Plans.pdf
PDF 5 MB Posted
- Attached to
- 591/17307. AGY; St Ignace Garage - EIFS Repairs
- Solicitation number
- RFQ-171-200000000246-3
- Issued by
- Livingston County, Sterling Village, Michigan
About this file
This is a construction drawing set from the Michigan Department of Transportation (MDOT) and Department of Technology, Management and Budget for EIFS restoration and painting at the St. Ignace Garage facility located at 500 Ferry Lane in St. Ignace, Michigan. The project involves cleaning, repairing, and painting exterior surfaces including EIFS (Exterior Insulation Finish System), awnings, doors, frames, and other exterior elements. The work must be completed within 45 days after the Notice-to-Proceed is given by the MDOT Project Manager. A mandatory pre-bid site inspection is required. The contractor must notify the project manager and site contact one week prior to starting work.
The contract includes a $500 per day deduction from the original contract amount for work not completed within the 45-day timeframe, though extensions may be granted for material delays. The contractor is responsible for all winter condition costs and must provide a minimum one-year warranty on labor and materials from final acceptance. The scope includes removal and replacement of damaged EIFS sections, sealant replacement at all joints, surface preparation, and painting of multiple exterior elements with colors to be selected by the MDOT Project Manager. The drawings include detailed elevations showing approximate dimensions of ~100' x 162' for the main garage building and ~72' x 178' for an additional storage building.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Prebid Sign-In Sheet.pdf | ||
| Addendum 1.pdf | ||
| DCSpec.pdf | ||
| DTMB-0415.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
ST. IGNACE GARAGE
EIFS RESTORATION AND PAINTING
PROJECT NO. 000622/13
ALL WORK MUST BE 100% COMPLETED WITHIN 45 DAYS AFTER
"NOTICE-TO-PROCEED" IS GIVEN BY THE MDOT PROJECT MANAGER,
OR AN AMOUNT OF $500 PER DAY WILL BE DEDUCTED FROM THE
ORIGINAL CONTRACT AMOUNT UNTIL THE PROJECT IS COMPLETED.
THE CONTRACT TIME MAY BE EXTENDED, AT THE DISCRETION OF
THE MDOT PROJECT MANAGER, SHOULD THE CONTRACTOR
ENCOUNTER MATERIAL DELAYS.
LEGEND
EX = EXISTING
PR = PROPOSED
TYP = TYPICAL
VIF = VERIFY IN FIELD
GRAND
RAPIDS
PROJECT LOCATION
ST. IGNACE GARAGE
500 FERRY LANE
ST. IGNACE, MICHIGAN 49781
MACKINAC COUNTY
TITLE SHEET
DRAWING INDEXSHEET NO.
PHOTO SHEET2
GARAGE 1 ELEVATION SHEET3
GENERAL NOTES:
1. THESE DRAWINGS MUST BE USED IN CONJUNCTION WITH THE WRITTEN OUTLINE
BOOK-FORMAT SPECIFICATIONS PREPARED FOR THIS PROJECT. IF THERE IS ANY CONFLICTING
INFORMATION NOTIFY THE PROJECT MANAGER. THE MORE STRINGENT REQUIREMENT WILL
GOVERN UNLESS DIRECTED OTHERWISE BY THE PROJECT MANAGER. THE CONTRACTOR IS
RESPONSIBLE FOR PRINTING COPIES OF THE CONSTRUCTION DOCUMENTS FROM THE FILES
FOUND AT WWW.BUY4MICHIGAN.COM. NO HARD COPIES WILL BE PROVIDED BY MDOT.
2. CONTRACTOR MUST ATTEND A MANDATORY PRE-BID SITE INSPECTION TO VERIFY AND/OR
ESTABLISH ALL DIMENSIONS, ELEVATIONS, EXISTING CONDITIONS, AND DETERMINE THE EXTENT OF THE WORK INVOLVED. IF THE EXISTING FIELD CONDITIONS DO NOT PERMIT THE INSTALLATION
OF THE WORK IN ACCORDANCE WITH THE PLANS, THE CONTRACTOR MUST NOTIFY THE PROJECT
MANAGER IMMEDIATELY AND PROVIDE INFORMATION OF EXISTING CONDITIONS. BY SUBMITTING
A BID THE CONTRACTOR ACKNOWLEDGES ACCEPTANCE OF ALL SITE CONDITIONS.
3. COMPLY WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS FOR
INSTALLATIONS UNLESS MORE STRINGENT REQUIREMENTS ARE SPECIFIED.
4. THIS PROJECT IS DESIGNED TO BE IN ACCORDANCE WITH ALL APPLICABLE BUILDING CODES
AND THE AMERICANS WITH DISABILITIES ACT STANDARDS FOR ACCESSIBLE DESIGN.
5. IF ANY PRODUCTS HAVE AN EXCESSIVE LEAD TIME THE CONTRACTOR MUST PROVIDE
DOCUMENTATION TO THE PROJECT MANAGER. THE PROJECT MANAGER RESERVES THE RIGHT
TO SELECT DIFFERENT PRODUCTS TO EXPEDITE THE PROJECT SCHEDULE.
6. CONTRACTOR TO SUBMIT ALTERNATE PRODUCTS, WITH ACCEPTABLE SUPPORTING
DOCUMENTS, A MINIMUM OF SEVEN (7) DAYS BEFORE BID IS DUE. SUBMISSIONS AFTER THAT
DATE WILL NOT BE CONSIDERED.
7. THE CONTRACTOR MUST PROVIDE A WRITTEN WARRANTY/GUARANTEE AS SPECIFIED IN THE
GENERAL CONDITIONS COVERING ALL LABOR AND MATERIALS FOR A MINIMUM OF ONE YEAR
FROM FINAL ACCEPTANCE PRIOR TO FINAL PAYMENT.
8. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS INCURRED DUE TO WINTER CONDITIONS.
9. THE CONTRACTOR MUST LEGALLY DISPOSE OF ALL WASTE RELATED TO THE PROJECT.
10. THE CONTRACTOR MUST NOTIFY "MISS DIG" (1-800-482-7171) AT LEAST THREE FULL WORKING DAYS PRIOR TO EACH EXCAVATION IN THE VICINITY OF UTILITY LINES. THIS DOES NOT RELIEVE
THE CONTRACTOR OF THE RESPONSIBILITY OF NOTIFYING UTILITY OWNERS WHO MAY NOT BE
PART OF THE "MISS DIG" SYSTEM.
11. THE CONTRACTOR MUST NOTIFY THE PROJECT MANAGER AND SITE CONTACT ONE WEEK
PRIOR TO THE COMMENCEMENT OF WORK FOR COORDINATION.
3. CLEAN ALL EXTERIOR SURFACES BELOW THE ROOF, INCLUDING SURFACES NOT
MEANT TO RECEIVE PAINT. DO NOT USE EXCESSIVE PRESSURE THAT MAY DAMAGE ANY
SURFACE. DO NOT FORCE WATER INTO ANY JOINTS OR CRACKS. NORTH WALLS TO BE
CLEAN WITH PRODUCT SPECIFICALLY DESIGNED TO REMOVE ALGAE AND MILDEW.
CLEANING METHODS AND PRODUCTS TO BE IN ACCORDANCE WITH AN EIFS
MANUFACTURERS GUIDELINES, SUCH AS DRYVIT DES152 CLEANING AND RECOATING OR
PAREX COMMERCIAL MAINTENANCE AND REPAIR GUIDE, AS APPROVED BY THE MDOT
PROJECT MANAGER. CLEAN METALS SURFACES WITH WIRE WHEEL BRUSH OR HAND
BRUSH SO THAT THEY ARE FREE OF RUST. NO PAINTING TO BE COMPLETED UNTIL THE
MDOT PROJECT MANAGER APPROVES SURFACE PREPARATION.
4. CONTRACTOR TO REMOVE BOTTOM OF EIFS TO APPROXIMATELY 6" ABOVE EXISTING
GRADE AND REPAIR ALL VISIBLY DAMAGED AREAS OF EIFS. REPAIR EIFS PER PLANS
AND SPECIFICATIONS. REPAIRS TO BE COMPLETED IN ACCORDANCE WITH AN EIFS
MANUFACTURERS GUIDELINES FOR MAINTENANCE SUCH AS DRYVIT OR PAREX, AS
APPROVED BY MDOT PROJECT MANAGER. REMOVE AND REPLACE EIFS FINISH, BASE
COAT, REINFORCING MASH, AND INSULATION BOARD AS REQUIRED BY THE MDOT
PROJECT MANAGER. INCLUDE REMOVAL AND REPLACEMENT DOWN TO SUBSTRATE
WHERE APPRORIATE. NO PAINTING IS TO BE COMPLETED UNTIL MDOT PROJECT
MANAGER APPROVES THE EIFS REPAIRS. ANY ASSOCIATED WORK IS TO BE INCLUDED
BY THE CONTRACTOR AS INCIDENTAL IN THE BID PRICE (CHANNEL REPLACEMENT, ETC.).
5. REMOVE AND REPLACE SEALANT FOR ALL JOINTS (EXPANSION, CONTROL, CORNER,
VERTICAL, HORIZONTAL, OVERHEAD DOORS, ETC.) IN EIFS AND WHERE EIFS MEETS A
DIFFERENT SUBSTRATE IN ACCORDANCE WITH AN EIFS MANUFACTURERS GUIDELINES
SUCH AS DRYVIT OR PAREX, AS APPROVED BY MDOT PROJECT MANAGER. TAKE CARE
NOT TO DAMAGE ANY EXISTING CHANNELS OR SUBSTRATES. INSTALL NEW BACKER
ROD WHERE NEEDED. ASSUME A SEALANT WIDTH AND DEPTH OF 3/4" WITH CLOSED
CELL BACKER ROD FOR THE ADDITIONAL UNIT PRICE WORK.
6. PAINT ALL SURFACES INCLUDING, BUT NOT LIMITED TO: ALL EIFS, AWNINGS,
SUPPORT POSTS FOR AWNING, MAN DOORS AND FRAMES (INTERIOR AND EXTERIOR),
FRAMES FOR OVERHEAD DOORS, CHIMNEY, BOLLARDS, UTILITY BOXES, FASCIA ALONG
ROOF. COLOR FOR SURFACES TO BE CHOSEN BY THE MDOT PROJECT MANAGER FROM
PAINT SAMPLES SUBMITTED BY THE CONTRACTOR OF MANUFACTURERS STANDARD
COLORS. ALL EIFS AND WINDOW SILLS TO BE PAINTED ONE COLOR. AWNING, DOORS,
AND FRAMES WILL BE A SEPARATE COLOR. BOLLARDS TO BE PAINTED SAFETY
YELLOW. CONTRACTOR IS RESPONSIBLE FOR SELECTING PAINT THAT WILL FULLY
COVER ANY EXISTING COLORS. DIFFERENT COATS OF PAINT ARE TO BE OF SLIGHTLY
DIFFERENT SHAD TO FACILITATE INSPECTION.
7. CONTRACTOR TO REMOVE DOWNSPOUTS TO PAINT UNDERNEATH. REATTACH
DOWNSPOUTS PER EIFS MANUFACTURERS STANDARD DETAILS SUCH AS DRYVIT OR
PAREX, AS APPROVED BY MDOT PROJECT MANAGER. INCLUDE PIPE SLEEVE SET IN
SEALANT TO CREATE WATERTIGHT PENTRATION. CONTRACTOR TO PROTECT ALL
SURFACES AND ITEMS THAT ARE NOT TO RECEIVE PAINT. CONTRACTOR TO PROTECT
AGAINST OVERSPRAY. CONTRACTOR WILL BE LIABLE FOR ANY DAMAGE DONE BY
PAINTING OPERATION.
8. THE CONTRACTOR SHALL NOTIFY MR. DOUG NOBLE, MDOT SITE CONTACT PERSON,
AT LEAST ONE WEEK PRIOR TO THE COMMENCEMENT OF WORK TO COORDINATE
PARKING AND MOVING OF EQUIPMENT AND VEHICLES FROM THE WORK AREA(S). WATER
WILL BE AVAILABLE ON SITE. MR. NOBLE MAY BE REACHED AT (906) 643-8700 (OFFICE),
BETWEEN THE HOURS OF 6:00 AM TO 4:30 PM, MONDAY THROUGH THURSDAY; EXPECT
HOLIDAYS.
9. REPAIR AND RE-NAIL/SCREW ANY LOOSE WOOD SIDING, TRIM AND DOOR PANEL
BOARDS ON SALT STORAGE BUILDING. INCLUDE UNIT PRICE FOR THE REPLACEMENT OF
DETERIORATED SIDING PANELS IN THE BASE BID. PREPARE AND PAINT ALL WOOD
SIDING AND ASSOCIATED ITEMS (TRIM, FASCIA, SOFFIT, OVERHANDS, SLIDING DOORS,
ETC.). PREPARE AND PAINT ALL MISCELLANEOUS ITEMS SUCH AS BOLLARDS, CORNER
GUARDS, AND TRACKS.
10. REFASTEN OR REPLACE ANY LOOSE OR DAMAGED SALT STORAGE BUILDING DOOR
HARDWARE. NEW HARDWARE TO BE HOT DIPPED GALVANIZED. FULLY LUBRICATE SALT
STORAGE BUILDING DOOR TRACKS.
ST. IGNACE GARAGE
LANSING
KALAMAZOO
JACKSON
DETROIT
FLINT
SAGINAW
CLARE
ALPENA
GAYLORD
CADILLAC
TOIVOLA
IRONWOOD
MARQUETTE
ESCANABA
SAULT STE. MARIE
ST. IGNACE
NORTH
GARAGE 2 ELEVATION AND WINDOW DETAIL SHEET4
SALT STORAGE BUILDING 2 PAINT ELEVATION SHEET5
PROJECT SPECIFIC NOTES:
1. THE WORK UNDER THIS CONTRACT SHALL INCLUDE THE FURNISHING OF ALL LABOR,
MATERIAL, EQUIPMENT, AND RELATED SERVICES TO COMPLETE THE REMOVAL AND
REPLACEMENT OF ALL EXISTING EXTERIOR INSULATION AND FINISHING SYSTEM (EIFS)
AND PAINTING AT THE MDOT ST. IGNACE GARAGE PER PLANS AND SPECIFICATIONS.
2. PLANS ARE NOT TO SCALE. FIELD VERIFY ALL INFORMATION.
SHEET NO.
D T
M B
F
IL
E N
O
D A
T E
R E
V
IS
IO
N
S
M D
O T
A P
P R
O V
A L
P R
E L
IM
C O
N S
T
F
IN
A L R
E C
D R
C H
K 'D
A P
P R
A P
P R
O V
E D
B Y
A P
P R
O V
E D
B Y
R E
C O
M M
E N
D E
D F
O R
A P
P R
O V
A L B
Y
D A
T E
D A
T E
D A
T E
/0
/1
N J S
/1
.A
G Y
TITLE SHEET
S T
IG
N A
C E
G A
R A
G E
E
IF
S R
E S
T O
R A
T
IO
N A
N D
P A
IN
T
D E
P A
R T
M E
N T O
F
T E
C H
N O
L O
G Y
M A
N A
G E
M E
N T A
N D
B U
D G
E T
F A
C
IL
IT
IE
S A
N D
B U
S
IN
E S
S
S E
R V
IC
E
S A
D M
IN
IS
T R
A T
IO
N
GAR1 SOUTHWEST CORNER
GAR2 SOUTHWEST CORNER
WINDOW SILL (TYPICAL)
GAR1 EAST WALL (BETWEEN OVERHEAD DOOR AND MAN DOOR) GAR1 SOUTHEAST CORNER
EIFS JOINT(S) (TYPICAL)GAR1 NORTHWEST CORNER
NOTE: PHOTOS SHOW THE EXISTING BUILDING CONDITIONS AS OF JANUARY 2017.
GAR2 SOUTHEAST CORNER GAR2 NORTHEAST CORNER
SHEET NO.
D T
M B
F
IL
E N
O
D A
T E
R E
V
IS
IO
N
S
M D
O T
A P
P R
O V
A L
P R
E L
IM
C O
N S
T
F
IN
A L R
E C
D R
C H
K 'D
A P
P R
A P
P R
O V
E D
B Y
A P
P R
O V
E D
B Y
R E
C O
M M
E N
D E
D F
O R
A P
P R
O V
A L B
Y
D A
T E
D A
T E
D A
T E
/0
/1
N J S
/1
.A
G Y
PHOTO SHEET
S T
IG
N A
C E
G A
R A
G E
E
IF
S R
E S
T O
R A
T
IO
N A
N D
P A
IN
T
D E
P A
R T
M E
N T O
F
T E
C H
N O
L O
G Y
M A
N A
G E
M E
N T A
N D
B U
D G
E T
F A
C
IL
IT
IE
S A
N D
B U
S
IN
E S
S
S E
R V
IC
E
S A
D M
IN
IS
T R
A T
WEST ELEVATION
NOT TO SCALE
EAST ELEVATION
NOT TO SCALE
SOUTH ELEVATION
NOT TO SCALE
NORTH ELEVATION
NOT TO SCALE
~81'
~16'
~100'
~16'
~162'
~58'
CLEAN, REPAIR, REPLACE SEALANT,
AND PAINT ALL SURFACES PER
NOTES AND SPECIFICATIONS
CLEAN, REPAIR, REPLACE SEALANT,
AND PAINT ALL SURFACES PER
NOTES AND SPECIFICATIONS
SHEET NO.
D T
M B
F
IL
E N
O
D A
T E
R E
V
IS
IO
N
S
M D
O T
A P
P R
O V
A L
P R
E L
IM
C O
N S
T
F
IN
A L R
E C
D R
C H
K 'D
A P
P R
A P
P R
O V
E D
B Y
A P
P R
O V
E D
B Y
R E
C O
M M
E N
D E
D F
O R
A P
P R
O V
A L B
Y
D A
T E
D A
T E
D A
T E
/0
/1
N J S
/1
.A
G Y
GAR1 ELEV.
SHEET
S T
IG
N A
C E
G A
R A
G E
E
IF
S R
E S
T O
R A
T
IO
N A
N D
P A
IN
T
D E
P A
R T
M E
N T O
F
T E
C H
N O
L O
G Y
M A
N A
G E
M E
N T A
N D
B U
D G
E T
F A
C
IL
IT
IE
S A
N D
B U
S
IN
E S
S
S E
R V
IC
E
S A
D M
IN
IS
T R
A T
WEST ELEVATION
EAST ELEVATION
NOT TO SCALE
NORTH ELEVATION
NOT TO SCALE
SOUTH ELEVATION
NOT TO SCALE
~124'
~61'
ALUMINUM WINDOW DETAIL
NOT TO SCALE
WOOD/CLAD WINDOW DETAIL
NOT TO SCALE
SILL
2" THICK MECH. APPLIED EXTERIOR
INSULATED FINISH SYSTEM
HEAD (JAMB SIMILAR)
CONCRETE BLOCK
2" THICK MECH. APPLIED EXTERIOR
INSULATED FINISH SYSTEM
2" THICK MECH. APPLIED EXTERIOR
INSULATED FINISH SYSTEM
2" THICK MECH. APPLIED EXTERIOR
INSULATED FINISH SYSTEM
CONCRETE BLOCK
HEAD (JAMB SIMILAR)
SILL
~15'
CLEAN, REPAIR, REPLACE SEALANT,
AND PAINT ALL SURFACES PER
NOTES AND SPECIFICATIONS
SHEET NO.
D T
M B
F
IL
E N
O
D A
T E
R E
V
IS
IO
N
S
M D
O T
A P
P R
O V
A L
P R
E L
IM
C O
N S
T
F
IN
A L R
E C
D R
C H
K 'D
A P
P R
A P
P R
O V
E D
B Y
A P
P R
O V
E D
B Y
R E
C O
M M
E N
D E
D F
O R
A P
P R
O V
A L B
Y
D A
T E
D A
T E
D A
T E
/0
/1
N J S
/1
.A
G Y
GAR2 ELEV. /
WINDOW SHEET
S T
IG
N A
C E
G A
R A
G E
E
IF
S R
E S
T O
R A
T
IO
N A
N D
P A
IN
T
D E
P A
R T
M E
N T O
F
T E
C H
N O
L O
G Y
M A
N A
G E
M E
N T A
N D
B U
D G
E T
F A
C
IL
IT
IE
S A
N D
B U
S
IN
E S
S
S E
R V
IC
E
S A
D M
IN
IS
T R
A T
SIDE ELEVATION
~178'
REAR ELEVATION
NOT TO SCALE
~72'
FRONT ELEVATION
NOT TO SCALE
~72'
~10'
5/8" PLYWOOD
SIDING
1" X 4" TRIM BOARD
AT EACH CORNER
5/8" PLYWOOD
SIDING
5/8" PLYWOOD
SIDING
1" X 4" TRIM BOARD
AT EACH CORNER
1" X 4" TRIM BOARD
AT EACH CORNER
SHEET NO.
D T
M B
F
IL
E N
O
D A
T E
R E
V
IS
IO
N
S
M D
O T
A P
P R
O V
A L
P R
E L
IM
C O
N S
T
F
IN
A L R
E C
D R
C H
K 'D
A P
P R
A P
P R
O V
E D
B Y
A P
P R
O V
E D
B Y
R E
C O
M M
E N
D E
D F
O R
A P
P R
O V
A L B
Y
D A
T E
D A
T E
D A
T E
/0
/1
N J S
/1
.A G
Y
SSB2 PAINT
DETAILS
S T
IG
N A
C E
G A
R A
G E
E
IF
S R
E S
T O
R A
T
IO
N A
N D
P A
IN
T
D E
P A
R T M
E N
T O
F
T E
C H
N O
L O
G Y
M A
N A
G E
M E
N T A
N D
B U
D G
E T
F A
C
IL
IT
IE
S A
N D
B U
S
IN
E S
S
S E
R V
IC
E
S A
D M
IN
IS
T R
A T
File details come from the government source that posted it. Updated .