VENTING. 9. REMOVE EXISTING DRIP EDGE, TYP.REMOVE EXISTING DRIP EDGE, TYP.
RL
BB
BB
MICHIGAN LODGE
ROOF PLAN -
DEMOLITION
AD-103
11.28.23 OWNER REVIEW
12.21.23 PERMITS
Sheet Number:
Project Number:
Sheet Title:
Drawn:
Checked:
Approved:
Seal:
45650 Grand River Avenue Novi, Michigan 48374
Ph: (248)349-4500 • Fax: (248)349-1429
Issued ForDate
THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF SIDOCK GROUP, INC. AND
CANNOT BE REPRODUCED, COPIED, OR USED IN ANY MANNER WITHOUT THE
PRIOR WRITTEN CONSENT OF SIDOCK GROUP, INC. 2023
Project:
Client:
Corporate Headquarters
Key Plan:
www.sidockgroup.com
Sidock Group
No Scale
ARCHITECTSENGINEERS CONSULTANTS
757 S. Wisconsin Ave.
Gaylord, Michigan 49735
Ph: (989)705-8400 • Fax: (989)705-8403
Gaylord Office
Okemos • Gaylord • Sault Ste. Marie Novi • Wyandotte • Muskegon
Tampa, FA • Williamsport, PA
MICHIGAN DEPT. OF
NATURAL RESOURCES
DTMB #751/22434.TYC
ROOF RELPACEMENT-
LAKE ONTARIO, LAKE
SUPERIOR & LAKE
MICHIGAN LODGES
Ralph A. MacMullan Conference Center 104 Conservation Drive Rosscommon, MI 48635
522736
AutoCAD SHX Text
EX. V.T.R. TO REMAIN
AutoCAD SHX Text
EX. FLUE TO REMAIN
AutoCAD SHX Text
REMOVE TURBINE VENT
AutoCAD SHX Text
REMOVE DRIP EDGE
AutoCAD SHX Text
BUILDING LINE BELOW
AutoCAD SHX Text
REMOVE DRIP EDGE
AutoCAD SHX Text
GABLE END VENT TO BE REMOVED
AutoCAD SHX Text
REMOVE DRIP EDGE
AutoCAD SHX Text
REMOVE SHINGLES AND FELT DOWN TO EXIST. SHEATHING
AutoCAD SHX Text
GABLE END VENT TO BE REMOVED
AutoCAD SHX Text
REMOVE DRIP EDGE
AutoCAD SHX Text
SCALE: " = 1'-0"14" = 1'-0"
AutoCAD SHX Text
ROOF PLAN - DEMOLITION
AutoCAD SHX Text
GABLE END VENT TO BE REMOVED
AutoCAD SHX Text
EX. FLUE TO REMAIN
AutoCAD SHX Text
REMOVE TURBINE VENT
AutoCAD SHX Text
BUILDING LINE BELOW
AutoCAD SHX Text
BUILDING LINE BELOW
AutoCAD SHX Text
GABLE END VENT TO BE REMOVED
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EXISTING NOTES
AutoCAD SHX Text
1. CONTRACTOR MUST VISIT THE SITE AND FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. CONTRACTOR MUST VISIT THE SITE AND FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. VERIFY MEASUREMENTS WITH CORRESPONDING CONSTRUCTION OR EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE WORK, AND NOTIFY THE ARCHITECT IMMEDIATELY OF SIGNIFICANT DISCREPANCIES. 2. VERIFY ALL CONDITIONS COVERING OR AFFECTING THE STRUCTURAL WORK, OBTAIN AND VERIFY VERIFY ALL CONDITIONS COVERING OR AFFECTING THE STRUCTURAL WORK, OBTAIN AND VERIFY ALL DIMENSIONS AND ELEVATIONS TO ENSURE THE PROPER STRENGTH, FIT AND LOCATION OF THE STRUCTURAL WORK. REPORT TO THE ARCHITECT ANY AND ALL CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT THE OR PREVENT THE PROPER EXECUTION AND COMPLETION OF THE WORK. ALL DISCREPANCIES SHALL BE FULLY RESOLVED PRIOR TO COMMENCING WORK. 3. EXISTING CONSTRUCTION NOT UNDERGOING ALTERNATION IS TO REMAIN UNDISTURBED, WHERE EXISTING CONSTRUCTION NOT UNDERGOING ALTERNATION IS TO REMAIN UNDISTURBED, WHERE SUCH CONSTRUCTION IS DISTURBED AS A RESULT OF THE OPERATIONS OF THIS CONTRACT, IT MUST BE REPAIRED OR REPLACED BY THE CONTRACTOR AS REQUIRED AND TO THE SATISFACTION OF THE ARCHITECT. 4. WHERE THE EXISTING CONSTRUCTION IS TO BE ALTERED, OR OTHERWISE DISTURBED, PROVIDE WHERE THE EXISTING CONSTRUCTION IS TO BE ALTERED, OR OTHERWISE DISTURBED, PROVIDE TEMPORARY AND/OR PERMANENT BRACING AND SHORING AS MAY BE REQUIRED BEFORE AND DURING OPERATIONS AND UNTIL THE WORK IS SAFELY COMPLETED AND NO LONGER NEEDS OPERATIONS AND UNTIL THE WORK IS SAFELY COMPLETED AND NO LONGER NEEDS SAME. 5. THE CONTRACTOR IS RESPONSIBLE FOR MEANS, METHODS, SEQUENCES, AND PROCEDURES OF THE CONTRACTOR IS RESPONSIBLE FOR MEANS, METHODS, SEQUENCES, AND PROCEDURES OF CONSTRUCTION. 6. ALL EXISTING STRUCTURAL MEMBERS TO REMAIN, U.N.O.ALL EXISTING STRUCTURAL MEMBERS TO REMAIN, U.N.O.
AutoCAD SHX Text
GENERAL NOTES
AutoCAD SHX Text
1. CONTRACTOR SHALL COMPLY WITH THE MICHIGAN REHABILITATION CODE FOR EXISTING BUILDINGS- CONTRACTOR SHALL COMPLY WITH THE MICHIGAN REHABILITATION CODE FOR EXISTING BUILDINGS- 2015. 2. CONTRACTOR RESPONSIBLE FOR ALL PERMITS. CONTRACTOR RESPONSIBLE FOR ALL PERMITS. 3. INSTALL NEW FLASHING ON ALL EXISTING ROOF PENETRATIONS TO REMIAN - SEE DETAIL 3/A-901. INSTALL NEW FLASHING ON ALL EXISTING ROOF PENETRATIONS TO REMIAN - SEE DETAIL 3/A-901. 4. ANY LAWN AREA DISTURBED SHALL BE RESTORED TO ORIGINAL CONDITION. ANY LAWN AREA DISTURBED SHALL BE RESTORED TO ORIGINAL CONDITION. 5. FIELD VERIFY ALL EXISTING DIMENSIONS,FIELD VERIFY ALL EXISTING DIMENSIONS, AutoCAD SHX Text
ROOF DEMOLITION NOTES
AutoCAD SHX Text
1. REMOVE ALL MATERIALS AND DEBRIS CREATED DURING THE DEMOLITION AND/OR CONSTRUCTION REMOVE ALL MATERIALS AND DEBRIS CREATED DURING THE DEMOLITION AND/OR CONSTRUCTION PROCESS AND DISPOSE OFF SITE IN A SAFE AND LEGAL MANNER. 2. PROVIDE TEMPORARY PROTECTION AND WEATHER SEAL FOR INTERIOR DURING CONSTRUCTION PROVIDE TEMPORARY PROTECTION AND WEATHER SEAL FOR INTERIOR DURING CONSTRUCTION PROCESS. TEMPORARY CONSTRUCTION MUST BE WATER TIGHT TO PREVENT ANY DAMAGE OR VANDALISM TO EXTERIOR SPACE. 3. PROVIDE ALL DEMOLITION WORK REQUIRED ON THE EXISTING BUILDING AS CALLED FOR ON THE PROVIDE ALL DEMOLITION WORK REQUIRED ON THE EXISTING BUILDING AS CALLED FOR ON THE DRAWINGS AND/OR REQUIRED TO ACCOMMODATE THE WORK. 4. CONTRACTOR SHALL HAVE A SEPARATE LINE ITEM/UNIT COST ON THEIR PAY APPLICATION FORMS. CONTRACTOR SHALL HAVE A SEPARATE LINE ITEM/UNIT COST ON THEIR PAY APPLICATION FORMS. 5. ALL EXISTING CONSTRUCTION TO REMAIN U.N.O. ALL EXISTING CONSTRUCTION TO REMAIN U.N.O. 6. REMOVE EXISTING VENT BOOTS/VENT FLASHING. REMOVE EXISTING VENT BOOTS/VENT FLASHING. 7. REMOVE EXISTING COUNTER/HEADWALL FLASHING. REMOVE EXISTING COUNTER/HEADWALL FLASHING. 8. REMOVE EXISTING SHINGLES, FELT, ICE BARRIER AND VENTING. REMOVE EXISTING SHINGLES, FELT, ICE BARRIER AND VENTING. 9. REMOVE EXISTING DRIP EDGE, TYP.REMOVE EXISTING DRIP EDGE, TYP.
RL
BB
BB
ONTARIO LODGE
ELEVATIONS-
DEMOLITION
AD-201
11.28.23 OWNER REVIEW
12.21.23 PERMITS
Sheet Number:
Project Number:
Sheet Title:
Drawn:
Checked:
Approved:
Seal:
45650 Grand River Avenue Novi, Michigan 48374
Ph: (248)349-4500 • Fax: (248)349-1429
Issued ForDate
THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF SIDOCK GROUP, INC. AND
CANNOT BE REPRODUCED, COPIED, OR USED IN ANY MANNER WITHOUT THE
PRIOR WRITTEN CONSENT OF SIDOCK GROUP, INC. 2023
Project:
Client:
Corporate Headquarters
Key Plan:
www.sidockgroup.com
Sidock Group
No Scale
ARCHITECTSENGINEERS CONSULTANTS
757 S. Wisconsin Ave.
Gaylord, Michigan 49735
Ph: (989)705-8400 • Fax: (989)705-8403
Gaylord Office
Okemos • Gaylord • Sault Ste. Marie Novi • Wyandotte • Muskegon
Tampa, FA • Williamsport, PA
MICHIGAN DEPT. OF
NATURAL RESOURCES
DTMB #751/22434.TYC
ROOF RELPACEMENT-
LAKE ONTARIO, LAKE
SUPERIOR & LAKE
MICHIGAN LODGES
Ralph A. MacMullan Conference Center 104 Conservation Drive Rosscommon, MI 48635
522736
AutoCAD SHX Text
REMOVE TURBINE VENT
AutoCAD SHX Text
EXIST. FASCIA TO REMAIN
AutoCAD SHX Text
REMOVE SHINGLES AND FELT DOWN TO EXIST. SHEATHING
AutoCAD SHX Text
REMOVE DRIP EDGE
AutoCAD SHX Text
REMOVE EXIST. VENT, SIDING, WATERTABLE TRIM AND/OR SHEATHING TO FIT VENT
AutoCAD SHX Text
EX. V.T.R. TO REMAIN
AutoCAD SHX Text
EX. V.T.R. TO REMAIN
AutoCAD SHX Text
EX. CHIMNEY TO REMAIN
AutoCAD SHX Text
EX. FLUE TO REMAIN
AutoCAD SHX Text
EX. FLUE TO REMAIN
AutoCAD SHX Text
REMOVE DRIP EDGE
AutoCAD SHX Text
EXIST. FASCIA TO REMAIN
AutoCAD SHX Text
REMOVE SHINGLES AND FELT DOWN TO EXIST. SHEATHING
AutoCAD SHX Text
REMOVE EXIST. VENT, SIDING, WATERTABLE TRIM AND/OR SHEATHING TO FIT VENT
AutoCAD SHX Text
EX. FLUE TO REMAIN
AutoCAD SHX Text
EX. V.T.R. TO REMAIN
AutoCAD SHX Text
EX. V.T.R. TO REMAIN
AutoCAD SHX Text
EX. V.T.R. TO REMAIN
AutoCAD SHX Text
EX. V.T.R. TO REMAIN
AutoCAD SHX Text
EX. CHIMNEY TO REMAIN
AutoCAD SHX Text
EX. FLUE TO REMAIN
AutoCAD SHX Text
REMOVE TURBINE VENT
AutoCAD SHX Text
REMOVE TURBINE VENT
AutoCAD SHX Text
EXIST. FASCIA TO REMAIN
AutoCAD SHX Text
REMOVE SHINGLES AND FELT DOWN TO EXIST. SHEATHING
AutoCAD SHX Text
REMOVE DRIP EDGE
AutoCAD SHX Text
EX. V.T.R. TO REMAIN
AutoCAD SHX Text
EX. CHIMNEY TO REMAIN
AutoCAD SHX Text
EX. FLUE TO REMAIN
AutoCAD SHX Text
REMOVE TURBINE VENT
AutoCAD SHX Text
EXIST. FASCIA TO REMAIN
AutoCAD SHX Text
REMOVE SHINGLES AND FELT DOWN TO EXIST. SHEATHING
AutoCAD SHX Text
REMOVE DRIP EDGE
AutoCAD SHX Text
GENERAL NOTES
AutoCAD SHX Text
1. CONTRACTOR SHALL COMPLY WITH THE MICHIGAN REHABILITATION CODE FOR EXISTING BUILDINGS- CONTRACTOR SHALL COMPLY WITH THE MICHIGAN REHABILITATION CODE FOR EXISTING BUILDINGS- 2015. 2. CONTRACTOR RESPONSIBLE FOR ALL PERMITS. CONTRACTOR RESPONSIBLE FOR ALL PERMITS. 3. INSTALL NEW FLASHING ON ALL EXISTING ROOF PENETRATIONS TO REMIAN - SEE DETAIL 3/A-901. INSTALL NEW FLASHING ON ALL EXISTING ROOF PENETRATIONS TO REMIAN - SEE DETAIL 3/A-901. 4. ANY LAWN AREA DISTURBED SHALL BE RESTORED TO ORIGINAL CONDITION. ANY LAWN AREA DISTURBED SHALL BE RESTORED TO ORIGINAL CONDITION. 5. FIELD VERIFY ALL EXISTING DIMENSIONS,FIELD VERIFY ALL EXISTING DIMENSIONS, AutoCAD SHX Text
ROOF DEMOLITION NOTES
AutoCAD SHX Text
1. REMOVE ALL MATERIALS AND DEBRIS CREATED DURING THE DEMOLITION AND/OR CONSTRUCTION REMOVE ALL MATERIALS AND DEBRIS CREATED DURING THE DEMOLITION AND/OR CONSTRUCTION PROCESS AND DISPOSE OFF SITE IN A SAFE AND LEGAL MANNER. 2. PROVIDE TEMPORARY PROTECTION AND WEATHER SEAL FOR INTERIOR DURING CONSTRUCTION PROVIDE TEMPORARY PROTECTION AND WEATHER SEAL FOR INTERIOR DURING CONSTRUCTION PROCESS. TEMPORARY CONSTRUCTION MUST BE WATER TIGHT TO PREVENT ANY DAMAGE OR VANDALISM TO EXTERIOR SPACE. 3. PROVIDE ALL DEMOLITION WORK REQUIRED ON THE EXISTING BUILDING AS CALLED FOR ON THE PROVIDE ALL DEMOLITION WORK REQUIRED ON THE EXISTING BUILDING AS CALLED FOR ON THE DRAWINGS AND/OR REQUIRED TO ACCOMMODATE THE WORK. 4. CONTRACTOR SHALL HAVE A SEPARATE LINE ITEM/UNIT COST ON THEIR PAY APPLICATION FORMS. CONTRACTOR SHALL HAVE A SEPARATE LINE ITEM/UNIT COST ON THEIR PAY APPLICATION FORMS. 5. ALL EXISTING CONSTRUCTION TO REMAIN U.N.O. ALL EXISTING CONSTRUCTION TO REMAIN U.N.O. 6. REMOVE EXISTING VENT BOOTS/VENT FLASHING. REMOVE EXISTING VENT BOOTS/VENT FLASHING. 7. REMOVE EXISTING COUNTER/HEADWALL FLASHING. REMOVE EXISTING COUNTER/HEADWALL FLASHING. 8. REMOVE EXISTING SHINGLES, FELT, ICE BARRIER AND VENTING. REMOVE EXISTING SHINGLES, FELT, ICE BARRIER AND VENTING. 9. REMOVE EXISTING DRIP EDGE, TYP.REMOVE EXISTING DRIP EDGE, TYP.
AutoCAD SHX Text
EXISTING NOTES
AutoCAD SHX Text
1. CONTRACTOR MUST VISIT THE SITE AND FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. CONTRACTOR MUST VISIT THE SITE AND FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. VERIFY MEASUREMENTS WITH CORRESPONDING CONSTRUCTION OR EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE WORK, AND NOTIFY THE ARCHITECT IMMEDIATELY OF SIGNIFICANT DISCREPANCIES. 2. VERIFY ALL CONDITIONS COVERING OR AFFECTING THE STRUCTURAL WORK, OBTAIN AND VERIFY VERIFY ALL CONDITIONS COVERING OR AFFECTING THE STRUCTURAL WORK, OBTAIN AND VERIFY ALL DIMENSIONS AND ELEVATIONS TO ENSURE THE PROPER STRENGTH, FIT AND LOCATION OF THE STRUCTURAL WORK. REPORT TO THE ARCHITECT ANY AND ALL CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT THE OR PREVENT THE PROPER EXECUTION AND COMPLETION OF THE WORK. ALL DISCREPANCIES SHALL BE FULLY RESOLVED PRIOR TO COMMENCING WORK. 3. EXISTING CONSTRUCTION NOT UNDERGOING ALTERNATION IS TO REMAIN UNDISTURBED, WHERE EXISTING CONSTRUCTION NOT UNDERGOING ALTERNATION IS TO REMAIN UNDISTURBED, WHERE SUCH CONSTRUCTION IS DISTURBED AS A RESULT OF THE OPERATIONS OF THIS CONTRACT, IT MUST BE REPAIRED OR REPLACED BY THE CONTRACTOR AS REQUIRED AND TO THE SATISFACTION OF THE ARCHITECT. 4. WHERE THE EXISTING CONSTRUCTION IS TO BE ALTERED, OR OTHERWISE DISTURBED, PROVIDE WHERE THE EXISTING CONSTRUCTION IS TO BE ALTERED, OR OTHERWISE DISTURBED, PROVIDE TEMPORARY AND/OR PERMANENT BRACING AND SHORING AS MAY BE REQUIRED BEFORE AND DURING OPERATIONS AND UNTIL THE WORK IS SAFELY COMPLETED AND NO LONGER NEEDS OPERATIONS AND UNTIL THE WORK IS SAFELY COMPLETED AND NO LONGER NEEDS SAME. 5. THE CONTRACTOR IS RESPONSIBLE FOR MEANS, METHODS, SEQUENCES, AND PROCEDURES OF THE CONTRACTOR IS RESPONSIBLE FOR MEANS, METHODS, SEQUENCES, AND PROCEDURES OF CONSTRUCTION. 6. ALL EXISTING STRUCTURAL MEMBERS TO REMAIN, U.N.O.ALL EXISTING STRUCTURAL MEMBERS TO REMAIN, U.N.O.
BB
SUPERIOR LODGE
ELEVATIONS-
DEMOLITION
AD202
11.28.23 OWNER REVIEW
12.21.23 PERMITS
Sheet Number:
Project Number:
Sheet Title:
Drawn:
Checked:
Approved:
Seal:
45650 Grand River Avenue Novi, Michigan 48374
Ph: (248)349-4500 • Fax: (248)349-1429
Issued ForDate
THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF SIDOCK GROUP, INC. AND
CANNOT BE REPRODUCED, COPIED, OR USED IN ANY MANNER WITHOUT THE
PRIOR WRITTEN CONSENT OF SIDOCK GROUP, INC. 2023
Project:
Client:
Corporate Headquarters
Key Plan:
www.sidockgroup.com
Sidock Group
No Scale
ARCHITECTSENGINEERS CONSULTANTS
757 S. Wisconsin Ave.
Gaylord, Michigan 49735
Ph: (989)705-8400 • Fax: (989)705-8403
Gaylord Office
Okemos • Gaylord • Sault Ste. Marie Novi • Wyandotte • Muskegon
Tampa, FA • Williamsport, PA
MICHIGAN DEPT. OF
NATURAL RESOURCES
DTMB #751/22434.TYC
ROOF RELPACEMENT-
LAKE ONTARIO, LAKE
SUPERIOR & LAKE
MICHIGAN LODGES
Ralph A. MacMullan Conference Center 104 Conservation Drive Rosscommon, MI 48635
522736
AutoCAD SHX Text
SOUTH ELEVATION - DEMOLITION
AutoCAD SHX Text
EX. FLUE TO REMAIN
AutoCAD SHX Text
EX. V.T.R. TO REMAIN
AutoCAD SHX Text
REMOVE DRIP EDGE
AutoCAD SHX Text
EXIST. FASCIA TO REMAIN
AutoCAD SHX Text
REMOVE SHINGLES AND FELT DOWN TO EXIST. SHEATHING
AutoCAD SHX Text
REMOVE DRIP EDGE
AutoCAD SHX Text
REMOVE SHINGLES AND FELT DOWN TO EXIST. SHEATHING
AutoCAD SHX Text
SCALE: " = 1'-0"14" = 1'-0"
AutoCAD SHX Text
REMOVE EXIST. VENT, SIDING, WATERTABLE TRIM AND/OR SHEATHING TO FIT VENT
AutoCAD SHX Text
SCALE: " = 1'-0"14" = 1'-0"
AutoCAD SHX Text
EAST ELEVATION - DEMOLITION
AutoCAD SHX Text
EX. FLUE TO REMAIN
AutoCAD SHX Text
REMOVE DRIP EDGE
AutoCAD SHX Text
EXIST. FASCIA TO REMAIN
AutoCAD SHX Text
REMOVE SHINGLES AND FELT DOWN TO EXIST. SHEATHING
AutoCAD SHX Text
EX. V.T.R. TO REMAIN
AutoCAD SHX Text
REMOVE EXIST. VENT, SIDING, WATERTABLE TRIM AND/OR SHEATHING TO FIT VENT
AutoCAD SHX Text
REMOVE DRIP EDGE
AutoCAD SHX Text
EXIST. FASCIA TO REMAIN
AutoCAD SHX Text
REMOVE SHINGLES AND FELT DOWN TO EXIST. SHEATHING
AutoCAD SHX Text
SCALE: " = 1'-0"14" = 1'-0"
AutoCAD SHX Text
WEST ELEVATION - DEMOLITION
AutoCAD SHX Text
REMOVE DRIP EDGE
AutoCAD SHX Text
EXIST. FASCIA TO REMAIN
AutoCAD SHX Text
REMOVE SHINGLES AND FELT DOWN TO EXIST. SHEATHING
AutoCAD SHX Text
EX. V.T.R. TO REMAIN
AutoCAD SHX Text
EX. FLUE TO REMAIN
AutoCAD SHX Text
REMOVE EXIST. VENT, SIDING, WATERTABLE TRIM AND/OR SHEATHING TO FIT VENT
AutoCAD SHX Text
REMOVE DRIP EDGE
AutoCAD SHX Text
EXIST. FASCIA TO REMAIN
AutoCAD SHX Text
REMOVE SHINGLES AND FELT DOWN TO EXIST. SHEATHING
AutoCAD SHX Text
SCALE: " = 1'-0"14" = 1'-0"
AutoCAD SHX Text
NORTH ELEVATION - DEMOLITION
AutoCAD SHX Text
REMOVE DRIP EDGE
AutoCAD SHX Text
EXIST. FASCIA TO REMAIN
AutoCAD SHX Text
REMOVE SHINGLES AND FELT DOWN TO EXIST. SHEATHING
AutoCAD SHX Text
REMOVE DRIP EDGE
AutoCAD SHX Text
REMOVE SHINGLES AND FELT DOWN TO EXIST. SHEATHING
AutoCAD SHX Text
EX. V.T.R. TO REMAIN
AutoCAD SHX Text
EX. FLUE TO REMAIN
AutoCAD SHX Text
REMOVE EXIST. VENT, SIDING, WATERTABLE TRIM AND/OR SHEATHING TO FIT VENT
AutoCAD SHX Text
GENERAL NOTES
AutoCAD SHX Text
1. CONTRACTOR SHALL COMPLY WITH THE MICHIGAN REHABILITATION CODE FOR EXISTING BUILDINGS- CONTRACTOR SHALL COMPLY WITH THE MICHIGAN REHABILITATION CODE FOR EXISTING BUILDINGS- 2015. 2. CONTRACTOR RESPONSIBLE FOR ALL PERMITS. CONTRACTOR RESPONSIBLE FOR ALL PERMITS. 3. INSTALL NEW FLASHING ON ALL EXISTING ROOF PENETRATIONS TO REMIAN - SEE DETAIL 3/A-901. INSTALL NEW FLASHING ON ALL EXISTING ROOF PENETRATIONS TO REMIAN - SEE DETAIL 3/A-901. 4. ANY LAWN AREA DISTURBED SHALL BE RESTORED TO ORIGINAL CONDITION. ANY LAWN AREA DISTURBED SHALL BE RESTORED TO ORIGINAL CONDITION. 5. FIELD VERIFY ALL EXISTING DIMENSIONS,FIELD VERIFY ALL EXISTING DIMENSIONS, AutoCAD SHX Text
ROOF DEMOLITION NOTES
AutoCAD SHX Text
1. REMOVE ALL MATERIALS AND DEBRIS CREATED DURING THE DEMOLITION AND/OR CONSTRUCTION REMOVE ALL MATERIALS AND DEBRIS CREATED DURING THE DEMOLITION AND/OR CONSTRUCTION PROCESS AND DISPOSE OFF SITE IN A SAFE AND LEGAL MANNER. 2. PROVIDE TEMPORARY PROTECTION AND WEATHER SEAL FOR INTERIOR DURING CONSTRUCTION PROVIDE TEMPORARY PROTECTION AND WEATHER SEAL FOR INTERIOR DURING CONSTRUCTION PROCESS. TEMPORARY CONSTRUCTION MUST BE WATER TIGHT TO PREVENT ANY DAMAGE OR VANDALISM TO EXTERIOR SPACE. 3. PROVIDE ALL DEMOLITION WORK REQUIRED ON THE EXISTING BUILDING AS CALLED FOR ON THE PROVIDE ALL DEMOLITION WORK REQUIRED ON THE EXISTING BUILDING AS CALLED FOR ON THE DRAWINGS AND/OR REQUIRED TO ACCOMMODATE THE WORK. 4. CONTRACTOR SHALL HAVE A SEPARATE LINE ITEM/UNIT COST ON THEIR PAY APPLICATION FORMS. CONTRACTOR SHALL HAVE A SEPARATE LINE ITEM/UNIT COST ON THEIR PAY APPLICATION FORMS. 5. ALL EXISTING CONSTRUCTION TO REMAIN U.N.O. ALL EXISTING CONSTRUCTION TO REMAIN U.N.O. 6. REMOVE EXISTING VENT BOOTS/VENT FLASHING. REMOVE EXISTING VENT BOOTS/VENT FLASHING. 7. REMOVE EXISTING COUNTER/HEADWALL FLASHING. REMOVE EXISTING COUNTER/HEADWALL FLASHING. 8. REMOVE EXISTING SHINGLES, FELT, ICE BARRIER AND VENTING. REMOVE EXISTING SHINGLES, FELT, ICE BARRIER AND VENTING. 9. REMOVE EXISTING DRIP EDGE, TYP.REMOVE EXISTING DRIP EDGE, TYP.
AutoCAD SHX Text
EXISTING NOTES
AutoCAD SHX Text
1. CONTRACTOR MUST VISIT THE SITE AND FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. CONTRACTOR MUST VISIT THE SITE AND FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. VERIFY MEASUREMENTS WITH CORRESPONDING CONSTRUCTION OR EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE WORK, AND NOTIFY THE ARCHITECT IMMEDIATELY OF SIGNIFICANT DISCREPANCIES. 2. VERIFY ALL CONDITIONS COVERING OR AFFECTING THE STRUCTURAL WORK, OBTAIN AND VERIFY VERIFY ALL CONDITIONS COVERING OR AFFECTING THE STRUCTURAL WORK, OBTAIN AND VERIFY ALL DIMENSIONS AND ELEVATIONS TO ENSURE THE PROPER STRENGTH, FIT AND LOCATION OF THE STRUCTURAL WORK. REPORT TO THE ARCHITECT ANY AND ALL CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT THE OR PREVENT THE PROPER EXECUTION AND COMPLETION OF THE WORK. ALL DISCREPANCIES SHALL BE FULLY RESOLVED PRIOR TO COMMENCING WORK. 3. EXISTING CONSTRUCTION NOT UNDERGOING ALTERNATION IS TO REMAIN UNDISTURBED, WHERE EXISTING CONSTRUCTION NOT UNDERGOING ALTERNATION IS TO REMAIN UNDISTURBED, WHERE SUCH CONSTRUCTION IS DISTURBED AS A RESULT OF THE OPERATIONS OF THIS CONTRACT, IT MUST BE REPAIRED OR REPLACED BY THE CONTRACTOR AS REQUIRED AND TO THE SATISFACTION OF THE ARCHITECT. 4. WHERE THE EXISTING CONSTRUCTION IS TO BE ALTERED, OR OTHERWISE DISTURBED, PROVIDE WHERE THE EXISTING CONSTRUCTION IS TO BE ALTERED, OR OTHERWISE DISTURBED, PROVIDE TEMPORARY AND/OR PERMANENT BRACING AND SHORING AS MAY BE REQUIRED BEFORE AND DURING OPERATIONS AND UNTIL THE WORK IS SAFELY COMPLETED AND NO LONGER NEEDS OPERATIONS AND UNTIL THE WORK IS SAFELY COMPLETED AND NO LONGER NEEDS SAME. 5. THE CONTRACTOR IS RESPONSIBLE FOR MEANS, METHODS, SEQUENCES, AND PROCEDURES OF THE CONTRACTOR IS RESPONSIBLE FOR MEANS, METHODS, SEQUENCES, AND PROCEDURES OF CONSTRUCTION. 6. ALL EXISTING STRUCTURAL MEMBERS TO REMAIN, U.N.O.ALL EXISTING STRUCTURAL MEMBERS TO REMAIN, U.N.O.
BB
MICHIGAN LODGE
ELEVATIONS -
DEMOLITION
AD-203
11.28.23 OWNER REVIEW
12.21.23 PERMITS
Sheet Number:
Project Number:
Sheet Title:
Drawn:
Checked:
Approved:
Seal:
45650 Grand River Avenue Novi, Michigan 48374
Ph: (248)349-4500 • Fax: (248)349-1429
Issued ForDate
THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF SIDOCK GROUP, INC. AND
CANNOT BE REPRODUCED, COPIED, OR USED IN ANY MANNER WITHOUT THE
PRIOR WRITTEN CONSENT OF SIDOCK GROUP, INC. 2023
Project:
Client:
Corporate Headquarters
Key Plan:
www.sidockgroup.com
Sidock Group
No Scale
ARCHITECTSENGINEERS CONSULTANTS
757 S. Wisconsin Ave.
Gaylord, Michigan 49735
Ph: (989)705-8400 • Fax: (989)705-8403
Gaylord Office
Okemos • Gaylord • Sault Ste. Marie Novi • Wyandotte • Muskegon
Tampa, FA • Williamsport, PA
MICHIGAN DEPT. OF
NATURAL RESOURCES
DTMB #751/22434.TYC
ROOF RELPACEMENT-
LAKE ONTARIO, LAKE
SUPERIOR & LAKE
MICHIGAN LODGES
Ralph A. MacMullan Conference Center 104 Conservation Drive Rosscommon, MI 48635
522736
AutoCAD SHX Text
NORTH ELEVATION - DEMOLITION
AutoCAD SHX Text
REMOVE DRIP EDGE
AutoCAD SHX Text
EXIST. FASCIA TO REMAIN
AutoCAD SHX Text
REMOVE SHINGLES AND FELT DOWN TO EXIST. SHEATHING
AutoCAD SHX Text
SCALE: " = 1'-0"14" = 1'-0"
AutoCAD SHX Text
EX. FLUE TO REMAIN
AutoCAD SHX Text
EX. FLUE TO REMAIN
AutoCAD SHX Text
EX. V.T.R. TO REMAIN
AutoCAD SHX Text
REMOVE EXIST. VENT, SIDING, WATERTABLE TRIM AND/OR SHEATHING TO FIT VENT
AutoCAD SHX Text
SCALE: " = 1'-0"14" = 1'-0"
AutoCAD SHX Text
WEST ELEVATION - DEMOLITION
AutoCAD SHX Text
REMOVE DRIP EDGE
AutoCAD SHX Text
EXIST. FASCIA TO REMAIN
AutoCAD SHX Text
REMOVE SHINGLES AND FELT DOWN TO EXIST. SHEATHING
AutoCAD SHX Text
SCALE: " = 1'-0"14" = 1'-0"
AutoCAD SHX Text
EAST ELEVATION - DEMOLITION
AutoCAD SHX Text
EXIST. FASCIA TO REMAIN
AutoCAD SHX Text
REMOVE SHINGLES AND FELT DOWN TO EXIST. SHEATHING
AutoCAD SHX Text
REMOVE DRIP EDGE
AutoCAD SHX Text
REMOVE TURBINE VENT
AutoCAD SHX Text
EX. FLUE TO REMAIN
AutoCAD SHX Text
EX. V.T.R. TO REMAIN
AutoCAD SHX Text
EX. FLUE TO REMAIN
AutoCAD SHX Text
REMOVE EXIST. VENT, SIDING, WATERTABLE TRIM AND/OR SHEATHING TO FIT VENT
AutoCAD SHX Text
SOUTH ELEVATION - DEMOLITION
AutoCAD SHX Text
REMOVE DRIP EDGE
AutoCAD SHX Text
EXIST. FASCIA TO REMAIN
AutoCAD SHX Text
REMOVE SHINGLES AND FELT DOWN TO EXIST. SHEATHING
AutoCAD SHX Text
REMOVE EXIST. VENT, SIDING, WATERTABLE TRIM AND/OR SHEATHING TO FIT VENT
AutoCAD SHX Text
SCALE: " = 1'-0"14" = 1'-0"
AutoCAD SHX Text
REMOVE TURBINE VENT
AutoCAD SHX Text
GENERAL NOTES
AutoCAD SHX Text
1. CONTRACTOR SHALL COMPLY WITH THE MICHIGAN REHABILITATION CODE FOR EXISTING BUILDINGS- CONTRACTOR SHALL COMPLY WITH THE MICHIGAN REHABILITATION CODE FOR EXISTING BUILDINGS- 2015. 2. CONTRACTOR RESPONSIBLE FOR ALL PERMITS. CONTRACTOR RESPONSIBLE FOR ALL PERMITS. 3. INSTALL NEW FLASHING ON ALL EXISTING ROOF PENETRATIONS TO REMIAN - SEE DETAIL 3/A-901. INSTALL NEW FLASHING ON ALL EXISTING ROOF PENETRATIONS TO REMIAN - SEE DETAIL 3/A-901. 4. ANY LAWN AREA DISTURBED SHALL BE RESTORED TO ORIGINAL CONDITION. ANY LAWN AREA DISTURBED SHALL BE RESTORED TO ORIGINAL CONDITION. 5. FIELD VERIFY ALL EXISTING DIMENSIONS,FIELD VERIFY ALL EXISTING DIMENSIONS, AutoCAD SHX Text
ROOF DEMOLITION NOTES
AutoCAD SHX Text
1. REMOVE ALL MATERIALS AND DEBRIS CREATED DURING THE DEMOLITION AND/OR CONSTRUCTION REMOVE ALL MATERIALS AND DEBRIS CREATED DURING THE DEMOLITION AND/OR CONSTRUCTION PROCESS AND DISPOSE OFF SITE IN A SAFE AND LEGAL MANNER. 2. PROVIDE TEMPORARY PROTECTION AND WEATHER SEAL FOR INTERIOR DURING CONSTRUCTION PROVIDE TEMPORARY PROTECTION AND WEATHER SEAL FOR INTERIOR DURING CONSTRUCTION PROCESS. TEMPORARY CONSTRUCTION MUST BE WATER TIGHT TO PREVENT ANY DAMAGE OR VANDALISM TO EXTERIOR SPACE. 3. PROVIDE ALL DEMOLITION WORK REQUIRED ON THE EXISTING BUILDING AS CALLED FOR ON THE PROVIDE ALL DEMOLITION WORK REQUIRED ON THE EXISTING BUILDING AS CALLED FOR ON THE DRAWINGS AND/OR REQUIRED TO ACCOMMODATE THE WORK. 4. CONTRACTOR SHALL HAVE A SEPARATE LINE ITEM/UNIT COST ON THEIR PAY APPLICATION FORMS. CONTRACTOR SHALL HAVE A SEPARATE LINE ITEM/UNIT COST ON THEIR PAY APPLICATION FORMS. 5. ALL EXISTING CONSTRUCTION TO REMAIN U.N.O. ALL EXISTING CONSTRUCTION TO REMAIN U.N.O. 6. REMOVE EXISTING VENT BOOTS/VENT FLASHING. REMOVE EXISTING VENT BOOTS/VENT FLASHING. 7. REMOVE EXISTING COUNTER/HEADWALL FLASHING. REMOVE EXISTING COUNTER/HEADWALL FLASHING. 8. REMOVE EXISTING SHINGLES, FELT, ICE BARRIER AND VENTING. REMOVE EXISTING SHINGLES, FELT, ICE BARRIER AND VENTING. 9. REMOVE EXISTING DRIP EDGE, TYP.REMOVE EXISTING DRIP EDGE, TYP.
AutoCAD SHX Text
EXISTING NOTES
AutoCAD SHX Text
1. CONTRACTOR MUST VISIT THE SITE AND FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. CONTRACTOR MUST VISIT THE SITE AND FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. VERIFY MEASUREMENTS WITH CORRESPONDING CONSTRUCTION OR EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE WORK, AND NOTIFY THE ARCHITECT IMMEDIATELY OF SIGNIFICANT DISCREPANCIES. 2. VERIFY ALL CONDITIONS COVERING OR AFFECTING THE STRUCTURAL WORK, OBTAIN AND VERIFY VERIFY ALL CONDITIONS COVERING OR AFFECTING THE STRUCTURAL WORK, OBTAIN AND VERIFY ALL DIMENSIONS AND ELEVATIONS TO ENSURE THE PROPER STRENGTH, FIT AND LOCATION OF THE STRUCTURAL WORK. REPORT TO THE ARCHITECT ANY AND ALL CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT THE OR PREVENT THE PROPER EXECUTION AND COMPLETION OF THE WORK. ALL DISCREPANCIES SHALL BE FULLY RESOLVED PRIOR TO COMMENCING WORK. 3. EXISTING CONSTRUCTION NOT UNDERGOING ALTERNATION IS TO REMAIN UNDISTURBED, WHERE EXISTING CONSTRUCTION NOT UNDERGOING ALTERNATION IS TO REMAIN UNDISTURBED, WHERE SUCH CONSTRUCTION IS DISTURBED AS A RESULT OF THE OPERATIONS OF THIS CONTRACT, IT MUST BE REPAIRED OR REPLACED BY THE CONTRACTOR AS REQUIRED AND TO THE SATISFACTION OF THE ARCHITECT. 4. WHERE THE EXISTING CONSTRUCTION IS TO BE ALTERED, OR OTHERWISE DISTURBED, PROVIDE WHERE THE EXISTING CONSTRUCTION IS TO BE ALTERED, OR OTHERWISE DISTURBED, PROVIDE TEMPORARY AND/OR PERMANENT BRACING AND SHORING AS MAY BE REQUIRED BEFORE AND DURING OPERATIONS AND UNTIL THE WORK IS SAFELY COMPLETED AND NO LONGER NEEDS OPERATIONS AND UNTIL THE WORK IS SAFELY COMPLETED AND NO LONGER NEEDS SAME. 5. THE CONTRACTOR IS RESPONSIBLE FOR MEANS, METHODS, SEQUENCES, AND PROCEDURES OF THE CONTRACTOR IS RESPONSIBLE FOR MEANS, METHODS, SEQUENCES, AND PROCEDURES OF CONSTRUCTION. 6. ALL EXISTING STRUCTURAL MEMBERS TO REMAIN, U.N.O.ALL EXISTING STRUCTURAL MEMBERS TO REMAIN, U.N.O.
RL
BB
BB
ONTARIO LODGE
ROOF PLAN
A-101
11.28.23 OWNER REVIEW
12.21.23 PERMITS
Sheet Number:
Project Number:
Sheet Title:
Drawn:
Checked:
Approved:
Seal:
45650 Grand River Avenue Novi, Michigan 48374
Ph: (248)349-4500 • Fax: (248)349-1429
Issued ForDate
THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF SIDOCK GROUP, INC. AND
CANNOT BE REPRODUCED, COPIED, OR USED IN ANY MANNER WITHOUT THE
PRIOR WRITTEN CONSENT OF SIDOCK GROUP, INC. 2023
Project:
Client:
Corporate Headquarters
Key Plan:
www.sidockgroup.com
Sidock Group
No Scale
ARCHITECTSENGINEERS CONSULTANTS
757 S. Wisconsin Ave.
Gaylord, Michigan 49735
Ph: (989)705-8400 • Fax: (989)705-8403
Gaylord Office
Okemos • Gaylord • Sault Ste. Marie Novi • Wyandotte • Muskegon
Tampa, FA • Williamsport, PA
MICHIGAN DEPT. OF
NATURAL RESOURCES
DTMB #751/22434.TYC
ROOF RELPACEMENT-
LAKE ONTARIO, LAKE
SUPERIOR & LAKE
MICHIGAN LODGES
Ralph A. MacMullan Conference Center 104 Conservation Drive Rosscommon, MI 48635
522736
AutoCAD SHX Text
ROOF PLAN
AutoCAD SHX Text
SCALE: " = 1'-0"14" = 1'-0"
AutoCAD SHX Text
ALUMINUM DRIP EDGE
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ASPHALT SHINGLES ON ICE BARRIER OVER ENTIRE ROOF
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GABLE END VENT
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ALUMINUM GUTTER
AutoCAD SHX Text A-901
AutoCAD SHX Text
AutoCAD SHX Text A-901
AutoCAD SHX Text
AutoCAD SHX Text A-901
AutoCAD SHX Text
AutoCAD SHX Text A-901
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AutoCAD SHX Text
CONTINUOUS RIDGE VENT
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GABLE END VENT
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EX. FLUE TO REMAIN
AutoCAD SHX Text A-901
AutoCAD SHX Text
AutoCAD SHX Text A-901
AutoCAD SHX Text
AutoCAD SHX Text A-901
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AutoCAD SHX Text A-901
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AutoCAD SHX Text A-901
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AutoCAD SHX Text A-901
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LINE OF BUILDING BELOW
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ALUMINUM GUTTER
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ALUMINUM DRIP EDGE
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INSTALL FLASHINGS ON ALL REMAINING ROOF PENETRATIONS
AutoCAD SHX Text A-901
AutoCAD SHX Text
AutoCAD SHX Text
INSTALL SADDLE AND STEP FLASHING AROUND CHIMNEY
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EX. V.T.R. TO REMAIN
AutoCAD SHX Text
INSTALL FLASHINGS ON ALL REMAINING ROOF PENETRATIONS
AutoCAD SHX Text
ALUMINUM DRIP EDGE
AutoCAD SHX Text
LINE OF BUILDING BELOW
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LINE OF BUILDING BELOW
AutoCAD SHX Text A-901
AutoCAD SHX Text
AutoCAD SHX Text
CHIMNEY TO REMAIN
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EX. V.T.R. TO REMAIN
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EX. V.T.R. TO REMAIN
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EX. V.T.R. TO REMAIN
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EX. V.T.R. TO REMAIN
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EX. FLUE TO REMAIN
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EX. FLUE TO REMAIN
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EXISTING NOTES
AutoCAD SHX Text
1. CONTRACTOR MUST VISIT THE SITE AND FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. CONTRACTOR MUST VISIT THE SITE AND FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. VERIFY MEASUREMENTS WITH CORRESPONDING CONSTRUCTION OR EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE WORK, AND NOTIFY THE ARCHITECT IMMEDIATELY OF SIGNIFICANT DISCREPANCIES. 2. VERIFY ALL CONDITIONS COVERING OR AFFECTING THE STRUCTURAL WORK, OBTAIN AND VERIFY VERIFY ALL CONDITIONS COVERING OR AFFECTING THE STRUCTURAL WORK, OBTAIN AND VERIFY ALL DIMENSIONS AND ELEVATIONS TO ENSURE THE PROPER STRENGTH, FIT AND LOCATION OF THE STRUCTURAL WORK. REPORT TO THE ARCHITECT ANY AND ALL CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT THE OR PREVENT THE PROPER EXECUTION AND COMPLETION OF THE WORK. ALL DISCREPANCIES SHALL BE FULLY RESOLVED PRIOR TO COMMENCING WORK. 3. EXISTING CONSTRUCTION NOT UNDERGOING ALTERNATION IS TO REMAIN UNDISTURBED, WHERE EXISTING CONSTRUCTION NOT UNDERGOING ALTERNATION IS TO REMAIN UNDISTURBED, WHERE SUCH CONSTRUCTION IS DISTURBED AS A RESULT OF THE OPERATIONS OF THIS CONTRACT, IT MUST BE REPAIRED OR REPLACED BY THE CONTRACTOR AS REQUIRED AND TO THE SATISFACTION OF THE ARCHITECT. 4. WHERE THE EXISTING CONSTRUCTION IS TO BE ALTERED, OR OTHERWISE DISTURBED, PROVIDE WHERE THE EXISTING CONSTRUCTION IS TO BE ALTERED, OR OTHERWISE DISTURBED, PROVIDE TEMPORARY AND/OR PERMANENT BRACING AND SHORING AS MAY BE REQUIRED BEFORE AND DURING OPERATIONS AND UNTIL THE WORK IS SAFELY COMPLETED AND NO LONGER NEEDS OPERATIONS AND UNTIL THE WORK IS SAFELY COMPLETED AND NO LONGER NEEDS SAME. 5. THE CONTRACTOR IS RESPONSIBLE FOR MEANS, METHODS, SEQUENCES, AND PROCEDURES OF THE CONTRACTOR IS RESPONSIBLE FOR MEANS, METHODS, SEQUENCES, AND PROCEDURES OF CONSTRUCTION. 6. ALL EXISTING STRUCTURAL MEMBERS TO REMAIN, U.N.O.ALL EXISTING STRUCTURAL MEMBERS TO REMAIN, U.N.O.
AutoCAD SHX Text
GENERAL NOTES
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1. CONTRACTOR SHALL COMPLY WITH THE MICHIGAN REHABILITATION CODE FOR EXISTING BUILDINGS- CONTRACTOR SHALL COMPLY WITH THE MICHIGAN REHABILITATION CODE FOR EXISTING BUILDINGS- 2015. 2. CONTRACTOR RESPONSIBLE FOR ALL PERMITS. CONTRACTOR RESPONSIBLE FOR ALL PERMITS. 3. INSTALL NEW FLASHING ON ALL EXISTING ROOF PENETRATIONS TO REMIAN - SEE DETAIL 3/A-901. INSTALL NEW FLASHING ON ALL EXISTING ROOF PENETRATIONS TO REMIAN - SEE DETAIL 3/A-901. 4. ANY LAWN AREA DISTURBED SHALL BE RESTORED TO ORIGINAL CONDITION. ANY LAWN AREA DISTURBED SHALL BE RESTORED TO ORIGINAL CONDITION. 5. FIELD VERIFY ALL EXISTING DIMENSIONS,FIELD VERIFY ALL EXISTING DIMENSIONS, RL
BB
BB
SUPERIOR LODGE
ROOF PLAN
A-102
11.28.23 OWNER REVIEW
12.21.23 PERMITS
Sheet Number:
Project Number:
Sheet Title:
Drawn:
Checked:
Approved:
Seal:
45650 Grand River Avenue Novi, Michigan 48374
Ph: (248)349-4500 • Fax: (248)349-1429
Issued ForDate
THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF SIDOCK GROUP, INC. AND
CANNOT BE REPRODUCED, COPIED, OR USED IN ANY MANNER WITHOUT THE
PRIOR WRITTEN CONSENT OF SIDOCK GROUP, INC. 2023
Project:
Client:
Corporate Headquarters
Key Plan:
www.sidockgroup.com
Sidock Group
No Scale
ARCHITECTSENGINEERS CONSULTANTS
757 S. Wisconsin Ave.
Gaylord, Michigan 49735
Ph: (989)705-8400 • Fax: (989)705-8403
Gaylord Office
Okemos • Gaylord • Sault Ste. Marie Novi • Wyandotte • Muskegon
Tampa, FA • Williamsport, PA
MICHIGAN DEPT. OF
NATURAL RESOURCES
DTMB #751/22434.TYC
ROOF RELPACEMENT-
LAKE ONTARIO, LAKE
SUPERIOR & LAKE
MICHIGAN LODGES
Ralph A. MacMullan Conference Center 104 Conservation Drive Rosscommon, MI 48635
522736
AutoCAD SHX Text
ROOF PLAN
AutoCAD SHX Text
SCALE: " = 1'-0"14" = 1'-0"
AutoCAD SHX Text
CONTINUOUS RIDGE VENT
AutoCAD SHX Text A-901
AutoCAD SHX Text
AutoCAD SHX Text
ALUMINUM DRIP EDGE
AutoCAD SHX Text A-901
AutoCAD SHX Text
AutoCAD SHX Text A-901
AutoCAD SHX Text
AutoCAD SHX Text A-901
AutoCAD SHX Text
AutoCAD SHX Text A-901
AutoCAD SHX Text
AutoCAD SHX Text A-901
AutoCAD SHX Text
AutoCAD SHX Text A-901
AutoCAD SHX Text
AutoCAD SHX Text A-901
AutoCAD SHX Text
AutoCAD SHX Text A-901
AutoCAD SHX Text
AutoCAD SHX Text A-901
AutoCAD SHX Text
AutoCAD SHX Text
BUILDING LINE BELOW
AutoCAD SHX Text A-901
AutoCAD SHX Text
AutoCAD SHX Text
ALUMINUM DRIP EDGE
AutoCAD SHX Text
ALUMINUM DRIP EDGE
AutoCAD SHX Text
GABLE END VENT
AutoCAD SHX Text
GABLE END VENT
AutoCAD SHX Text A-901
AutoCAD SHX Text
AutoCAD SHX Text A-901
AutoCAD SHX Text
AutoCAD SHX Text A-901
AutoCAD SHX Text
AutoCAD SHX Text A-901
AutoCAD SHX Text
AutoCAD SHX Text A-901
AutoCAD SHX Text
AutoCAD SHX Text
ALUMINUM DRIP EDGE
AutoCAD SHX Text
CONTINUOUS RIDGE VENT
AutoCAD SHX Text
GABLE END VENT
AutoCAD SHX Text
ALUMINUM DRIP EDGE
AutoCAD SHX Text
ALUMINUM DRIP EDGE
AutoCAD SHX Text
ALUMINUM DRIP EDGE
AutoCAD SHX Text
ROOF BELOW
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ROOF BELOW
AutoCAD SHX Text
BUILDING LINE BELOW
AutoCAD SHX Text
ALUMINUM DRIP EDGE
AutoCAD SHX Text A-901
AutoCAD SHX Text
AutoCAD SHX Text
EX. FLUE TO REMAIN
AutoCAD SHX Text
ASPHALT SHINGLES ON ICE BARRIER OVER ENTIRE ROOF
AutoCAD SHX Text A-901
AutoCAD SHX Text
AutoCAD SHX Text A-901
AutoCAD SHX Text
AutoCAD SHX Text
ASPHALT SHINGLES ON ICE BARRIER OVER ENTIRE ROOF
AutoCAD SHX Text
GABLE END VENT
AutoCAD SHX Text A-901
AutoCAD SHX Text
AutoCAD SHX Text A-901
AutoCAD SHX Text
AutoCAD SHX Text
EX. V.T.R. TO REMAIN
AutoCAD SHX Text
EX. V.T.R. TO REMAIN
AutoCAD SHX Text
EXISTING NOTES
AutoCAD SHX Text
1. CONTRACTOR MUST VISIT THE SITE AND FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. CONTRACTOR MUST VISIT THE SITE AND FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. VERIFY MEASUREMENTS WITH CORRESPONDING CONSTRUCTION OR EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE WORK, AND NOTIFY THE ARCHITECT IMMEDIATELY OF SIGNIFICANT DISCREPANCIES. 2.
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