Drawings_22068.MAA.pdf
PDF 4 MB Posted
- Solicitation number
- RFQ - 171 - 230000000138
- Issued by
- Oscoda County, Milan City, Michigan
About this file
This document is a set of drawings and specifications for a state and local contract opportunity for the demolition and renovation of the Mio DNR Field Office in Mio, Michigan, located in Oscoda County. The project involves the demolition of an existing building and the renovation of another building on the site, including site work, mechanical, electrical, and structural work. The bid attachments must be uploaded to SIGMA VSS, and any questions should be emailed to the project engineer. The bid deadline is 2:00 p.m. on a specified date, and the contract will be awarded after that.
The document provides detailed technical specifications and drawings for the demolition and renovation work, including construction requirements, design criteria, and material specifications. It also includes information on project management, coordination, and inspection requirements. Pricing terms, set asides, and funding sources are not explicitly stated in the document.
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Other files
| File | Type | Posted |
|---|---|---|
| Specificiations_22068.MAA.pdf | ||
| Addendum 02.pdf | ||
| Addendum 01_Part2.pdf | ||
| Advertisment_22068.MAA.pdf | ||
| Addendum 01_Part1.pdf |
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USE AND OCCUPANCY CLASSIFICATION [CHAPTER 3]
• GROUP B - BUSINESS (FIELD OFFICE)
• GROUP U - UTILITY (HANGAR BUILDING)
BUILDING HEIGHT AND NUMBER OF STORIES [TBL 504.3, 504.4]
• ALLOWABLE - 40' / (2) STORIES (FIELD OFFICE)
• ACTUAL - 11'-6" / (1) STORY
• ALLOWABLE - 55' (3) STORIES (HANGAR)
• ACTUAL - 17'-6" / (1) STORY
BUILDING AREA [TBL 506.2]
• ALLOWABLE - 9,000 SFT / ACTUAL 2,600 SFT (FIELD OFFICE)
• ALLOWABLE - 8,500 SFT / ACTUAL 2,073 SFT (HANGAR)
CONSTRUCTION CLASSIFICATION [SEC 602, TBL 601]
• TYPE 5B - ANY MATERIALS PERMITTED BY CODE (FIELD OFFICE)
• TYPE IIIB - EXTERIOR WALL NON-COMBUSTIBLE (HANGAR)
FIRE RESISTANCE RATING [TBL 601]
• 0 - PRIMARY STRUCTURAL FRAME
• 0 - BEARING WALLS (2 HOUR @ IIIB ONLY)
• 0 - NON BEARING WALLS & PARTITIONS (INTERIOR)
• 0 - NON BEARING WALLS & PARTITIONS (EXTERIOR)
• 0 - FLOOR CONSTRUCTION
• 0 - ROOF CONSTRUCTION
EXTERIOR WALLS [SECTION 705]
• NON-COMBUSTIBLE TYPE IIIB
• ANY MATERIALS PERMITTED BY CODE 5B CONSTRUCTION
WALLS AND CEILING FINISHES [SEC 803, TBL 803.11]
FLAME SPREAD INDEX - CLASS A(0-25), CLASS B(26-75), CLASS C(76-200)
SMOKE DEVELOPED INDEX - CLASS A(0-450), CLASS B(0-450), CLASS C(0-450)
• CLASS A - INTERIOR EXIT STAIRWAYS, RAMPS, EXIT PASSAGES (GROUP B)
• CLASS B - CORRIDORS, ENCL. FOR EXIT ACCESS STAIRS, RAMPS (GROUP B)
• CLASS C - ROOMS AND ENCLOSED SPACES (GROUP B)
• NO RESTRICTIONS FOR GROUP U
FIRE PROTECTION SYSTEMS [CHAPTER 9]
• BUILDINGS NOT SPRINKLED (FIELD OFFICE/HANGAR)
PORTABLE FIRE EXTINGUISHERS [SEC 906]
• CLASS 2A, 75' - TYPE EXTINGUISHERS
• SEE ALSO IFC SECTION 2311.6
OCCUPANT LOAD [SEC 1004, TBL 1004.1.2]
• 2,600 SF/100 = 26 OCCUPANTS (FIELD OFFICE)
• 2,073 SF/300 = 7 OCCUPANTS (HANGAR)
MEANS OF EGRESS SIZING [SEC 1005]
• OCCUPANT LOAD 26 X .2 = 6" MIN WIDTH (FIELD OFFICE)
• REQUIRED EXIT DOORS @ 33"/DR = 1
• DOORS PROVIDED - 2
NUMBER OF EXITS AND EXIT ACCESS DOORWAYS [SEC 1006]
• REQUIRED (1) GROUP B OCCUPANT LOAD < 50
EXIT ACCESS TRAVEL DISTANCE [SEC 1017, TBL 1017.2]
• USE GROUP B NON SPRINKLED : 200 FT
• USE GROUP U NON SPRINKLED : 300 FT
CORRIDORS [SEC 1020, TBL 1020.1]
• 0 HR RATING NON SPRINKLED OCCUPANT LOAD < 30
BUILDING CODE COMPLIANCE
• 2015 MICHIGAN BUILDING CODE (MBC)
• 2018 MICHIGAN PLUMBING CODE (MPC)
• 2015 MICHIGAN MECHANICAL CODE (MMC)
• 2017 NATIONAL ELECTRICAL CODE (NEC)
• 2015 INTERNATIONAL FIRE CODE (IFC)
PROJECT LOCATION
CHERRY CREEK RD
Mc KINLEY RD
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FILE NO. 751.22068.MAA
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DEPARTMENT OF TECHNOLOGY, MANAGEMENT & BUDGET
STATE OF MICHIGAN
MIO, MICHIGAN 48687
191 S MOUNT TOM ROAD
MIO FIELD OFFICE
DEMOLITION & RENOVATION
22-0810-0018
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ARCHITECT / ENGINEER:
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WEB:
PROJECT MANAGER
www.kibbe.com
PHONE:
EMAIL:
PROJECT DESIGNER
JAY WHEELER, PE
(800) 752-5170
JWHEELER@KIBBE.COM
CASEY TUCKER
(800) 752-5170
CTUCKER@KIBBE.COM
CODE AUTHORITY: LICENSING AND REGULATORY AFFAIRS
611 W OTTAWA ST
LANSING, MI 48906
(517) 373-1820
OWNER / CLIENT:
PHONE:
EMAIL:
(248) 520-6702
ALVAROM1@MICHIGAN.GOV
STATE OF MICHIGAN
530 W ALLGEAN ST
LANSING, MI 49833
MARIA ALVARO
PROJECT DIRECTOR
SHEET INDEX
NUMBER TITLE
T001 COVER SHEET
C100 EXISTING SITE LAYOUT AND TOPOGRAPHIC SURVEY
C200 SITE DEMOLITION PLAN
C300 PROPOSED SITE LAYOUT
C401 SOIL EROSION CONTROL PLAN
A100 OFFICE DEMOLITION PLANS
A101 STORAGE DEMOLITION PLAN
A200 FIELD OFFICE RENOVATION PLAN
A201 FIELD OFFICE REFLECTED CEILING PLAN
A300 FIELD OFFICE DETAILS
A400 STORAGE FLOOR PLAN AND ROOF PLAN
A500 STORAGE EXTERIOR ELEVATIONS
A600 ROOM FINISH, DOOR, AND WINDOW SCHEDULES
S100 STRUCTURAL GENERAL NOTES
S300 STEEL FRAMING & ELEVATIONS
S600 STEEL DETAILS
M000 GENERAL NOTES
M300 FIRST FLOOR DEMOLITION AND RENOVATION - HVAC
P000 GENERAL NOTES
P100 DEMOLITION
P300 FLOOR PLAN
E000 GENERAL NOTES
E001 ELECTRICAL SPECIFICATIONS
E100 OFFICE DEMOLITION DRAWING
E101
E200 SITE ELECTRICAL PLAN
E300 LIGHTING PLANS
E400 POWER PLANS
E600 WIRING DIAGRAMS
E700 PANEL SCHEDULE
CONTACT INFORMATIONLOCATION MAP PROJECT INFORMATION
ARCHITECT
IVARS ULDIS DZIRNIS
ARCHITECT
STATE OF MICHIGAN NO. 1301033291
04/21/2022
DATE
CIVIL
JAY WHEELER
PROFESSIONAL ENGINEER
STATE OF MICHIGAN NO.
04/21/2022
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FINISHED FLOOR = 1033.47
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FINISHED FLOOR = 1033.10
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FINISHED FLOOR = 1033.77
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EX.BUILDING
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EX.BUILDING FINISHED FLOOR = 1031.62
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EX.BUILDING
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S. MOUNT TOM RD
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TREES
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TREES
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TREES
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TREES
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EX. AIR CONDITIONER
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EX. TILE FIELD
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EX. 4" SANITARY SEWER
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EX. SEPTIC TANK
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EX. 4" SANITARY SEWER
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EX. 4" SANITARY SEWER
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EX. 4" SANITARY SEWER
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EX. AT GRADE CLEAN OUT
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EXISTING SITE LAYOUT AND TOPOGRAPHIC SURVEY
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SCALE: 1" = 20'
AutoCAD SHX Text %%uUTILITY NOTE
AutoCAD SHX Text THE UTILITY LOCATIONS AS HEREIN SHOWN ARE BASED ON FIELD OBSERVATIONS AND A CAREFUL REVIEW OF MUNICIPAL AND UTILITY RECORDS. HOWEVER, IT IS NOT POSSIBLE TO DETERMINE THE PRECISE SIZE, LOCATION, DEPTH, PRESSURE, OR ANY OTHER CHARACTERISTICS OF UNDERGROUND UTILITIES, TANKS OR SEPTIC FIELDS WITHOUT EXCAVATION. THEREFORE, WE CANNOT GUARANTEE THE ACCURACY OF COMPLETENESS OF THE BURIED UTILITY INFORMATION HEREIN SHOWN. THE CONTRACTOR SHALL CALL "MISS DIG" AT (811) A MINIMUM OF THREE WORKING DAYS PRIOR TO ANY EXCAVATION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THESE LOCATIONS PRIOR TO CONSTRUCTION AND MAKE EVERY EFFORT TO PROTECT AND/OR RELOCATE THEM AS REQUIRED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF DESIGN AS SOON AS POSSIBLE IN THE EVENT A DISCREPANCY IS FOUND.
AutoCAD SHX Text 1 inch = ft.
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( IN FEET )
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GRAPHIC SCALE
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NOT TO SCALE
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W. CHERRY CREEK RD
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POPPS RD
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MCKINLEY RD
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S. GERBER RD
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S. MT. TOM RD
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MIO DR
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BOOTH RD
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WILCOX DR
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SITE
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EX. OVERHEAD UTILITY WIRES
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EX. WATER WELL
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EX. SPOT GRADE
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EX. UTILITY POLE
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EX. MAJOR CONTOUR
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EX. MINOR CONTOUR
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AutoCAD SHX Text 781.36
AutoCAD SHX Text %%uLEGEND
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EX. CONCRETE PAVEMENT
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EX. BITUMINOUS PAVEMENT
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EX. GRAVEL PAVEMENT
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(C. OR CONC.)
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EX. BUILDINGS
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EX. WOOD FENCE
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EX. SEWER CLEANOUT
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EX. SANITARY SEWER
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EX. ELECTRIC LINES
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EX. GAS LINES
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AutoCAD SHX Text W
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FINISHED FLOOR = 1033.47
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EX.BUILDING
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EX.BUILDING FINISHED FLOOR = 1031.62
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EX.BUILDING
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S. MOUNT TOM RD
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TREES
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TREES
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TREES
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TREES
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EX. TILE FIELD
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EX. 4" SANITARY SEWER
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EX. SEPTIC TANK
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EX. 4" SANITARY SEWER
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EX. 4" SANITARY SEWER
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EX. AT GRADE CLEAN OUT
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DISCONNECT EX. 4" SANITARY SEWER
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REMOVE EX. GAS PIPING (SEE MECHANICAL)
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REMOVE EX. GAS PIPING (SEE MECHANICAL)
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SITE DEMOLITION PLAN
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SCALE: 1" = 20'
AutoCAD SHX Text %%uUTILITY NOTE
AutoCAD SHX Text THE UTILITY LOCATIONS AS HEREIN SHOWN ARE BASED ON FIELD OBSERVATIONS AND A CAREFUL REVIEW OF MUNICIPAL AND UTILITY RECORDS. HOWEVER, IT IS NOT POSSIBLE TO DETERMINE THE PRECISE SIZE, LOCATION, DEPTH, PRESSURE, OR ANY OTHER CHARACTERISTICS OF UNDERGROUND UTILITIES, TANKS OR SEPTIC FIELDS WITHOUT EXCAVATION. THEREFORE, WE CANNOT GUARANTEE THE ACCURACY OF COMPLETENESS OF THE BURIED UTILITY INFORMATION HEREIN SHOWN. THE CONTRACTOR SHALL CALL "MISS DIG" AT (811) A MINIMUM OF THREE WORKING DAYS PRIOR TO ANY EXCAVATION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THESE LOCATIONS PRIOR TO CONSTRUCTION AND MAKE EVERY EFFORT TO PROTECT AND/OR RELOCATE THEM AS REQUIRED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF DESIGN AS SOON AS POSSIBLE IN THE EVENT A DISCREPANCY IS FOUND.
AutoCAD SHX Text 1 inch = ft.
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( IN FEET )
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GRAPHIC SCALE
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NOT TO SCALE
AutoCAD SHX Text %%uLOCATION MAP
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W. CHERRY CREEK RD
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POPPS RD
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MCKINLEY RD
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S. GERBER RD
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S. MT. TOM RD
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MIO DR
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BOOTH RD
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WILCOX DR
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SITE
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%%UDEMOLITION NOTES:
AutoCAD SHX Text ALL DEMOLITION WORK SHALL CONFORM TO ALL LOCAL CODES AND ORDINANCES. ALL DEMOLITION OPERATIONS SHALL COMPLY WITH MIOSHA REGULATIONS INSOFAR AS THEY APPLY TO THE REQUIRED WORK.A SOIL EROSION CONTROL PLAN WILL BE REQUIRED PRIOR TO DEMOLITION.
AutoCAD SHX Text THE CONTRACTOR SHALL REMOVE AND CLEAR ALL TREES, BRUSH, FENCES, BUILDINGS, CURB AND PAVEMENT AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER.
AutoCAD SHX Text ALL DEMOLITION MATERIAL SHALL BE PROPERLY REMOVED FROM THE SITE AND DISPOSED OF IN A LEGALLY DESIGNATED DISPOSAL AREA. NO ON-SITE BURNING WILL BE PERMITTED. PERMITS AND FEES FOR DISPOSAL OF DEMOLITION MATERIAL SHALL BE OBTAINED AND PAID FOR BY THE CONTRACTOR.
AutoCAD SHX Text BACKFILL EXCAVATED AREAS WITH MDOT CL II SAND COMPACTED TO 95% DENSITY IN 12" LIFTS.
AutoCAD SHX Text AT THE CONCLUSION OF THE DEMOLITION OPERATIONS, THE ENTIRE WORK AREA SHALL BE LEFT IN A CLEAN CONDITION WITH ANY PROTECTIVE DEVICES AND BARRIERS REMOVED. ALL EXPOSED AREAS SHALL BE SUITABLE TOPSOILED, SEEDED AND MULCHED.
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AutoCAD SHX Text CONTRACTOR TO VERIFY ALL UTILITIES WITHIN CONSTRUCTION INFLUENCE. NOTIFY ENGINEER OF ANY CONFLICTS.
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AutoCAD SHX Text CONTRACTOR SHALL VERIFY CONSTRUCTION SCHEDULING AND NOTES ON EACH SHEET PRIOR TO DEMOLITION. DEMOLITION TO BE SCHEDULED WITH OWNER AND ENGINEER.
AutoCAD SHX Text 8.)
AutoCAD SHX Text CONTRACTOR SHALL COORDINATE WITH ALL LOCAL UTILITY OWNERS, IE; AT&T, CONSUMERS ENERGY, CHARTER COMM., THE CITY OF ST. LOUIS AND ALL OTHERS THAT WOULD APPLY TO THE DISTURBED AREA OF CONSTRUCTION.
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%%UDEMOLITION KEYED NOTES:
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REMOVE BUILDING.
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AREA REPRESENTED BY:
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EX. OVERHEAD UTILITY WIRES
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EX. WATER WELL
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EX. SPOT GRADE
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EX. UTILITY POLE
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EX. MAJOR CONTOUR
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EX. MINOR CONTOUR
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AutoCAD SHX Text 781.36
AutoCAD SHX Text %%uLEGEND
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EX. CONCRETE PAVEMENT
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EX. BITUMINOUS PAVEMENT
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EX. GRAVEL PAVEMENT
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(C. OR CONC.)
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EX. BUILDINGS
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EX. WOOD FENCE
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EX. SEWER CLEANOUT
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EX. SANITARY SEWER
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EX. ELECTRIC LINES
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DISCONNECT UTILITY PRIOR TO BUILDING DEMOLITION.
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AutoCAD SHX Text REMOVE EXISTING CONCRETE SURFACES. SAWCUT PER PLAN OR TO NEAREST JOINT. SEE NOTE 3 THIS SHEET.
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AREA REPRESENTED BY:
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AutoCAD SHX Text DISCONNECT UTILITY PRIOR TO BUILDING DEMOLITION. RECONNECT UTILITY PER LOCATION ON C300
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REMOVE EXISTING CONDENSING UNIT. SEE MECHANICAL
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AutoCAD SHX Text
CONTROL JOINT (CJ)
AutoCAD SHX Text 1 1/2"
AutoCAD SHX Text SAWCUT JOINT 1/4"WIDE x
AutoCAD SHX Text
AFTER SLAB HAS HARDENED
AutoCAD SHX Text
1 1/2" DEEP 3-12 HOURS
AutoCAD SHX Text 4"
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
MDOT CL.II GRANULAR
AutoCAD SHX Text
BACKFILL, DEPTH VARIES
AutoCAD SHX Text
SEE PLAN
AutoCAD SHX Text
TOW
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
SIDEWALK DETAIL
AutoCAD SHX Text
AutoCAD SHX Text
TYPICAL 4" THICK CONCRETE
AutoCAD SHX Text
NOTE: PROVIDE EXPANSION
AutoCAD SHX Text
NEEDED
AutoCAD SHX Text
JOINT EVERY 50 FEET AS
AutoCAD SHX Text REMOVE ALL TOPSOIL AND UNSUITABLE MATERIAL TO DEPTH NOTED ABOVE. COMPACT, SHAPE AND PROOF ROLL SUBGRADE PRIOR TO PLACEMENT OF GRANULAR SUBBASE & AGGREGATE BASE
AutoCAD SHX Text
6 X 6 W2.9 X W2.9 WWF
AutoCAD SHX Text
AT 2" FROM TOP
AutoCAD SHX Text C3.0
AutoCAD SHX Text W
AutoCAD SHX Text
FINISHED FLOOR = 1033.47
AutoCAD SHX Text
EX.BUILDING
AutoCAD SHX Text
EX.BUILDING FINISHED FLOOR = 1031.62
AutoCAD SHX Text
EX.BUILDING
AutoCAD SHX Text
S. MOUNT TOM RD
AutoCAD SHX Text
TREES
AutoCAD SHX Text
TREES
AutoCAD SHX Text
TREES
AutoCAD SHX Text
TREES
AutoCAD SHX Text C
AutoCAD SHX Text
EX. TILE FIELD
AutoCAD SHX Text
EX. 4" SANITARY SEWER
AutoCAD SHX Text
EX. SEPTIC TANK
AutoCAD SHX Text
EX. 4" SANITARY SEWER
AutoCAD SHX Text
EX. 4" SANITARY SEWER
AutoCAD SHX Text
EX. AT GRADE CLEAN OUT
AutoCAD SHX Text
PROP. ELEC. METER (SEE ELECTRICAL)
AutoCAD SHX Text
PROP. 1" GAS LINE TO CONNECT TO EX. GAS LINE (SEE MECHANICAL)
AutoCAD SHX Text
PROP. 1" GAS LINE TO CONNECT TO PROP. GAS METER (SEE MECHANICAL)
AutoCAD SHX Text
PROP. 55 L.F. 2" K COPPER WATER LINE
AutoCAD SHX Text
PROP. 2" K COPPER WATER LINE TO CONNECT TO EX. WELL SERVICE (SEE MECHANICAL)
AutoCAD SHX Text
PROP. CONCRETE WALK
AutoCAD SHX Text
PROP. ELECTRICAL TO CONNECT TO EX. ELECTRICAL TO HANGER (SEE ELECTRICAL)
AutoCAD SHX Text
PROP. ELECTRICAL TO EX. GARAGE
AutoCAD SHX Text RECONNECT COMMUNICATION LINE TO BUILDING. CONTRACTOR TO VERIFY RECONNECTION LOCATION
AutoCAD SHX Text CONTRACTOR TO CLEAN AND CAMERA EXISTING SANITARY LINE FROM CONNECTION POINT TO SEPTIC FIELD
AutoCAD SHX Text
MATCH EXISTING
AutoCAD SHX Text
MATCH EXISTING
AutoCAD SHX Text
EX. AIR CONDITIONER
AutoCAD SHX Text
PROPOSED SITE LAYOUT
AutoCAD SHX Text
SCALE: 1" = 20'
AutoCAD SHX Text %%uUTILITY NOTE
AutoCAD SHX Text THE UTILITY LOCATIONS AS HEREIN SHOWN ARE BASED ON FIELD OBSERVATIONS AND A CAREFUL REVIEW OF MUNICIPAL AND UTILITY RECORDS. HOWEVER, IT IS NOT POSSIBLE TO DETERMINE THE PRECISE SIZE, LOCATION, DEPTH, PRESSURE, OR ANY OTHER CHARACTERISTICS OF UNDERGROUND UTILITIES, TANKS OR SEPTIC FIELDS WITHOUT EXCAVATION. THEREFORE, WE CANNOT GUARANTEE THE ACCURACY OF COMPLETENESS OF THE BURIED UTILITY INFORMATION HEREIN SHOWN. THE CONTRACTOR SHALL CALL "MISS DIG" AT (811) A MINIMUM OF THREE WORKING DAYS PRIOR TO ANY EXCAVATION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THESE LOCATIONS PRIOR TO CONSTRUCTION AND MAKE EVERY EFFORT TO PROTECT AND/OR RELOCATE THEM AS REQUIRED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF DESIGN AS SOON AS POSSIBLE IN THE EVENT A DISCREPANCY IS FOUND.
AutoCAD SHX Text 1 inch = ft.
AutoCAD SHX Text
( IN FEET )
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text %%uLOCATION MAP
AutoCAD SHX Text
W. CHERRY CREEK RD
AutoCAD SHX Text
POPPS RD
AutoCAD SHX Text
MCKINLEY RD
AutoCAD SHX Text
S. GERBER RD
AutoCAD SHX Text
S. MT. TOM RD
AutoCAD SHX Text
MIO DR
AutoCAD SHX Text
BOOTH RD
AutoCAD SHX Text
WILCOX DR
AutoCAD SHX Text
SITE
AutoCAD SHX Text
EX. OVERHEAD UTILITY WIRES
AutoCAD SHX Text W
AutoCAD SHX Text
EX. WATER WELL
AutoCAD SHX Text
EX. SPOT GRADE
AutoCAD SHX Text
EX. UTILITY POLE
AutoCAD SHX Text
EX. MAJOR CONTOUR
AutoCAD SHX Text
EX. MINOR CONTOUR
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 781.36
AutoCAD SHX Text %%uLEGEND
AutoCAD SHX Text
EX. CONCRETE PAVEMENT
AutoCAD SHX Text
EX. BITUMINOUS PAVEMENT
AutoCAD SHX Text
EX. GRAVEL PAVEMENT
AutoCAD SHX Text
(C. OR CONC.)
AutoCAD SHX Text
EX. BUILDINGS
AutoCAD SHX Text
EX. WOOD FENCE
AutoCAD SHX Text C
AutoCAD SHX Text
EX. SEWER CLEANOUT
AutoCAD SHX Text
EX. SANITARY SEWER
AutoCAD SHX Text
EX. ELECTRIC LINES
AutoCAD SHX Text
%%UGENERAL SITE NOTES:
AutoCAD SHX Text
1. THE CONTRACTOR SHALL CALL "MISS DIG", 811, A MINIMUM OF 3
AutoCAD SHX Text
WORKING DAYS BEFORE DIGGING ON THE PROJECT TO VERIFY EXISTING
AutoCAD SHX Text
UNDERGROUND UTILITIES.
AutoCAD SHX Text
2. THE EXISTING UTILITIES SHOWN ON THESE PLANS HAVE BEEN DRAWN
AutoCAD SHX Text
IN ACCORDANCE TO THE INFORMATION PROVIDED. ALL UTILITIES SHALL
AutoCAD SHX Text
BE FIELD LOCATED BY THE CONTRACTOR PRIOR TO CROSSING. ANY
AutoCAD SHX Text
CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER.
AutoCAD SHX Text
3. DURING THE LIFE OF THE PROJECT, THE CONTRACTOR SHALL
AutoCAD SHX Text CONFORM TO ACT No. 451, PUBLIC ACTS OF 1994, RELATIVE TO THE
AutoCAD SHX Text
SOIL EROSION AND SEDIMENTATION CONTROL ACT.
AutoCAD SHX Text
4. CLEANUP SHALL INCLUDE DEBRIS REMOVAL, ROUGH GRADING, MINIMUM
AutoCAD SHX Text
4" TOPSOIL PLACEMENT, SEEDING, AND FERTILIZING OVER ALL AREAS
AutoCAD SHX Text
DISTURBED BY THE CONTRACTOR'S OPERATIONS.
AutoCAD SHX Text
5. CONTRACTOR TO SUPPLY ALL MATERIALS AND EQUIPMENT NECESSARY
AutoCAD SHX Text
TO COMPLETE THE WORK.
AutoCAD SHX Text
6. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR PROTECTION OF
AutoCAD SHX Text
ALL EXISTING UTILITIES DURING CONSTRUCTION. ALL COSTS FOR
AutoCAD SHX Text
LOCATING, REMOVING, REPLACING OR RELOCATING THESE UTILITIES
AutoCAD SHX Text
SHALL BE INCIDENTAL TO CONSTRUCTION. ALL UTILITIES DAMAGED
AutoCAD SHX Text
DURING CONSTRUCTION SHALL BE REPAIRED WITH LIKE MATERIAL AT
AutoCAD SHX Text
NO ADDITIONAL COST TO THE OWNER.
AutoCAD SHX Text
7. CONTRACTOR SHALL NOTIFY PROPER GOVERNMENTAL INSPECTION
AutoCAD SHX Text
AGENCY AT LEAST 48 HOURS PRIOR TO STARTING CONSTRUCTION.
AutoCAD SHX Text
8. THE CONTRACTOR SHALL BE REQUIRED TO COMPLETE ALL WORK IN
AutoCAD SHX Text
AN EXPEDITIOUS MANNER AND SHALL NOT STOP CONSTRUCTION FOR
AutoCAD SHX Text
EXTENDED PERIODS ONCE CONSTRUCTION HAS BEGUN.
AutoCAD SHX Text
9. THE CONTRACTOR SHALL MAINTAIN IN SERVICE, ALL EXISTING SANITARY
AutoCAD SHX Text
SEWER, WATER OR STORM SEWER SERVICE CONNECTIONS WHENEVER
AutoCAD SHX Text
POSSIBLE. COORDINATE WITH LOCAL UTILITY COMPANY AND OWNER
AutoCAD SHX Text
BEFORE ANY UTILITIES TO BE OUT OF SERVICE FOR A PERIOD OF
AutoCAD SHX Text
TIME.
AutoCAD SHX Text
10. CONSTRUCTION OPERATIONS SHALL BE SCHEDULED AND PERFORMED
AutoCAD SHX Text
SO THAT PREVENTATIVE EROSION CONTROL MEASURES ARE IN PLACE
AutoCAD SHX Text
PRIOR TO EXCAVATION AND TEMPORARY STABILIZATION MEASURES ARE
AutoCAD SHX Text
IN PLACE IMMEDIATELY FOLLOWING BACKFILLING AND/OR GRADING
AutoCAD SHX Text
OPERATIONS.
AutoCAD SHX Text
11. SEE ARCHITECTURAL PLANS FOR EXACT BUILDING LAYOUTS,
AutoCAD SHX Text
DIMENSIONS AND DETAILS PERTAINING TO BUILDING.
AutoCAD SHX Text
PROP. CONCRETE PAVEMENT
AutoCAD SHX Text
PROP. WATERMAIN
AutoCAD SHX Text
PROP. GAS LINE
AutoCAD SHX Text
PROP. SPOT ELEVATION
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AutoCAD SHX Text W
AutoCAD SHX Text
FINISHED FLOOR = 1033.47
AutoCAD SHX Text
EX.BUILDING
AutoCAD SHX Text
EX.BUILDING FINISHED FLOOR = 1031.62
AutoCAD SHX Text
EX.BUILDING
AutoCAD SHX Text
S. MOUNT TOM RD
AutoCAD SHX Text
TREES
AutoCAD SHX Text
TREES
AutoCAD SHX Text
TREES
AutoCAD SHX Text
TREES
AutoCAD SHX Text C
AutoCAD SHX Text
EX. TILE FIELD
AutoCAD SHX Text
EX. 4" SANITARY SEWER
AutoCAD SHX Text
EX. SEPTIC TANK
AutoCAD SHX Text
EX. 4" SANITARY SEWER
AutoCAD SHX Text
EX. 4" SANITARY SEWER
AutoCAD SHX Text
EX. AT GRADE CLEAN OUT
AutoCAD SHX Text S51
AutoCAD SHX Text T
AutoCAD SHX Text S51
AutoCAD SHX Text T
AutoCAD SHX Text
SOIL EROSION AND SEDIMENTATION CONTROL PLAN
AutoCAD SHX Text
SCALE: 1" = 20'
AutoCAD SHX Text %%uUTILITY NOTE
AutoCAD SHX Text THE UTILITY LOCATIONS AS HEREIN SHOWN ARE BASED ON FIELD OBSERVATIONS AND A CAREFUL REVIEW OF MUNICIPAL AND UTILITY RECORDS. HOWEVER, IT IS NOT POSSIBLE TO DETERMINE THE PRECISE SIZE, LOCATION, DEPTH, PRESSURE, OR ANY OTHER CHARACTERISTICS OF UNDERGROUND UTILITIES, TANKS OR SEPTIC FIELDS WITHOUT EXCAVATION. THEREFORE, WE CANNOT GUARANTEE THE ACCURACY OF COMPLETENESS OF THE BURIED UTILITY INFORMATION HEREIN SHOWN. THE CONTRACTOR SHALL CALL "MISS DIG" AT (811) A MINIMUM OF THREE WORKING DAYS PRIOR TO ANY EXCAVATION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THESE LOCATIONS PRIOR TO CONSTRUCTION AND MAKE EVERY EFFORT TO PROTECT AND/OR RELOCATE THEM AS REQUIRED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF DESIGN AS SOON AS POSSIBLE IN THE EVENT A DISCREPANCY IS FOUND.
AutoCAD SHX Text 1 inch = ft.
AutoCAD SHX Text
( IN FEET )
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text %%uLOCATION MAP
AutoCAD SHX Text
W. CHERRY CREEK RD
AutoCAD SHX Text
POPPS RD
AutoCAD SHX Text
MCKINLEY RD
AutoCAD SHX Text
S. GERBER RD
AutoCAD SHX Text
S. MT. TOM RD
AutoCAD SHX Text
MIO DR
AutoCAD SHX Text
BOOTH RD
AutoCAD SHX Text
WILCOX DR
AutoCAD SHX Text
SITE
AutoCAD SHX Text
EX. OVERHEAD UTILITY WIRES
AutoCAD SHX Text W
AutoCAD SHX Text
EX. WATER WELL
AutoCAD SHX Text
EX. SPOT GRADE
AutoCAD SHX Text
EX. UTILITY POLE
AutoCAD SHX Text
EX. CONTOUR
AutoCAD SHX Text
EX. CONTOUR
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 781.36
AutoCAD SHX Text %%uLEGEND
AutoCAD SHX Text
EX. CONCRETE PAVEMENT
AutoCAD SHX Text
EX. BITUMINOUS PAVEMENT
AutoCAD SHX Text
EX. GRAVEL PAVEMENT
AutoCAD SHX Text
(C. OR CONC.)
AutoCAD SHX Text
EX. BUILDINGS
AutoCAD SHX Text
EX. WOOD FENCE
AutoCAD SHX Text
T=TEMPORARY MEASURE
AutoCAD SHX Text
P=PERMAMENT MEASURE
AutoCAD SHX Text
TOTAL DISTURBED AREA = 0.21 ACRES
AutoCAD SHX Text
SILT FENCE
AutoCAD SHX Text S51
AutoCAD SHX Text USE ADJACENT TO CRITICAL AREAS, TO PREVENT SEDIMENT LADEN SHEET FLOW FROM ENTERING THESE AREAS.
AutoCAD SHX Text %%uKEYED DETAILS
AutoCAD SHX Text T
AutoCAD SHX Text %%uSOIL EROSION AND SEDIMENTATION CONTROL NOTES:
AutoCAD SHX Text
%%UCONSTRUCTION SEQUENCE
AutoCAD SHX Text CONSTRUCTION OPERATIONS SHALL BE SCHEDULED AND PERFORMED SO THAT PREVENTATIVE EROSION CONTROL MEASURES ARE IN PLACE PRIOR TO EXCAVATION AND TEMPORARY STABILIZATION MEASURES ARE IN PLACE IMMEDIATELY FOLLOWING BACKFILLING AND/OR GRADING OPERATIONS.
AutoCAD SHX Text SPECIAL PRECAUTIONS WILL BE TAKEN IN THE USE OF CONSTRUCTION EQUIPMENT TO PREVENT SITUATIONS THAT PROMOTE EROSION.
AutoCAD SHX Text CLEANUP WILL BE DONE IN A MANNER TO INSURE THAT EROSION CONTROL MEASURES ARE NOT DISTURBED.
AutoCAD SHX Text THE PROJECT WILL CONTINUALLY BE INSPECTED FOR SOIL EROSION AND SEDIMENT CONTROL COMPLIANCE. DEFICIENCIES WILL BE CORRECTED BY THE CONTRACTOR WITHIN 24 HOURS.
AutoCAD SHX Text TEMPORARY EROSION CONTROL MEASURES SHALL BE COMPLETELY REMOVED BY THE CONTRACTOR UPON ESTABLISHMENT OF PERMANENT CONTROL MEASURES.
AutoCAD SHX Text
EXCAVATION OF SOIL. STOCKPILING OF SOIL ON SITE IS NOT ALLOWED.
AutoCAD SHX Text IMPLEMENTATION OF TEMPORARY EROSION CONTROL MEASURES; SELECTIVE GRADING, DIVERSIONS AS REQUIRED IN FIELD, PROTECTION OF STORM SEWER FACILITIES.
AutoCAD SHX Text
PERIODIC MAINTENANCE OF AFFECTED EROSION CONTROL MEASURES.
AutoCAD SHX Text PERMANENT MEASURES; FINAL GRADING, SEEDING AND MULCHING. (SEE MICHIGAN UNIFIED KEYING SYSTEM FOR EROSION CONTROL KEY NUMBERS)
AutoCAD SHX Text 1.)
AutoCAD SHX Text 2.)
AutoCAD SHX Text 3.)
AutoCAD SHX Text 4.)
AutoCAD SHX Text 5.)
AutoCAD SHX Text 4.)
AutoCAD SHX Text 3.)
AutoCAD SHX Text 2.)
AutoCAD SHX Text 1.)
AutoCAD SHX Text COORDINATE WITH ARCHITECTURAL LANDSCAPING PLAN BY OTHERS FOR AREAS OF NEW GRASS, LANDSCAPING AND MULCH DESIGNATIONS.
6.)
UP
OFFICE
OFFICE
HALL
CONFERENCE
OFFICE
OPEN OFFICE
MECHANICAL
KITCHENETTE
LUNCH
LOBBY
8 4
3 3
9 9
A300
1. SEE SPECIFICATIONS FOR ADDITIONAL PROJECT
INFORMATION AND REQUIREMENTS.
2. OBJECTS INDICATED ON THIS DRAWING WITH DASHED
LINES OR WITHIN A DASHED LINE SHALL BE REMOVED,
RELOCATED OR TURNED OVER TO THE OWNER AS NOTED.
3. DEMOLITION ITEMS WHICH SHALL BE RELOCATED OR
TURNED OVER TO THE OWNER SHALL BE REMOVED IN
SUCH A MANNER AS NOT TO DAMAGE THEM. STORE IN A
SECURE LOCATION UNTIL SCHEDULED TO BE
REINSTALLED IN NEW LOCATION.
4. DEMOLITION ITEMS WHICH ARE NOT BEING RELOCATED
SHALL BE OFFERED TO THE OWNER. IF THE OWNER DOES
NOT ACCEPT THEM THEY SHALL BECOME THE PROPERTY
OF THE CONTRACTOR FOR PROPER DISPOSAL OFFSITE.
5. PATCH, PRIME AND PAINT ALL EXISTING WALL AND FLOOR
SURFACES TO REMAIN AFFECTED BY DEMOLITION WORK.
6. PROVIDE TEMPORARY BRACING AND SHORING AS
REQUIRED.
7. MAINTAIN BUILDING IN A WEATHER TIGHT CONDITION.
8. MAINTAIN EXIT ACCESS AND EXITS.
9. OWNER INTENDS TO OCCUPY EXISTING FACILITY FOR
MAXIMUM DURATION OF RENOVATION PRACTICABLE.
COORDINATE ALL TEMPORARY DUST AND BARRIER WORK
AS REQUIRED.
10. SEE ELECTRICAL DRAWINGS TO COORDINATE EXISTING
ELECTRICAL POWER DEMOLITION REQUIREMENTS.
11. SEE MECHANICAL DRAWINGS TO COORDINATE EXISTING
MECHANICAL AND PLUMBING DEMOLITION
REQUIREMENTS.
12. SEE STRUCTURAL DRAWINGS TO COORDINATE EXISTING
STRUCTURAL DEMOLITION REQUIREMENTS.
EXISTING WALL OR PARTITION
TO REMAIN
EXISTING DOOR TO REMAIN
EXISTING BUILDING COMPONENT
& STRUCTURE TO REMAIN
EXISTING WALL/PARTITION OR
EXISTING ITEMS TO BE
REMOVED
EXISTING DOOR & FRAME TO BE
REMOVED
EXISTING ASSEMBLY TO BE
REMOVED
EXISTING WALL/PARTITION OR
EXISTING ITEMS TO BE
REMOVED
KEYED DEMOLITION TAG
NOTE: ALL ITEMS SHOWN DARK AND DASHED ARE
TO BE DEMOLISHED- U.N.O.
SYMBOL DESCRIPTION
SYMBOL LEGEND
OFFICE
OFFICE
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MECHANICAL
KITCHENETTE
LUNCH
LOBBY
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DES'D BY:
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FIELD OFFICE - DEMOLITION PLAN
GENERAL DEMOLITION NOTES
N
REFLECTED CEILING PLAN - DEMOLITON
SCALE: 1/4" = 1'-0"
OFFICE DEMOLITION NOTES
TAG NOTE
1 REMOVE EXISTNG FURRING, ALL COMPONENTS AND ACCESSORIES BACK TO
SOURCE ALONG EXISTING TWO STORY BUILDING DEMOLITION
2 REMOVE EXISTING RECEPTION COUNTER
3 REMOVE EXISTING CASEWORK
4 REMOVE EXISTING PARTITION
5 REMOVE EXISTING DOOR & FRAME
6 REMOVE EXISTING TOILET PARITIONS
7 REMOVE EXISTING PLUMBING FIXTURE
8 REMOVE EXISTING PARTITION AS REQUIRED FOR PROPOSED DOOR OPENING. SEE
RENOVATION NOTES FOR ADDITIONAL INFORMATION
9 REMOVE EXISTING CERAMIC TILE FLOORING (PRESERVE GROUT BED)
10 REMOVE EXISTING VCT FLOORING
11 REMOVE EXISTING CARPET FLOORING
12 REMOVE EXISTING 4" RESILIENT BASE TYPICAL
13 REMOVE EXISTING TOILET ROOM GYPSUM BOARD BULKHEAD AND TOILET
PARTITION SUPPORT
14 REMOVE EXISTING CEILING
15 EXISTING DOOR & FRAME SALVAGE FOR RE-USE
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1. SEE SPECIFICATIONS FOR ADDITIONAL PROJECT
INFORMATION AND REQUIREMENTS.
2. OBJECTS INDICATED ON THIS DRAWING WITH DASHED
LINES OR WITHIN A DASHED LINE SHALL BE REMOVED,
RELOCATED OR TURNED OVER TO THE OWNER AS NOTED.
3. DEMOLITION ITEMS WHICH SHALL BE RELOCATED OR
TURNED OVER TO THE OWNER SHALL BE REMOVED IN
SUCH A MANNER AS NOT TO DAMAGE THEM. STORE IN A
SECURE LOCATION UNTIL SCHEDULED TO BE
REINSTALLED IN NEW LOCATION.
4. DEMOLITION ITEMS WHICH ARE NOT BEING RELOCATED
SHALL BE OFFERED TO THE OWNER. IF THE OWNER DOES
NOT ACCEPT THEM THEY SHALL BECOME THE PROPERTY
OF THE CONTRACTOR FOR PROPER DISPOSAL OFFSITE.
5. PATCH, PRIME AND PAINT ALL EXISTING WALL AND FLOOR
SURFACES TO REMAIN AFFECTED BY DEMOLITION WORK.
6. PROVIDE TEMPORARY BRACING AND SHORING AS
REQUIRED.
7. MAINTAIN BUILDING IN A WEATHER TIGHT CONDITION.
8. MAINTAIN EXIT ACCESS AND EXITS.
9. OWNER INTENDS TO OCCUPY EXISTING FACILITY FOR
MAXIMUM DURATION OF RENOVATION PRACTICABLE.
COORDINATE ALL TEMPORARY DUST AND BARRIER WORK
AS REQUIRED.
10. SEE ELECTRICAL DRAWINGS TO COORDINATE EXISTING
ELECTRICAL POWER DEMOLITION REQUIREMENTS.
11. SEE MECHANICAL DRAWINGS TO COORDINATE EXISTING
MECHANICAL AND PLUMBING DEMOLITION
REQUIREMENTS.
12. SEE STRUCTURAL DRAWINGS TO COORDINATE EXISTING
STRUCTURAL DEMOLITION REQUIREMENTS.
EXISTING WALL OR PARTITION
TO REMAIN
EXISTING DOOR TO REMAIN
EXISTING BUILDING COMPONENT
& STRUCTURE TO REMAIN
EXISTING WALL/PARTITION OR
EXISTING ITEMS TO BE
REMOVED
EXISTING DOOR & FRAME TO BE
REMOVED
EXISTING ASSEMBLY TO BE
REMOVED
EXISTING WALL/PARTITION OR
EXISTING ITEMS TO BE
REMOVED
KEYED DEMOLITION TAG
NOTE: ALL ITEMS SHOWN DARK AND DASHED ARE
TO BE DEMOLISHED- U.N.O.
SYMBOL DESCRIPTION
SYMBOL LEGEND
W
IL
L
IA
M A
K
IB
B
E
A S
S O
C
IA
T E
S
IN
C
E N
G
IN
E E
R C
H
IT
E C
U R
V E
Y O
R S
P R
IN
T
E D
SHEET
PROJ #:
DRAWN BY:
DES'D BY:
CHCK'D BY:
1/ 3/
:3
2:
P M
22-0810-0018
S. FISHER
C. TUCKER
J. WHEELER
S T
O R
A G
E D
E M
O
LI
T
IO
N P
LA
N
S T
A T
E O
F M
IC
H
IG
F
IE
LD
O
F F
IC
E
D E
M O
LI
T
IO
N
R
E N
O V
A T
IO
N
A101
A
LL
R
IG
H T
S R
E S
E R
V E
D . T
H
IS
D O
C U
M E
N T
A N
D D
E S
IG
N
S P
O R
T R
A Y
E D
W
IT
H
IN
A R
E T
H E
P R
O P
E R
T Y
O F
W A
K , N
O M
O D
IF
IC
A T
IO
N
S A
N D
/O R
T R
A N
S F
E R
S O
F W
O R
K A
R E
P E
R M
IT
T
E D
U N
LE
S
S G
R A
N T
E D
B Y
W A
K
M
IO
, M
IC
H
IG
A N
N SCALE: 1/4" = 1'-0"
STORAGE DEMOLITION PLAN
GENERAL DEMOLITION NOTES
HANGAR DEMOLITION NOTES
TAG NOTE
1 REMOVE EXISTING HANGAR STYLE DOOR AND INFILL AS REQUIRED FOR NEW
OPENINGS
2 REMOVE AND REPLACE EXISTING WINDOW
3 REMOVE AND REPLACE EXISTING DOOR
4 REMOVE AND REPLACE EXISTING OVERHEAD DOOR
5 REMOVE EXISTING METAL SIDING AND ROOF
6 EXISTING ROOF OVERHANG AND ROOF EDGE TO BE REMOVED
N O
S
T A
T U
S
R E
V
IS
IO
N
S D
A T
E
IS
S
U E
D F
O R
B
ID
S
-0 4-
UP
OFFICE
OFFICE
WOMEN
HALL
CONFERENCE
OFFICE
OPEN OFFICE
MECHANICAL
KITCHENETTE
LUNCH
LOBBY
A300
101A
1/ A200
MEN
MECHANICAL
SHOWER
9'-4" 10'-11 1/8" ±
3'-6"
7' -1
0"
W1 W1
W2
W2
W1
W1
3' -8
102.1
104.1
105.1
103.1
8' -1
14 3
10 9
A300
W1
1' -4
3'
-4
2' -0
3'
-0
W3
W3
METER
W.H.
PANEL
MECH
UNIT
D.F.
REF
2' -0
F.E.
F.E.
F.E.C.
1. GENERAL CONTRACTOR SHALL VISIT THE SITE
PRIOR TO SUBMITTING A BID ON THIS PROJECT TO
BECOME FAMILIAR WITH EXISTING CONDITIONS.
ANY EXISTING CONDITIONS FOUND AT VARIANCE
WITH THE DRAWINGS MUST BE IMMEDIATELY
REPORTED TO THE OWNER'S PROJECT
REPRESENTATIVE.
2. ALL WORK SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE CURRENT APPLICABLE
CODES, ORDINANCES AND STANDARD
SPECIFICATIONS OF ALL LOCAL GOVERNING
AGENCIES HAVING JURISDICTION.
3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY
PERMITS REQUIRED FOR CONSTRUCTION OF THIS
PROJECT.
4. THE CONTRACTOR AGREES THAT IN ACCORDANCE
WITH GENERALLY ACCEPTED CONSTRUCTION
PRACTICES IT SHALL ASSUME SOLE AND
COMPLETE RESPONSIBILITY FOR JOB SITE
CONDITIONS DURING THE COURSE OF
CONSTRUCTION.
5. THE CONTRACTOR WILL BE HELD SOLELY LIABLE
FOR ANY CLAIMS RESULTING FROM ACCIDENTS OR
DAMAGES CAUSED BY ITS FAILURE TO COMPLY
WITH TRAFFIC AND PUBLIC SAFETY REGULATIONS
DURING THE CONSTRUCTION PERIOD.
6. ALL WORK SHALL BE GUARANTEED BY THE
CONTRACTOR TO BE FREE FROM DEFECTS IN
WORKMANSHIP AND MATERIALS AND IN
CONFORMANCE WITH THE APPROVED PLANS AND
SPECIFICATIONS. THE CONTRACTOR SHALL
REPLACE OR REPAIR ANY WORK OR MATERIAL
FOUND TO BE DEFECTIVE UPON WRITTEN NOTICE
FROM OWNER'S PROJECT REPRESENTATIVE. FOR
A PERIOD OF 1 YEAR FROM DATE OF WRITTEN
ACCEPTANCE FROM OWNER'S PROJECT
REPRESENTATIVE, AND FOR A PERIOD OF 2 YEARS
FOR PAVEMENTS.
7. THE CONTRACTOR SHALL CONFINE ITS ACTIVITIES
TO THE PROJECT SITE UNDER DEVELOPMENT OR
THE EXISTING RIGHT OF WAYS, CONSTRUCTION
AND PERMANENT EASEMENTS, AND SHALL NOT
TRESPASS UPON OTHER PRIVATE PROPERTY
WITHOUT THE CONSENT OF THE OWNER.
8. ALL CONSTRUCTION METHODS AND OPERATIONS
SHALL BE PERFORMED IN SUCH A MANNER AS TO
PROTECT ALL ADJACENT BUILDING ELEMENTS.
ANY ELEMENTS DAMAGED DURING
CONSTRUCTION SHALL BE REPAIRED AT THE SOLE
EXPENSE OF THE CONTRACTOR.
9. F.E. = FIRE EXTINGUISHER
10. F.E.C. = FIRE EXTINGUISHER CABINET
1i WALL PARTITION TYPE
WINDOW TYPE
DEMOLITION NOTE
CONSTRUCTION NOTE
DOOR NUMBER
EXTERIOR ELEVATION REFERENCE
INTERIOR ELEVATION REFERENCE
DIRECTION OF SLOPE
SECTION REFERENCE
DETAIL REFERENCE
EXISTING COLUMN LINE
NEW COLUMN LINE
1i ii ii i i i/i i" / i" ii ii
SYMBOL DESCRIPTION
SYMBOL LEGEND
W3624 W2430
DB24SB36B36
A300
W1236 7'
-0
4' -6
1'
-0
1' -6
3' -8
BARRIER FREE URINAL
4' -6
M
A X
ROBE HOOKS
2'
M
A X
3' -4
M
A X
3' -0
3"
MIRROR
6' -0
MOP STRIP & SHELF
5' -4
4' -6
SHELF & COAT ROD
3' -4
SOAP DISPENSER
3' -8
/6
4"
SWITCH OR WALL
OUTLET ABOVE
CABINET
5' -0
Stairs
TACTILE SIGN
7' -0
U
.N .O
WALL CABINET
1' -5
2' -9
3' -0
1'-0" 3'-6"
3' -4
1'
-6
3'-6"
2' -7
M
IN
7"-9"
WATER CLOSET - FLUSH TANK
1' -5
6" 3'-0"
2' -9
3' -0
16"-18"
WATER CLOSET FLUSH TANK -
FRONT
W
IL
L
IA
M A
K
IB
B
E
A S
S O
C
IA
T E
S
IN
C
E N
G
IN
E E
R C
H
IT
E C
U R
V E
Y O
R S
P R
IN
T
E D
SHEET
PROJ #:
DRAWN BY:
DES'D BY:
CHCK'D BY:
1/ 3/
:3
2:
P M
22-0810-0018
S. FISHER
C. TUCKER
J. WHEELER
F
IE
LD
O
F F
IC
E
R E
N O
V A
T
IO
N P
LA
N
S T
A T
E O
F M
IC
H
IG
F
IE
LD
O
F F
IC
E
D E
M O
LI
T
IO
N
R
E N
O V
A T
IO
N
A200
A
LL
R
IG
H T
S R
E S
E R
V E
D . T
H
IS
D O
C U
M E
N T
A N
D D
E S
IG
N
S P
O R
T R
A Y
E D
W
IT
H
IN
A R
E T
H E
P R
O P
E R
T Y
O F
W A
K , N
O M
O D
IF
IC
A T
IO
N
S A
N D
/O R
T R
A N
S F
E R
S O
F W
O R
K A
R E
P E
R M
IT
T
E D
U N
LE
S
S G
R A
N T
E D
B Y
W A
K
M
IO
, M
IC
H
IG
A N
N SCALE: 1/4" = 1'-0"
FIELD OFFICE RENOVATION PLAN
GENERAL NOTES
SCALE: 1/4" = 1'-0"A200
KITCHENETTE 1081
RESTROOM ACCESSORY SCHEDULE
Mark Description
1 PAPER TOWEL DISPENSER
2 SOAP DISPENSER
3 24" x 36" MIRROR
4 36" GRAB BAR
5 42" GRAB BAR
6 18" VERTICAL GRAB BAR
7 TOILET TISSUE DISPENSER
8 FOLDING SHOWER SEAT
9 ROBE HOOK
10 MOP HOLDER
TYPICAL MOUNTING HEIGHTS
WALL SCHEDULE
TYPE DESCRIPTION FIRE RATING
W1 2x4 WOOD STUDS @ 16" O.C. WITH 1/2" GYPSUM
BOARD EACH SIDE
W2 2X6 WOOD STUDS @ 16" O.C. WTH 1/2" GYPSUM
BOARD EACH SIDE
W3 FIBERGLASS REINFORCED PANEL ADHERED TO
GYPSUM BOARD
N O
S
T A
T U
S
R E
V
IS
IO
N
S D
A T
E
IS
S
U E
D F
O R
B
ID
S
-0 4-
OFFICE
OFFICE
WOMEN
HALL
CONFERENCE
OFFICE
OPEN OFFICE
MECHANICAL
KITCHENETTE
LUNCH
LOBBY
A300
SHOWER
MECHANICAL
MEN
8'-0"
8'-0" 8'-0"
8'-0"
8'-0"
REFLECTED CEILING PLAN GENERAL NOTES:
1. SEE MECHANICAL & ELECTRICAL DRAWINGS FOR OTHER APPLICABLE
NOTES & ITEMS.
SUSPENDED ACOUSTICAL TILE
CEILING SYSTEM
5/8" GYPSUM BOARD CEILING OR
BULKHEAD (PAINT).
CEILING HEIGHT- ABOVE FINISH
FLOOR
LIGHT FIXTURES
RECESSED LIGHT FIXTURE
SUPPLY DIFFUSER
RETURN GRILL
SYMBOL DESCRIPTION
SYMBOL LEGEND
X'-X
NOTE:
SEE MECHANICAL AND ELECTRICAL PLANS FOR
ADDITIONAL INFORMATION
W
IL
L
IA
M A
K
IB
B
E
A S
S O
C
IA
T E
S
IN
C
E N
G
IN
E E
R C
H
IT
E C
U R
V E
Y O
R S
P R
IN
T
E D
SHEET
PROJ #:
DRAWN BY:
DES'D BY:
CHCK'D BY:
1/ 3/
:3
2:
P M
22-0810-0018
S. FISHER
C. TUCKER
J. WHEELER
F
IE
LD
O
F F
IC
E
R E
F
LE
C T
E D
C E
IL
IN
G P
LA
N
S T
A T
E O
F M
IC
H
IG
F
IE
LD
O
F F
IC
E
D E
M O
LI
T
IO
N
R
E N
O V
A T
IO
N
A201
A
LL
R
IG
H T
S R
E S
E R
V E
D . T
H
IS
D O
C U
M E
N T
A N
D D
E S
IG
N
S P
O R
T R
A Y
E D
W
IT
H
IN
A R
E T
H E
P R
O P
E R
T Y
O F
W A
K , N
O M
O D
IF
IC
A T
IO
N
S A
N D
/O R
T R
A N
S F
E R
S O
F W
O R
K A
R E
P E
R M
IT
T
E D
U N
LE
S
S G
R A
N T
E D
B Y
W A
K
M
IO
, M
IC
H
IG
A N
N SCALE: 1/4" = 1'-0"
REFLECTED CEILING PLAN
N O
S
T A
T U
S
R E
V
IS
IO
N
S D
A T
E
IS
S
U E
D F
O R
B
ID
S
-0 4-
FIRST FLOOR
100'-0"
EXISTING FOUNDATION WALL
4" RESILIENT BASE
EXISTING SLAB
EXISTING TRUSS
EXISTING INSULATION
ACOUSTIC PANEL
CEILING
6" CMU GROUT SOLID CONT
2X6 WOOD STUDS @ 16" O.C.
2X6 DBL TOP PLATE
CONT 2X4
RE-WORK TRUSS BOTT
CHORD BRACING
REMOVE EXISTING TRUSS
EXISTING ROOF
NEW 5/8" SHEATHING MIN
(2) TRUSS SPACES
2X6 OUTLOOKER @ 24" O.C.
SIMPSON STRONG TIE
H3 TIE @ EA OUTLOOKER
A300
3/8" SOFFIT - TO
MATCH EXISTING
PRE-FIN ALUM FLASHING -
TO MATCH EXISTING
2X10 3/4" CEDAR RAKE -
TO MATCH EXISTING
1X4 FRIEZE BOARD - TO
MATCH EXISTING
2X8
2X4
ROOF SHEATHING AND PVC
MEMBRANE (FIELD VERIFY) TO
BE EXTENDED AS REQUIRED
AFTER DEMOLITION OF
EXISTING 2 STORY BUILDING
A300
FIRST FLOOR
100'-0"
A300
24'-8" (F.V.) SHEAR WALL
LIGHT FIXTURE - SEE
ELECTRICAL
EX CONDENSING UNIT -
SEE MECHANICAL
GAS METER - SEE
MECHANICAL
ELECTRICAL DISCONNECT -
SEE ELECTRICAL
1 3/4"
12"1 3/4"
12"
HM DR AND FRAME 1/
1" INSUL TEMP.
GLAZING
ALUMINUM WINDOW
SYSTEM TO MATCH
EXISTING
METAL DRIP EDGE AND
FASCIA
RS WD FASCIA - PAINT
WOOD SIDING - TO MATCH
EXISTING
METAL GUTTER AND
DOWNSPOUT SYSTEM
HOSE BIBB - SEE PLUMBING
APPROX GRADE
FIRST FLOOR
100'-0"
EXISTING FOUNDATION WALL
4" RESILIENT BASE
EXISTING SLAB
DBL 2X6 AT PANEL EDGES
6" CMU GROUT SOLID CONT
W/ HOR JOINT REINF
2X6 WOOD STUDS @ 16" O.C.
PROVIDE SIMPSON STRONG-TIE
HDU2-SDS2.5 HOLDOWN AT EACH
SHEAR WALL PANEL EDGE
(OR APPROVED EQUAL)
PROVIDE (1) #5 X 36" LG BAR AT EACH
HOLDOWN, LAP W/ EX CMU
FND WALL, GROUT CORE SOLID
5/8" Ø ANCHOR
CONCRETE WASH
2X6 TREATED BOTT PL
1' -6
1'
-0
1/2" PLYWD DOOR
2X4 BLOCKING
SEE SPEC FOR
COUNTERTOP
MATERIAL
BASE (SEE FINISH
SCHED) - SEE SPEC
SEE SPEC OR HARDWARE
SCHEDULE FOR
CABINETRY HARDWARE
2X4 BLOCKING
ADJUSTABLE SHELF
DRAWER
1/2" PLYWD DOOR
INETGRAL BACKSPLASH
(2 '-1
0" M
A X
A T
A C
C E
S S
IB
LE
U N
IT
S
3' -0
4' -6
PROVIDE VENTING
HOLES; (1) PER
MACHINE
MICROWAVE OVEN BY OWNER
2X4 BLOCKING
W
IL
L
IA
M A
K
IB
B
E
A S
S O
C
IA
T E
S
IN
C
E N
G
IN
E E
R C
H
IT
E C
U R
V E
Y O
R S
P R
IN
T
E D
SHEET
PROJ #:
DRAWN BY:
DES'D BY:
CHCK'D BY:
1/ 3/
:3
2:
P M
22-0810-0018
S. FISHER
C. TUCKER
J. WHEELER
F
IE
LD
O
F F
IC
E
D E
T A
IL
S
S T
A T
E O
F M
IC
H
IG
F
IE
LD
O
F F
IC
E
D E
M O
LI
T
IO
N
R
E N
O V
A T
IO
N
A300
A
LL
R
IG
H T
S R
E S
E R
V E
D . T
H
IS
D O
C U
M E
N T
A N
D D
E S
IG
N
S P
O R
T R
A Y
E D
W
IT
H
IN
A R
E T
H E
P R
O P
E R
T Y
O F
W A
K , N
O M
O D
IF
IC
A T
IO
N
S A
N D
/O R
T R
A N
S F
E R
S O
F W
O R
K A
R E
P E
R M
IT
T
E D
U N
LE
S
S G
R A
N T
E D
B Y
W A
K
M
IO
, M
IC
H
IG
A N
SCALE: 1" = 1'-0"A300
WALL SECTION1
N SCALE: 1/8" = 1'-0"
FIELD OFFICE ROOF PLAN
SCALE: 1/4" = 1'-0"A300
EAST ELEVATION3
SCALE: 1 1/2" = 1'-0"A300
WALL DETAIL2
SCALE: 1 1/2" = 1'-0"A300
CASEWORK DETAIL4
N O
S
T A
T U
S
R E
V
IS
IO
N
S D
A T
E
IS
S
U E
D F
O R
B
ID
S
-0 4-
A500
A500
A500
A500
STORAGE
200A
200C
200E
200D
W2
W2
W2 W2
200B
DS
DS
FIELD VERIFY
4'-9 3/4" 12'-0"
FIELD VERIFY
8'-6 1/2" 3'-4"
FIELD VERIFY
13'-4 3/4"
42'-1"
F
IE
LD
V
E R
IF
Y
'-0
5'
-0
F
IE
LD
V
E R
IF
Y
'-0
5'
-0
F
IE
LD
V
E R
IF
Y
'-0
'-0
FIELD VERIFY
8'-8" 5'-0"
FIELD VERIFY
14'-8" 5'-0"
FIELD VERIFY
8'-9"
7' -3
'-0
2' -9
'-0
2' -9
'-0
7' -3
'-0
A500
A500
A500
A500
4"
4"
RIDGE
METAL GUTTER AND
DOWNSPOUT SYSTEM
METAL GUTTER AND
DOWNSPOUT SYSTEM
SNOW GUARDS
SNOW GUARDS
CONTINUOUS RIDGE
VENT
36" WIDE PBR ROOF PANEL W/ 1 1/8"
HIGH RIB,12" O.C. 26 GAUGE STEEL.
COLOR FROM MANUFACTURERS
STANDARD AVAILABLE COLORS.
36" WIDE PBR ROOF PANEL W/ 1 1/8"
HIGH RIB,12" O.C. 26 GAUGE STEEL.
COLOR FROM MANUFACTURERS
STANDARD AVAILABLE COLORS.
1. GENERAL CONTRACTOR SHALL VISIT THE SITE
PRIOR TO SUBMITTING A BID ON THIS PROJECT TO
BECOME FAMILIAR WITH EXISTING CONDITIONS.
ANY EXISTING CONDITIONS FOUND AT VARIANCE
WITH THE DRAWINGS MUST BE IMMEDIATELY
REPORTED TO THE OWNER'S PROJECT
REPRESENTATIVE.
2. ALL WORK SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE CURRENT APPLICABLE
CODES, ORDINANCES AND STANDARD
SPECIFICATIONS OF ALL LOCAL GOVERNING
AGENCIES HAVING JURISDICTION.
3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY
PERMITS REQUIRED FOR CONSTRUCTION OF THIS
PROJECT.
4. THE CONTRACTOR AGREES THAT IN ACCORDANCE
WITH GENERALLY ACCEPTED CONSTRUCTION
PRACTICES IT SHALL ASSUME SOLE AND
COMPLETE RESPONSIBILITY FOR JOB SITE
CONDITIONS DURING THE COURSE OF
CONSTRUCTION.
5. THE CONTRACTOR WILL BE HELD SOLELY LIABLE
FOR ANY CLAIMS RESULTING FROM ACCIDENTS OR
DAMAGES CAUSED BY ITS FAILURE TO COMPLY
WITH TRAFFIC AND PUBLIC SAFETY REGULATIONS
DURING THE CONSTRUCTION PERIOD.
6. ALL WORK SHALL BE GUARANTEED BY THE
CONTRACTOR TO BE FREE FROM DEFECTS IN
WORKMANSHIP AND MATERIALS AND IN
CONFORMANCE WITH THE APPROVED PLANS AND
SPECIFICATIONS. THE CONTRACTOR SHALL
REPLACE OR REPAIR ANY WORK OR MATERIAL
FOUND TO BE DEFECTIVE UPON WRITTEN NOTICE
FROM OWNER'S PROJECT REPRESENTATIVE. FOR
A PERIOD OF 1 YEAR FROM DATE OF WRITTEN
ACCEPTANCE FROM OWNER'S PROJECT
REPRESENTATIVE, AND FOR A PERIOD OF 2 YEARS
FOR PAVEMENTS.
7. THE CONTRACTOR SHALL CONFINE ITS ACTIVITIES
TO THE PROJECT SITE UNDER DEVELOPMENT OR
THE EXISTING RIGHT OF WAYS, CONSTRUCTION
AND PERMANENT EASEMENTS, AND SHALL NOT
TRESPASS UPON OTHER PRIVATE PROPERTY
WITHOUT THE CONSENT OF THE OWNER.
8. ALL CONSTRUCTION METHODS AND OPERATIONS
SHALL BE PERFORMED IN SUCH A MANNER AS TO
PROTECT ALL ADJACENT BUILDING ELEMENTS.
ANY ELEMENTS DAMAGED DURING
CONSTRUCTION SHALL BE REPAIRED AT THE SOLE
EXPENSE OF THE CONTRACTOR.
9. F.E. = FIRE EXTINGUISHER
10. F.E.C. = FIRE EXTINGUISHER CABINET
1i WALL PARTITION TYPE
WINDOW TYPE
DEMOLITION NOTE
CONSTRUCTION NOTE
DOOR NUMBER
EXTERIOR ELEVATION REFERENCE
INTERIOR ELEVATION REFERENCE
DIRECTION OF SLOPE
SECTION REFERENCE
DETAIL REFERENCE
EXISTING COLUMN LINE
NEW COLUMN LINE
1i ii ii i i i/i i" / i" ii ii
SYMBOL DESCRIPTION
SYMBOL LEGEND
W
IL
L
IA
M A
K
IB
B
E
A S
S O
C
IA
T E
S
IN
C
E N
G
IN
E E
R C
H
IT
E C
U R
V E
Y O
R S
P R
IN
T
E D
SHEET
PROJ #:
DRAWN BY:
DES'D BY:
CHCK'D BY:
1/ 3/
:3
2:
P M
22-0810-0018
S. FISHER
C. TUCKER
J. WHEELER
S T
O R
A G
E F
LO
O
R P
LA
N
A N
D R
O O
F P
LA
N
S T
A T
E O
F M
IC
H
IG
F
IE
LD
O
F F
IC
E
D E
M O
LI
T
IO
N
R
E N
O V
A T
IO
N
A400
A
LL
R
IG
H T
S R
E S
E R
V E
D . T
H
IS
D O
C U
M E
N T
A N
D D
E S
IG
N
S P
O R
T R
A Y
E D
W
IT
H
IN
A R
E T
H E
P R
O P
E R
T Y
O F
W A
K , N
O M
O D
IF
IC
A T
IO
N
S A
N D
/O R
T R
A N
S F
E R
S O
F W
O R
K A
R E
P E
R M
IT
T
E D
U N
LE
S
S G
R A
N T
E D
B Y
W A
K
M
IO
, M
IC
H
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A N
N SCALE: 1/4" = 1'-0"
STORAGE FLOOR PLAN
N SCALE: 1/4" = 1'-0"
STORAGE ROOF PLAN
GENERAL NOTES
N O
S
T A
T U
S
R E
V
IS
IO
N
S D
A T
E
IS
S
U E
D F
O R
B
ID
S
-0 4-
FIRST FLOOR
100'-0"
CONTINUOUS RIDGE
VENT
SNOW GUARDS
HM DOOR ON HM
FRAME - PAINT
SECTIONAL OVERHEAD
DOOR
METAL GUTTER AND
DOWNSPOUT SYSTEM
LIGHT FIXTURE -
SEE ELECTRICAL
APPROX GRADE
SPLASH BLOCK9'
-0
36" WIDE PBR ROOF
PANEL W/ 1 1/8" HIGH
RIB,12" O.C. 26 GAUGE
STEEL. COLOR FROM
MANUFACTURERS
STANDARD AVAILABLE
COLORS.
36" WIDE PBR WALL
PANEL W/ 1 1/8" HIGH
RIB,12" O.C. 26 GAUGE
STEEL. COLOR FROM
MANUFACTURERS
STANDARD AVAILABLE
COLORS.
FIRST FLOOR
100'-0"
SECTIONAL OVERHEAD
DOOR
SNOW GUARDS
'-0
METAL DRIP EDGE
4"
12"
CONTINUOUS RIDGE
VENT
SPLASH BLOCK
APPROX GRADE
LIGHT FIXTURE -
SEE ELECTRICAL
'-0
METAL GUTTER AND
DOWNSPOUT SYSTEM
36" WIDE PBR WALL PANEL
W/ 1 1/8" HIGH RIB,12" O.C. 26
GAUGE STEEL. COLOR
FROM MANUFACTURERS
STANDARD AVAILABLE
COLORS.
FIRST FLOOR
100'-0"
CONTINUOUS RIDGE
VENT
SNOW GUARDS
ALUMINUM WINDOW
SYSTEM
METAL GUTTER AND
DOWNSPOUT SYSTEM
APPROX GRADE
R
ID
G E
V E
R
IF
Y
IN
F
IE
LD
'-9
7' -4
36" WIDE PBR WALL PANEL
W/ 1 1/8" HIGH RIB,12" O.C.
26 GAUGE STEEL. COLOR
FROM MANUFACTURERS
STANDARD AVAILABLE
COLORS.
36" WIDE PBR ROOF PANEL
W/ 1 1/8" HIGH RIB,12" O.C.
26 GAUGE STEEL. COLOR
FROM MANUFACTURERS
STANDARD AVAILABLE
COLORS.
FIRST FLOOR
100'-0"
'-0
CONTINUOUS RIDGE
VENT
SNOW GUARDS
ALUMINUM WINDOW
SYSTEM
SPLASH BLOCK
4"
12"
7' -4
36" WIDE PBR WALL
PANEL W/ 1 1/8" HIGH
RIB,12" O.C. 26 GAUGE
STEEL. COLOR FROM
MANUFACTURERS
STANDARD AVAILABLE
COLORS.
METAL GUTTER AND
DOWNSPOUT SYSTEM
METAL DRIP EDGE
APPROX GRADE
W
IL
L
IA
M A
K
IB
B
E
A S
S O
C
IA
T E
S
IN
C
E N
G
IN
E E
R C
H
IT
E C
U R
V E
Y O
R S
P R
IN
T
E D
SHEET
PROJ #:
DRAWN BY:
DES'D BY:
CHCK'D BY:
1/ 3/
:3
2:
P M
22-0810-0018
S. FISHER
C. TUCKER
J. WHEELER
S T
O R
A G
E E
X T
E R
IO
R
E
LE
V A
T
IO
N S
S T
A T
E O
F M
IC
H
IG
F
IE
LD
O
F F
IC
E
D E
M O
LI
T
IO
N
R
E N
O V
A T
IO
N
A500
A
LL
R
IG
H T
S R
E S
E R
V E
D . T
H
IS
D O
C U
M E
N T
A N
D D
E S
IG
N
S P
O R
T R
A Y
E D
W
IT
H
IN
A R
E T
H E
P R
O P
E R
T Y
O F
W A
K , N
O M
O D
IF
IC
A T
IO
N
S A
N D
/O R
T R
A N
S F
E R
S O
F W
O R
K A
R E
P E
R M
IT
T
E D
U N
LE
S
S G
R A
N T
E D
B Y
W A
K
M
IO
, M
IC
H
IG
A N
SCALE: 1/4" = 1'-0"A500
NORTH ELEVATION1
SCALE: 1/4" = 1'-0"A500
EAST ELEVATION2
SCALE: 1/4" = 1'-0"A500
SOUTH ELEVATION3
SCALE: 1/4" = 1'-0"A500
WEST ELEVATION4
N O
S
T A
T U
S
R E
V
IS
IO
N
S D
A T
E
IS
S
U E
D F
O R
B
ID
S
-0 4-
F G
SEE SCHD
S E
E S
C H
D
SEE SCHD
S E
E S
C H
D
S E
E S
C H
D
SEE SCHD
O.H. HM1
S E
E S
C H
D 2"
2" SEE SCHD 2"
W2
5'-0"
2' -8
V E
R
IF
Y
IN
F
IE
LD
4' -8
W1
1' -8
5'
-6
3'-0"
7' -2
ALUM ALUMINUM
ANOD ANODIZED
C.M.U. CONCRETE MASONRY UNIT
CONC CONCRETE
CPT CARPET
C.T. CERAMIC TILE
E.T.R. EXISTING TO REMAIN
EX EXISTING
EXP EXPOSED STRUCTURE
FP STANDARD FACTORY PANEL
F.R.P. FIBERGLASS REINFORCED PANEL
GYP GYPSUM BOARD
H.M. HOLLOW METAL
H.S. HIGH SPEED ROLLING
I.S. INSULATED STEEL DOOR
LVT LUXURY VINYL TILE
M.S. MANUFACTURER'S STANDARD SPEC
O.H. OVERHEAD
P PAINT(ED)
PRE-FIN PRE-FINISHED
Q.T. QUARRY TILE
R.B. RUBBER BASE
STL STEEL
S.A.T. SUSPENDED ACOUSTICAL TILE
S.GYP SUSPENDED GYPSUM BOARD
V VARIES
V.B. VINYL BASE
VCT VINYL COMPOSITION TILE
WD WOOD
P (PAINT)
• (2) FINISH COATS OVER (1) COAT PRIMER
PREVIOUSLY UNPAINTED SURFACES. (2)
FINISH COATS OVER PREVIOUSLY PAINTED
SURFACES. MATCH EXISTING COLORS,
ACCENTS, ETC. MATCH EXISTING FINISH ,
TYPICALLY "FLAT" @ WALLS, COLUMNS AND
PAINTED CEILINGS; "SEMI-GLOSS" @ HOLLOW
METAL DOORS AND FRAMES. PROVIDE
PRODUCTS FROM ONE OF THE FOLLOWING
MANUFACTURERS:
• PRATT & LAMBERT (PL)
• SHERWIN WILLIAMS (SW)
• BENJAMIN MOORE (BM)
• PITTSBURGH PAINTS (PPG)
• GLIDDEN (GL)
• PROVIDE SUITABLE PRODUCT FOR
SUBSTRATE TO BE PAINTED, COMPATIBLE
WITH EXISTING PAINTED FINISHES.
S.A.T. (SUSPENDED ACOUSTICAL TILE)
• "RADAR CLIMA PLUS" 2' X 4' X 5/8" SQ EDGE,
WHITE ACOUSTICAL CEILING PANELS WITH
DONN DX/DXL SUSPENSION SYSTEM, AS
MANUFACTURED BY USG INTERIORS.
(COMPARABLE PRODUCTS BY ARMSTRONG
WORLD INDUSTRIES)
LVT (LUXURY VINYL TILE)
• "STANDARD EXCELON" 12" X 12" X 1/8" VINYL
COMPOSITION TILE, IMPERIAL TEXTURE -
IMPERIAL TEXTURE RAVE - MULTICOLOR AS
MANUFACTURED BY ARMSTRONG WORLD
INDUSTRIES. (COMPARABLE PRODUCTS BY
ARMSTRONG WORLD INDUSTRIES)
V.B. (VINYL BASE)
• 4" X 1/8" THICK VINYL WALL COVE BASE,
COMMERCIAL GRADE, AS MANUFACTURED BY
(ROPPE, JOHNSONITE, OR VPI.)
C.P.T. (CARPET TILE)
• TBD
BUTTS
• STANLEY, LAWRENCE, MCKINNEY, HAGER
DOOR HINGES
• RIXSON "ROTON" BY HAGER, PEMKO
EXIT DEVICES
• CORBIN, VON DUPRIN
LOCKSETS & LATCHES
• CORBIN, SCHLAGE, SARGENT
(COMMERCIAL GRADE, US26D, BRUSHED
SATIN FINISH)
AUTO DOOR CLOSURES
• CORBIN, LCN, RUSSWIN, NORTON
DOOR STOPS
• CORBIN, CHECKMATE, GLYNN JOHNSON,
IVES
PUSH PLATES & PULLS
• CIPCO, BBW, ROCKWOOD
KICK PLATES
• CIPCO, BBW, ROCKWOOD (1/8" ALUM
DIAMOND PLATE - 12" TALL)
THRESHOLDS
• PAMKO/ RIXSON, NGP, DORBIN, HAGER
MAGNETIC DOOR HOLDERS
• YALE, NORTON
COORDINATORS
• IVES
2"
5/8" GYPSUM BOARD EA
SIDE - PAINT
SEALANTSEALANT
HM FRAME (SEE
SCHED) DOOR (SEE SCHED)
SOUND
ATTENUATION
INSUL
5 3/4"
2X4
HM FRAME
DOOR (SEE SCHED)
5/8" GYPSUM BOARD EA
SIDE - PAINT
SEALANT
SOUND
ATTENUATION
INSUL
2"
SEE SCHED
2X4
HM FRAME
DOOR (SEE SCHED)
SEALANT
SEALANT
BATT INSULATION
2"
3/4" T&G PLYWD
SIDING
2 X 6
8 1/8"
HOLLOOW METAL
FRAME
DOOR (SEE SCHED)
5/8" GYPSUM BOARD
SEALANT
BATT INSULATION
2" SEE SCHED
SIDING
3/4" T&G PLYWD
CORRUGATED
METAL SIDING
PRE-FIN MTL TRIM
O.H. DOOR
OPERATOR
STEEL TUBE SEE
STRUCTURAL
STEEL TUBE SEE
STRUCTURAL
CORRUGATED
METAL SIDING
PRE-FIN MTL TRIM
STEEL CHANNEL W/ 1/4"
PLATE (PAINTED)
EXTERIOR HEAD TRIM
METAL FLASHING
CONTINUOUS BACKER
ROD & SEALANT @
ENTIRE PERIMETERSEALANT, BOTH SIDES
(TYPICAL)
1/4" SHIM SPACE
REQUIRED AROUND
OPENING (TYPICAL)
HOLLOW METAL DOOR
ANDD FRAME
1/ 4"
2" S
E E
S C
H E
D U
LE
8" 1 1/2"
CORRUGATED METAL SIDING
MTL FLASHG
SEALANT
SEALANT, BOTH SIDES
(TYPICAL)
HM FRAME
S E
E S
C H
E D
U
LE
2"
8" CFMF CHANNEL
8" CFMF ZEE GIRT
CORRUGATED METAL SIDING
DOOR (SEE SCHED)
FLOOR
EXPANSION MATERIAL
INTERIOR EXTERIOR
SLOPE 1/
2"
EXTERIORINTERIOR
CHANNEL BEYOND
EXPANSION MATERIAL
METAL DOOR PANEL
CORRUGATED
METAL SIDING
PRE-FIN MTL TRIM
O.H. DOOR
OPERATOR
C8x11.5
EXISTING GIRT
CORRUGATED
METAL SIDING
PRE-FIN MTL TRIM
1. EXISTING DOOR AND FRAME TO BE PAINTED
2. EXISTING SALVAGED DOOR AND FRAME RELOCATED
W
IL
L
IA
M A
K
IB
B
E
A S
S O
C
IA
T E
S
IN
C
E N
G
IN
E E
R C
H
IT
E C
U R
V E
Y O
R S
P R
IN
T
E D
SHEET
PROJ #:
DRAWN BY:
DES'D BY:
CHCK'D BY:
1/ 3/
:3
2:
P M
22-0810-0018
S. FISHER
C. TUCKER
J. WHEELER
R O
O M
F
IN
IS
H
, D O
O R
, A N
D W
IN
D
O W
S C
H E
D U
LE
S
S T
A T
E O
F M
IC
H
IG
F
IE
LD
O
F F
IC
E
D E
M O
LI
T
IO
N
R
E N
O V
A T
IO
N
A600
A
LL
R
IG
H T
S R
E S
E R
V E
D . T
H
IS
D O
C U
M E
N T
A N
D D
E S
IG
N
S P
O R
T R
A Y
E D
W
IT
H
IN
A R
E T
H E
P R
O P
E R
T Y
O F
W A
K , N
O M
O D
IF
IC
A T
IO
N
S A
N D
/O R
T R
A N
S F
E R
S O
F W
O R
K A
R E
P E
R M
IT
T
E D
U N
LE
S
S G
R A
N T
E D
B Y
W A
K
M
IO
, M
IC
H
IG
A N
FIELD OFFICE DOOR AND FRAME SCHEDULE
DOOR FRAME DETAILS
HDWR RATING COMMENTSDOOR NO.
SIZE
TYPE MTL FIN TYPE MTL FIN HEAD JAMB SILLW HT THK
1 2'-8" 7'-0" 1 3/4" EX EX EX EX EX EX 01 - 1
2 2'-8" 6'-8" 1 1/2" EX EX EX EX EX EX 02 1
3 2'-8" 7'-0" 1 3/4" EX EX EX EX EX EX 01 - 1
4 3'-0" 7'-0" 1 3/4" EX EX EX EX EX EX 03 - 1
8 3'-0" 7'-0" 1 3/4" F EX EX EX EX EX 04 - 1
9 3'-0" 7'-0" 1 3/4" EX EX EX EX EX EX 05 - 1
10 3'-0" 7'-0" 1 3/4" EX EX EX EX EX EX 05 - 1
11 3'-0" 7'-0" 1 3/4" EX EX EX EX EX EX 05 - 1
12 3'-0" 7'-0" 1 3/4" EX EX EX EX EX EX 05 - 1
14 3'-0" 7'-0" 1 3/4" EX EX EX EX EX EX 01 - 1
101A 3'-0" 7'-0" 1 3/4" G HM P HM1 HM P 1/A600 2/A600 3/A600 10 -
102.1 3'-0" 7'-0" 1 3/4" F HM P HM1 HM P 4/A600 5/A600 06 -
103.1 3'-0" 7'-0" 1 3/4" EX EX P EX EX P 4/A600 5/A600 06 - 1, 2
104.1 3'-0" 7'-0" 1 3/4" F HM P HM1 HM P 4/A600 5/A600 07 -
105.1 3'-0" 7'-0" 1 3/4" EX EX P EX EX P 4/A600 5/A600 06 - 1, 2
DOOR TYPES FRAME TYPES
FIELD OFFICE ROOM FINISH SCHEDULE
ROOM NO. ROOM NAME
FLOOR CEILING WALLS
COMMENTSFINISH BASE MATERIAL FINISH NORTH EAST SOUTH WEST
101 LOBBY LVT RB SAT PRE-FIN P P P P
102 SHOWER…
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