25529_ACRTC Bldg 125-Collins Center-Repair Roof-100 Pct-Dwg Binder 26.4.20-IFB.pdf
PDF 2 MB Posted
- Solicitation number
- RFQ 171 260000000251 1
- Issued by
- Allegan County, Michigan
About this file
This is a construction drawing document prepared by the State of Michigan's Department of Military and Veterans Affairs for a roof repair project at Building 125 (Collins Center) located at Alpena CRTC in Alpena, Michigan. The project involves comprehensive roof replacement and related structural repairs covering approximately 8,773 square feet of existing roof area. The scope of work includes complete removal of all existing metal roofing, flashing, fascia, rakes, soffit, and ridge/hip/valley trims, with existing roof insulation and underlayment to remain. The project includes replacement of gable end wall louvers and flashing, installation of a standing seam metal roof system with high-temperature underlayment, replacement of metal trim and fascia at the drive-through canopy (Bid Alternate #1), and reinstallation of existing interior mechanical plenums. The drawings specify the installation of new Greenheck Model ESD-603 outside air louvers with a total capacity of 7,560 CFM per side and include three allowances: Allowance #1 for replacement of up to 20 percent (1,800 square feet) of existing roof insulation, Allowance #2 for replacement of up to 10 percent (900 square feet) of metal deck repairs, and Allowance #3 for a $10,000 provision for replacement of deteriorated gable end wood wall sheathing.
The drawings, prepared by Sidock Group, Inc., provide detailed demolition and construction plans including roof plans, elevations, and sectional details at various scales. The contract requires contractors to call Mr. Kendziorski at least 72 hours (three working days) before beginning work for utility location purposes. All new roofing, miscellaneous flashing, metal trim, and related components must match existing dimensions, design, and color. The contractor must field-verify all existing conditions and dimensions prior to undertaking work and investigate and document any areas of water damage or deteriorated construction for architect or engineer review. The document emphasizes that materials are the exclusive property of Sidock Group, Inc., and cannot be reproduced, copied, or used without prior written consent, with a copyright date of 2025.
View the file
Other files
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
DEMOLITION WALL LEGEND:
EXISTING WALL AND/OR
CONSTRUCTION TO REMAIN
**NOTE: WALL LEGEND SHOWN FOR GRAPHICAL REFERENCE ONLY.
REFER TO WALL TYPES AND SECTIONS FOR ADDITIONAL DETAILS
AND INFORMATION.
REMOVE EXISTING
CONSTRUCTION
A D
-1
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. 2025
FOR SITE OWNED UTILITIES
ST
AT
E O
F M
IC
H
IG
AN
D
ES
IG
N
A N
D C
O N
ST
R
U C
TI
O
N D
IV
IS
IO
N
TD
VG
1/
5.
JL
M
4/
/2
TM SM TM TM
D
EP
AR
TM
EN
T
O F
M
IL
IT
AR
Y
AN
D V
ET
ER
AN
A
FF
AI
R S
R
EP
AI
R
R O
O F
- B
LD
G
C O
LL
IN
S C
EN
TE
R
AL
PE
N
A C
.R .T
.C
A
LP
EN
A, M
IC
H
IG
AN
NOTE:
DASH LINE/AREA INDICATES
WORK AREA - SCOPE OF WORK
TO BE COMPLETE REMOVAL OF
ALL EXISTING METAL ROOFING,
FLASHING, FASCIA, RAKES,
SOFFIT, RIDGE/HIP/VALLEY
TRIMS, ETC.. EXISTING ROOF
INSULATION & UNDERLAYMENT
TO REMAIN
EXISTING CONSTRUCTION TO
REMAIN, TYP. U.N.O.
EXISTING SKYLIGHT
CANOPY TO REMAIN
OUTLINE OF WALL
CONSTRUCTION BELOW, TYP.
SCALE:
N
AD-109
1 ROOF PLAN - DEMOLITION
1/8"=1'-0"
R O
O F
P
LA
N
D E
M O
LI
TI
O N
REMOVE EX. GABLE END
WALL LOUVER & FLASHING.
REMOVE AND RETAIN EX.
INT. MECH PLENUM FOR
REINSTALLATION AT
COMPLETION OF LOUVER
REPLACEMENT.
BID ALTERNATE #1: REMOVE AND REPLACE
EXISTING METAL TRIM AND FASCIA
FLASHING AT DRIVE THROUGH CANOPY.
REMOVE EX. GABLE END
WALL LOUVER & FLASHING.
REMOVE AND RETAIN EX.
INT. MECH PLENUM FOR
REINSTALLATION AT
COMPLETION OF LOUVER
REPLACEMENT.
AutoCAD SHX Text
TUEBOR
AutoCAD SHX Text U
AutoCAD SHX Text S
AutoCAD SHX Text Q
AutoCAD SHX Text U
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text U
AutoCAD SHX Text P
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text R
AutoCAD SHX Text C
AutoCAD SHX Text S
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text M
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text
KAB
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text U
AutoCAD SHX Text P
AutoCAD SHX Text L
AutoCAD SHX Text S
AutoCAD SHX Text B
AutoCAD SHX Text U
AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text I
AutoCAD SHX Text M
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text C
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text U
AutoCAD SHX Text U
AutoCAD SHX Text N
AutoCAD SHX Text
PRELIMINARY
AutoCAD SHX Text
CONSTRUCTION
AutoCAD SHX Text
FINAL RECORD
AutoCAD SHX Text
DATE
AutoCAD SHX Text
ISSUED FOR
AutoCAD SHX Text
FILE NO./INDEX CODE:
AutoCAD SHX Text
PROJECT NO:
AutoCAD SHX Text
IDENTIFICATION NO.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
SHEET TITLE:
AutoCAD SHX Text C
AutoCAD SHX Text
UTILITIES
AutoCAD SHX Text
(989) 657-3026
AutoCAD SHX Text
72 HOURS
AutoCAD SHX Text
(3 WORKING DAYS)
AutoCAD SHX Text
CALL MR. KENDZIORSKI
AutoCAD SHX Text
BEFORE YOU DIG
AutoCAD SHX Text C.G.
AutoCAD SHX Text
FACILITIES MANAGEMENT
AutoCAD SHX Text
ALPENA CRTC ENGINEERING
AutoCAD SHX Text
DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
AutoCAD SHX Text
FACILITIES AND BUSINESS SERVICES ADMINISTRATION
AutoCAD SHX Text
ADAM P. LACH, RA, DIRECTOR
DEMOLITION WALL LEGEND:
EXISTING WALL AND/OR
CONSTRUCTION TO REMAIN
**NOTE: WALL LEGEND SHOWN FOR GRAPHICAL REFERENCE ONLY.
REFER TO WALL TYPES AND SECTIONS FOR ADDITIONAL DETAILS
AND INFORMATION.
REMOVE EXISTING
CONSTRUCTION
A D
-2
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. 2025
FOR SITE OWNED UTILITIES
ST
AT
E O
F M
IC
H
IG
AN
D
ES
IG
N
A N
D C
O N
ST
R
U C
TI
O
N D
IV
IS
IO
N
TD
VG
1/
5.
JL
M
4/
/2
TM SM TM TM
D
EP
AR
TM
EN
T
O F
M
IL
IT
AR
Y
AN
D V
ET
ER
AN
A
FF
AI
R S
R
EP
AI
R
R O
O F
- B
LD
G
C O
LL
IN
S C
EN
TE
R
AL
PE
N
A C
.R .T
.C
A
LP
EN
A, M
IC
H
IG
AN
E
LE
VA
TI
O N
S
D E
M O
LI
TI
O N
SCALE:AD-201
1 WEST ELEVATION - DEMOLITION
1/8"=1'-0"
SCALE:AD-201
2 NORTH ELEVATION - DEMOLITION
1/8"=1'-0"
SCALE:AD-201
3 SOUTH ELEVATION - DEMOLITION
1/8"=1'-0"
REMOVE & REPLACE
EXISTING LOUVERS &
FLASHING
EXISTING LOUVERS
TO REMAIN, U.N.O.
EXISTING LOUVERS TO
REMAIN, U.N.O.
EXISTING LOUVERS TO
REMAIN, U.N.O.
NOTE:
DASH LINE/AREA INDICATES
WORK AREA - SCOPE OF WORK
TO BE COMPLETE REMOVAL OF
ALL EXISTING METAL ROOFING,
FLASHING, FASCIA, RAKES,
SOFFIT, RIDGE/HIP/VALLEY
TRIMS, ETC.. EXISTING ROOF
INSULATION & UNDERLAYMENT
TO REMAIN
EXISTING CONSTRUCTION
TO REMAIN, TYP. U.N.O.
EXISTING SKYLIGHT
CANOPY TO REMAIN
EXISTING SKYLIGHT
CANOPY TO REMAIN
NOTE:
DASH LINE/AREA INDICATES
WORK AREA - SCOPE OF WORK
TO BE COMPLETE REMOVAL OF
ALL EXISTING METAL ROOFING,
FLASHING, FASCIA, RAKES,
SOFFIT, RIDGE/HIP/VALLEY
TRIMS, ETC.. EXISTING ROOF
INSULATION & UNDERLAYMENT
TO REMAIN
EXISTING CONSTRUCTION
TO REMAIN, TYP. U.N.O.
EXISTING CONSTRUCTION
TO REMAIN, TYP. U.N.O.
REMOVE & REPLACE
EXISTING LOUVERS &
FLASHING
EXISTING LOUVERS TO
REMAIN, U.N.O.
BID ALTERNATE #1: REMOVE AND REPLACE
EXISTING METAL TRIM AND FASCIA
FLASHING AT DRIVE THROUGH CANOPY.
BID ALTERNATE #1: REMOVE AND REPLACE
EXISTING METAL TRIM AND FASCIA
FLASHING AT DRIVE THROUGH CANOPY.
BID ALTERNATE #1: REMOVE AND REPLACE
EXISTING METAL TRIM AND FASCIA
FLASHING AT DRIVE THROUGH CANOPY.
NOTE:
DASH LINE/AREA INDICATES
WORK AREA - SCOPE OF WORK
TO BE COMPLETE REMOVAL OF
ALL EXISTING METAL ROOFING,
FLASHING, FASCIA, RAKES,
SOFFIT, RIDGE/HIP/VALLEY
TRIMS, ETC.. EXISTING ROOF
INSULATION & UNDERLAYMENT
TO REMAIN
AutoCAD SHX Text
TUEBOR
AutoCAD SHX Text U
AutoCAD SHX Text S
AutoCAD SHX Text Q
AutoCAD SHX Text U
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text U
AutoCAD SHX Text P
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text R
AutoCAD SHX Text C
AutoCAD SHX Text S
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text M
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text
KAB
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text U
AutoCAD SHX Text P
AutoCAD SHX Text L
AutoCAD SHX Text S
AutoCAD SHX Text B
AutoCAD SHX Text U
AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text I
AutoCAD SHX Text M
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text C
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text U
AutoCAD SHX Text U
AutoCAD SHX Text N
AutoCAD SHX Text
PRELIMINARY
AutoCAD SHX Text
CONSTRUCTION
AutoCAD SHX Text
FINAL RECORD
AutoCAD SHX Text
DATE
AutoCAD SHX Text
ISSUED FOR
AutoCAD SHX Text
FILE NO./INDEX CODE:
AutoCAD SHX Text
PROJECT NO:
AutoCAD SHX Text
IDENTIFICATION NO.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
SHEET TITLE:
AutoCAD SHX Text C
AutoCAD SHX Text
UTILITIES
AutoCAD SHX Text
(989) 657-3026
AutoCAD SHX Text
72 HOURS
AutoCAD SHX Text
(3 WORKING DAYS)
AutoCAD SHX Text
CALL MR. KENDZIORSKI
AutoCAD SHX Text
BEFORE YOU DIG
AutoCAD SHX Text C.G.
AutoCAD SHX Text
FACILITIES MANAGEMENT
AutoCAD SHX Text
ALPENA CRTC ENGINEERING
AutoCAD SHX Text
DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
AutoCAD SHX Text
FACILITIES AND BUSINESS SERVICES ADMINISTRATION
A -1
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. 2025
FOR SITE OWNED UTILITIES
ST
AT
E O
F M
IC
H
IG
AN
D
ES
IG
N
A N
D C
O N
ST
R
U C
TI
O
N D
IV
IS
IO
N
TD
VG
1/
5.
JL
M
4/
/2
TM SM TM TM
D
EP
AR
TM
EN
T
O F
M
IL
IT
AR
Y
AN
D V
ET
ER
AN
A
FF
AI
R S
R
EP
AI
R
R O
O F
- B
LD
G
C O
LL
IN
S C
EN
TE
R
AL
PE
N
A C
.R .T
.C
A
LP
EN
A, M
IC
H
IG
AN
SCALE:
N
A-109
1 ROOF PLAN
1/8"=1'-0"
R O
O F
P
LA
N
P R
O P
O S
E D
NEW GABLE END WALL LOUVER W/
FLASHING. REINSTALL EX. INT. MECH.
PLENUM PER SMACNA HVAC DUCT
CONSTRUCTION STANDARDS FOR
WEATHERTIGHT CONSTRUCTION.
SEAL ALL JOINTS, GAPS, AND
TRANSITIONS W/ APPROVED
METHODS, TO PREVENT WATER
INTRUSION INTO BUILDING.
STANDING SEAM METAL ROOF SYSTEM
ON HIGH TEMP UNDERLAYMENT ON EX.
ROOF UNDERLAYMENT & INSULATION.
INVESTIGATE & DOCUMENT ANY AREAS
OF WATER DAMAGE/DETERIORATED
CONSTRUCTION FOR A.O.R/E.O.R.
REVIEW.
BID ALTERNATE #1: REMOVE AND REPLACE
EXISTING METAL TRIM AND FASCIA
FLASHING AT DRIVE THROUGH CANOPY.
REPLACE ALL EXISTING METAL
ROOFING, FLASHING, FASCIA,
RAKES, SOFFIT, RIDGE/HIP/VALLEY
TRIMS, ETC. IN WORK AREA, TYP.
APPROX. 8,773 S.F., V.I.F.
ALLOWANCE #1= PROVIDE ALLOWANCE
FOR 20% (1,800 S.F.) OF EX. ROOF AREA
FOR REPLACEMENT OF EXISTING ROOF
INSULATION, PATCH & REPAIR
DAMAGED/ DETERIORATED AREAS TO
MATCH EX.
ALLOWANCE #2= PROVIDE ALLOWANCE
FOR 10% (900 S.F.) OF EX. ROOF AREA
FOR METAL DECK, PATCH & REPAIR
DAMAGED/ DETERIORATED AREAS TO
MATCH EX.
VALLEY
A321
RIDGE (VENTED)
A321
HIP/RIDGE
(UNVENTED)A321
RIDGE (VENTED)
A321
HIP/RIDGE
(UNVENTED)A321
EX. CONST. TO REMAIN,
U.N.O.
BUILDING OUTLINE
(BELOW)
RAKE
A321
EAVE
A321
HEADWALL
(BELOW)A321
HEADWALL
(BELOW)A321
RAKE
A321
NEW ROOF
UNDERLAYMENT TO LAP
OVER ONTO EX. ROOF
UNDERLAYMENT 12" MIN.
EX. METAL ROOFING TO BE
MODIFIED/ADJUSTED TO
ALLOW NEW METAL
ROOFING TO TIE-IN, V.I.F.
SNOW AND ICE RETENTION
SYS. ON EX. ROOF, VERIFY
EXACT PLACEMENT AND
LAYOUT WITH MANUF.
DURING SHOP DRAWING
SUBMITTAL, TYP.
5'-0"
TERMINATE SNOW AND ICE
RETENTION A MIN. OF 1'-0"
BEYOND JAMB OF DOOR
BELOW AT THIS LOCATION 5'-0"
TERMINATE SNOW AND ICE
RETENTION A MIN. OF 1'-0"
BEYOND JAMB OF DOOR
BELOW AT THIS LOCATION
SNOW AND ICE RETENTION
SYS. ON EX. ROOF, VERIFY
EXACT PLACEMENT AND
LAYOUT WITH MANUF.
DURING SHOP DRAWING
SUBMITTAL, TYP.
5'-0" 5'-0"
A321
NEW GABLE END WALL LOUVER W/
FLASHING. REINSTALL EX. INT. MECH.
PLENUM PER SMACNA HVAC DUCT
CONSTRUCTION STANDARDS FOR
WEATHERTIGHT CONSTRUCTION.
SEAL ALL JOINTS, GAPS, AND
TRANSITIONS W/ APPROVED
METHODS, TO PREVENT WATER
INTRUSION INTO BUILDING.
A321
SCALE:A-109
2 GABLE LOUVER SILL SECTION
3"=1'-0"SCALE:A-109
4 GABLE LOUVER HEAD SECTION
3"=1'-0" SCALE:A-109
3 GABLE LOUVER JAMB SECTION
3"=1'-0"
REMOVE AND REPLACE EX. MECHANICAL
LOUVER AND SILL FLASHING- INSTALL LOUVER
PER MANUF. INSTRUCTIONS, PROVIDE WEEPS
AT BOTTOM TO ALLOW WATER TO ESCAPE
REMOVE AND REPLACE EX. CONCEALED METAL
FLASHING - EXTEND MIN. 12" UP BEHIND SIDING
REMOVE AND RETAIN EX. METAL SIDING AND TRIM AT
LOUVER PERIMETER FOR REINSTALLATION. REMOVE
AND REPLACE EX. 12" PLYWOOD (IF ROTTED OR
DETERIORATED PER ALLOWANCE #3), ON EX. 6" METAL
STUDS- REINSTALL METAL SIDING/MODIFY AS
NECESSARY, PER ROOF AND SIDING MANUF.
INSTALLATION INSTRUCTION.
EX. CONST. TYP.
PATCH AND REPAIR EX. CONST.
AT LOUVER REPLACEMENT @
ENTIRE PERIMETER
REMOVE AND REPLACE EX.
VENTED STEEL SOFFIT (NON-VENTED
STEEL SOFFIT @ RAKE)
PREFINISHED COMBINATION METAL SILL
PAN FLASHING/WALL SLEEVE W/ 4" END
DAMS - EX. DUCT PLENUM TO FIT INSIDE
SLEEVE.
FULLY WRAP ENTIRE LOUVER ROUGH OPENING AND
ALL PLYWOOD BACKER WITH HIGH TEMP ROOFING
UNDERLAYMENT, EXTEND UP OVER ROUGH FRAMING
SILL, LAP OVER METAL WALL FLASHING
MECHANICALLY FASTEN SILL PAN
FLASHING/WALL SLEEVE AND EX.
DUCT PLENUM TO ROUGH FRAMING-
NO EXPOSED FASTENERS @ EXT.,
SEAL ALL FASTENER HEADS- SET
SLEEVE AND EX. DUCT PLENUM IN
FULL BED OF SEALANT SO ENTIRE
TRANSITION IS WEATHERTIGHT.
EX. DUCT PLENUM
EX. DRAIN LINE, MODIFY TO SIT 1
16"
BELOW SURFACE OF DUCT, SEAL
PENETRATION WEATHERTIGHT.
CONT. SEALANT AT JAMBS AND HEAD
OF LOUVER (NOT AT SILL) PER MANUF.
INSTALLATION AND SMACNA.
2" M
IN
PITCH
REFER TO 3/A-321 FOR ADDITIONAL INFORMATIONREFER TO 3/A-321 FOR ADDITIONAL INFORMATIONREFER TO 3/A-321 FOR ADDITIONAL INFORMATION
MATCH
EX.
V.I.F.
CUT AND REMOVE EX. DUCT
PLENUM RAISED FLANGE
HEMMED DRIP @ SILL PAN FLASHING
SILL PAN END DAMS (BEYOND), EA. SIDE
PREFINISHED WALL SLEEVE, LAP OVER SILL PAN
END DAMS, SET IN FULL BED OF SEALANT - EX.
DUCT PLENUM TO FIT INSIDE SLEEVE.
REMOVE AND REPLACE EX. MECHANICAL
LOUVER AND SILL FLASHING- INSTALL LOUVER
PER MANUF. INSTRUCTIONS, PROVIDE WEEPS
AT BOTTOM TO ALLOW WATER TO ESCAPE
REMOVE AND RETAIN EX. METAL SIDING AND TRIM AT
LOUVER PERIMETER FOR REINSTALLATION. REMOVE
AND REPLACE EX. 12" PLYWOOD (IF ROTTED OR
DETERIORATED PER ALLOWANCE #3), ON EX. 6" METAL
STUDS- REINSTALL METAL SIDING/MODIFY AS
NECESSARY, PER ROOF AND SIDING MANUF.
INSTALLATION INSTRUCTION.
FULLY WRAP ENTIRE LOUVER ROUGH OPENING AND
ALL PLYWOOD BACKER WITH HIGH TEMP ROOFING
UNDERLAYMENT, EXTEND UP OVER ROUGH FRAMING
SILL
PREFINISHED WALL SLEEVE, LAP OVER SILL PAN
END DAMS, SET IN FULL BED OF SEALANT - EX.
DUCT PLENUM TO FIT INSIDE SLEEVE.
METAL SIDING TRIM
SILL PAN W/ DRIP (BELOW)
EX. CONST. TYP.
PATCH AND REPAIR EX. CONST.
AT LOUVER REPLACEMENT @
ENTIRE PERIMETER
MECHANICALLY FASTEN SILL PAN
FLASHING/WALL SLEEVE AND EX.
DUCT PLENUM TO ROUGH FRAMING-
NO EXPOSED FASTENERS @ EXT.,
SEAL ALL FASTENER HEADS- SET
SLEEVE AND EX. DUCT PLENUM IN
FULL BED OF SEALANT SO ENTIRE
TRANSITION IS WEATHERTIGHT.
EX. DUCT PLENUM
CONT. SEALANT AT JAMBS AND HEAD
OF LOUVER (NOT AT SILL) PER MANUF.
INSTALLATION AND SMACNA.
MATCH
EX.
V.I.F.
REMOVE AND REPLACE EX. MECHANICAL
LOUVER AND SILL FLASHING- INSTALL LOUVER
PER MANUF. INSTRUCTIONS, PROVIDE WEEPS
AT BOTTOM TO ALLOW WATER TO ESCAPE
REMOVE AND RETAIN EX. METAL SIDING AND TRIM AT
LOUVER PERIMETER FOR REINSTALLATION. REMOVE
AND REPLACE EX. 12" PLYWOOD (IF ROTTED OR
DETERIORATED PER ALLOWANCE #3), ON EX. 6" METAL
STUDS- REINSTALL METAL SIDING/MODIFY AS
NECESSARY, PER ROOF AND SIDING MANUF.
INSTALLATION INSTRUCTION.
FULLY WRAP ENTIRE LOUVER ROUGH OPENING AND
ALL PLYWOOD BACKER WITH HIGH TEMP ROOFING
UNDERLAYMENT, EXTEND UP OVER ROUGH FRAMING
SILL
METAL SIDING TRIM
PREFINISHED WALL SLEEVE, LAP OVER SILL PAN
END DAMS, SET IN FULL BED OF SEALANT - EX.
DUCT PLENUM TO FIT INSIDE SLEEVE.
EX. CONST. TYP.
PATCH AND REPAIR EX. CONST.
AT LOUVER REPLACEMENT @
ENTIRE PERIMETER
MECHANICALLY FASTEN SILL PAN
FLASHING/WALL SLEEVE AND EX.
DUCT PLENUM TO ROUGH FRAMING-
NO EXPOSED FASTENERS @ EXT.,
SEAL ALL FASTENER HEADS- SET
SLEEVE AND EX. DUCT PLENUM IN
FULL BED OF SEALANT SO ENTIRE
TRANSITION IS WEATHERTIGHT.
EX. DUCT PLENUM
CONT. SEALANT AT JAMBS AND HEAD
OF LOUVER (NOT AT SILL) PER MANUF.
INSTALLATION AND SMACNA.
MATCH
EX.
V.I.F.
AutoCAD SHX Text
TUEBOR
AutoCAD SHX Text U
AutoCAD SHX Text S
AutoCAD SHX Text Q
AutoCAD SHX Text U
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text U
AutoCAD SHX Text P
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text R
AutoCAD SHX Text C
AutoCAD SHX Text S
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text M
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text
KAB
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text U
AutoCAD SHX Text P
AutoCAD SHX Text L
AutoCAD SHX Text S
AutoCAD SHX Text B
AutoCAD SHX Text U
AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text I
AutoCAD SHX Text M
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text C
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text U
AutoCAD SHX Text U
AutoCAD SHX Text N
AutoCAD SHX Text
PRELIMINARY
AutoCAD SHX Text
CONSTRUCTION
AutoCAD SHX Text
FINAL RECORD
AutoCAD SHX Text
DATE
AutoCAD SHX Text
ISSUED FOR
AutoCAD SHX Text
FILE NO./INDEX CODE:
AutoCAD SHX Text
PROJECT NO:
AutoCAD SHX Text
IDENTIFICATION NO.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
SHEET TITLE:
AutoCAD SHX Text C
AutoCAD SHX Text
UTILITIES
AutoCAD SHX Text
(989) 657-3026
AutoCAD SHX Text
72 HOURS
AutoCAD SHX Text
(3 WORKING DAYS)
AutoCAD SHX Text
CALL MR. KENDZIORSKI
AutoCAD SHX Text
BEFORE YOU DIG
AutoCAD SHX Text C.G.
AutoCAD SHX Text
FACILITIES MANAGEMENT
AutoCAD SHX Text
ALPENA CRTC ENGINEERING
AutoCAD SHX Text
DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
AutoCAD SHX Text
FACILITIES AND BUSINESS SERVICES ADMINISTRATION
A -2
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. 2025
FOR SITE OWNED UTILITIES
ST
AT
E O
F M
IC
H
IG
AN
D
ES
IG
N
A N
D C
O N
ST
R
U C
TI
O
N D
IV
IS
IO
N
TD
VG
1/
5.
JL
M
4/
/2
TM SM TM TM
D
EP
AR
TM
EN
T
O F
M
IL
IT
AR
Y
AN
D V
ET
ER
AN
A
FF
AI
R S
R
EP
AI
R
R O
O F
- B
LD
G
C O
LL
IN
S C
EN
TE
R
AL
PE
N
A C
.R .T
.C
A
LP
EN
A, M
IC
H
IG
AN
E
LE
VA
TI
O N
S
P R
O P
O S
E D
SCALE:A-201
1 WEST ELEVATION
1/8"=1'-0"
SCALE:A-201
1 NORTH ELEVATION
1/8"=1'-0"
SCALE:A-201
1 SOUTH ELEVATION
1/8"=1'-0" STANDING SEAM METAL ROOF SYSTEM
ON HIGH TEMP UNDERLAYMENT ON EX.
ROOF UNDERLAYMENT & INSULATION.
INVESTIGATE & DOCUMENT ANY AREAS
OF WATER DAMAGE/DETERIORATED
CONSTRUCTION FOR A.O.R/E.O.R.
REVIEW.
REPLACE GABLE END
WALL LOUVER AND
FLASHING
REPLACE GABLE END
WALL LOUVER AND
FLASHING
REPLACE ALL EXISTING METAL
ROOFING, FLASHING, FASCIA,
RAKES, SOFFIT, RIDGE/HIP/VALLEY
TRIMS, ETC. IN WORK AREA, TYP.
REPLACE ALL EXISTING METAL
ROOFING, FLASHING, FASCIA,
RAKES, SOFFIT, RIDGE/HIP/VALLEY
TRIMS, ETC. IN WORK AREA, TYP.
STANDING SEAM METAL ROOF SYSTEM
ON HIGH TEMP UNDERLAYMENT ON EX.
ROOF UNDERLAYMENT & INSULATION.
INVESTIGATE & DOCUMENT ANY AREAS
OF WATER DAMAGE/DETERIORATED
CONSTRUCTION FOR A.O.R/E.O.R.
REVIEW.
REPLACE ALL EXISTING METAL
ROOFING, FLASHING, FASCIA,
RAKES, SOFFIT, RIDGE/HIP/VALLEY
TRIMS, ETC. IN WORK AREA, TYP.
STANDING SEAM METAL ROOF SYSTEM
ON HIGH TEMP UNDERLAYMENT ON EX.
ROOF UNDERLAYMENT & INSULATION.
INVESTIGATE & DOCUMENT ANY AREAS
OF WATER DAMAGE/DETERIORATED
CONSTRUCTION FOR A.O.R/E.O.R.
REVIEW.
A322 1,2,3
A322
A321
A322
A322
A321
A321
A321
A321
A321
BID ALTERNATE #1: REMOVE AND REPLACE
EXISTING METAL TRIM AND FASCIA
FLASHING AT DRIVE THROUGH CANOPY.
BID ALTERNATE #1: REMOVE AND REPLACE
EXISTING METAL TRIM AND FASCIA
FLASHING AT DRIVE THROUGH CANOPY.
EXISTING SKYLIGHT
CANOPY TO REMAIN
BID ALTERNATE #1: REMOVE AND REPLACE
EXISTING METAL TRIM AND FASCIA
FLASHING AT DRIVE THROUGH CANOPY.
EXISTING SKYLIGHT
CANOPY TO REMAIN
A322
A322
SNOW AND ICE RETENTION
SYS. ON EX. ROOF, VERIFY
EXACT PLACEMENT AND
LAYOUT WITH MANUF.
DURING SHOP DRAWING
SUBMITTAL, TYP.
SNOW AND ICE RETENTION
SYS. ON EX. ROOF, VERIFY
EXACT PLACEMENT AND
LAYOUT WITH MANUF.
DURING SHOP DRAWING
SUBMITTAL, TYP.
SNOW AND ICE RETENTION
SYS. ON EX. ROOF, VERIFY
EXACT PLACEMENT AND
LAYOUT WITH MANUF.
DURING SHOP DRAWING
SUBMITTAL, TYP.
SNOW AND ICE RETENTION
SYS. ON EX. ROOF, VERIFY
EXACT PLACEMENT AND
LAYOUT WITH MANUF.
DURING SHOP DRAWING
SUBMITTAL, TYP.
SNOW AND ICE RETENTION
SYS. ON EX. ROOF, VERIFY
EXACT PLACEMENT AND
LAYOUT WITH MANUF.
DURING SHOP DRAWING
SUBMITTAL, TYP.
ALLOWANCE #1= PROVIDE ALLOWANCE
FOR 20% (1,800 S.F.) OF EX. ROOF AREA
FOR REPLACEMENT OF EXISTING ROOF
INSULATION, PATCH & REPAIR
DAMAGED/ DETERIORATED AREAS TO
MATCH EX.
ALLOWANCE #2= PROVIDE ALLOWANCE
FOR 10% (900 S.F.) OF EX. ROOF AREA
FOR METAL DECK, PATCH & REPAIR
DAMAGED/ DETERIORATED AREAS TO
MATCH EX.
ALLOWANCE #1= PROVIDE ALLOWANCE
FOR 20% (1,800 S.F.) OF EX. ROOF AREA
FOR REPLACEMENT OF EXISTING ROOF
INSULATION, PATCH & REPAIR
DAMAGED/ DETERIORATED AREAS TO
MATCH EX.
ALLOWANCE #2= PROVIDE ALLOWANCE
FOR 10% (900 S.F.) OF EX. ROOF AREA
FOR METAL DECK, PATCH & REPAIR
DAMAGED/ DETERIORATED AREAS TO
MATCH EX.
ALLOWANCE #1= PROVIDE ALLOWANCE
FOR 20% (1,800 S.F.) OF EX. ROOF AREA
FOR REPLACEMENT OF EXISTING ROOF
INSULATION, PATCH & REPAIR
DAMAGED/ DETERIORATED AREAS TO
MATCH EX.
ALLOWANCE #2= PROVIDE ALLOWANCE
FOR 10% (900 S.F.) OF EX. ROOF AREA
FOR METAL DECK, PATCH & REPAIR
DAMAGED/ DETERIORATED AREAS TO
MATCH EX.
AutoCAD SHX Text
TUEBOR
AutoCAD SHX Text U
AutoCAD SHX Text S
AutoCAD SHX Text Q
AutoCAD SHX Text U
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text U
AutoCAD SHX Text P
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text R
AutoCAD SHX Text C
AutoCAD SHX Text S
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text M
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text
KAB
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text U
AutoCAD SHX Text P
AutoCAD SHX Text L
AutoCAD SHX Text S
AutoCAD SHX Text B
AutoCAD SHX Text U
AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text I
AutoCAD SHX Text M
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text C
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text U
AutoCAD SHX Text U
AutoCAD SHX Text N
AutoCAD SHX Text
PRELIMINARY
AutoCAD SHX Text
CONSTRUCTION
AutoCAD SHX Text
FINAL RECORD
AutoCAD SHX Text
DATE
AutoCAD SHX Text
ISSUED FOR
AutoCAD SHX Text
FILE NO./INDEX CODE:
AutoCAD SHX Text
PROJECT NO:
AutoCAD SHX Text
IDENTIFICATION NO.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
SHEET TITLE:
AutoCAD SHX Text C
AutoCAD SHX Text
UTILITIES
AutoCAD SHX Text
(989) 657-3026
AutoCAD SHX Text
72 HOURS
AutoCAD SHX Text
(3 WORKING DAYS)
AutoCAD SHX Text
CALL MR. KENDZIORSKI
AutoCAD SHX Text
BEFORE YOU DIG
AutoCAD SHX Text C.G.
AutoCAD SHX Text
FACILITIES MANAGEMENT
AutoCAD SHX Text
ALPENA CRTC ENGINEERING
AutoCAD SHX Text
DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
AutoCAD SHX Text
FACILITIES AND BUSINESS SERVICES ADMINISTRATION
4 (EX.)
EX. STANDING SEAM METAL ROOF SYSTEM
TO REMAIN, REMOVE, RETAIN, REPLACE AS
NECESSARY TO ALLOW REPLACEMENT
LOUVER FLASHING TO BE INSTALLED
REMOVE AND REPLACE EX.
FULLY VENTED STEEL SOFFIT
EX. 1'-0"
RAKE
V.I.F.
REMOVE AND REPLACE EX. MECHANICAL
LOUVER AND METAL SILL FLASHING
REMOVE AND REPLACE EX. CONCEALED
METAL FLASHING - EXTEND MIN. 12" UP
BEHIND SIDING
REMOVE AND RETAIN EX. METAL SIDING AND TRIM AT
LOUVER PERIMETER FOR REINSTALLATION. REMOVE
AND REPLACE EX. 12" PLYWOOD (IF ROTTED OR
DETERIORATED PER ALLOWANCE #3), ON EX. 6" METAL
STUDS- FULLY WRAP ENTIRE LOUVER ROUGH
OPENING AND ALL PLYWOOD BACKER WITH HIGH
TEMP ROOFING UNDERLAYMENT, REINSTALL METAL
SIDING/MODIFY AS NECESSARY, PER ROOF AND
SIDING MANUF. INSTALLATION INSTRUCTION.
EX. CONST. TYP.
REMOVE AND REPLACE EX. STEEL FASCIA
ON EX. METAL STUD SUB-FASCIA
1 2"
EX
. V
.I.
F.
REMOVE AND REPLACE EX. STANDING
SEAM METAL ROOF SYSTEM ON
HIGH TEMP UNDERLAYMENT OVER ENTIRE
WORK AREA ON
EX. ROOF UNDERLAYMENT & INSULATION
TO REMAIN (REFER TO ALLOWANCE #1,#2)
NEW GREENHECK MODEL ESD-603
OUTSIDE AIR LOUVERS, (2) TRIANGULAR
SECTIONS, 90"X30H EA. GABLE, FIELD
VERIFY EX. SIZE TO BE MATCHED, PROVIDE
W/ MANUF. STANDARD BIRD AND INSECT
SCREENS AND ALL OTHER ACCESSORIES
FOR A COMPLETE INSTALL. COLOR TO
MATCH EX.
TOTAL O.A. QTY:
7,560 CFM (FOR EACH SIDE)
FREE AREA IS 8.87FT2 (2 X 90X30H
TRIANGULAR SECTIONS) EA. GABLE LOC.
INTAKE VELOCITY IS (7,560/8.87) IS
APPROXIMATELY 852 FPM
REMOVE AND REPLACE EX.
NON-VENTED STEEL SOFFIT @ RAKE
BACKERROD AND SEALANT @ ENTIRE PERIMETER,
PROVIDE WEEPS @ SILL LOC. PER LOUVER MANUF.
ALLOWANCE #3= PROVIDE ALLOWANCE OF
$10,000 FOR REPLACEMENT OF ALL GABLE END
EX. WOOD WALL SHEATHING, PATCH & REPAIR
ROTTED/ DETERIORATED AREAS.
A321
SIM.
NOTE: ALL NEW ROOFING, MISC. FLASHING,
METAL, TRIM, ETC. TO MATCH EX.
DIMS./DESIGN. AND COLOR.
REMOVE AND REPLACE EX.
SEALANT @ PERIMETER, BOTH
SIDES.
EX. ALUMINUM SKYLIGHT SYSTEM
2'-0" O.H.
EX. V.I.F.
EX. CONST. TO
REMAIN, TYP.,
U.N.O.
REMOVE AND REPLACE EX. STANDING
SEAM METAL ROOF SYSTEM ON
HIGH TEMP UNDERLAYMENT OVER ENTIRE
WORK AREA ON
EX. ROOF UNDERLAYMENT & INSULATION
TO REMAIN (REFER TO ALLOWANCE #1,#2)
REMOVE AND REPLACE EX.
FULLY VENTED STEEL SOFFIT
REMOVE AND REPLACE EX. STEEL
FASCIA ON EX. METAL STUD
SUB-FASCIA
REMOVE AND REPLACE EX.
SEALANT @ ENTIRE
PERIMETER
A321
SIM.
NOTE: ALL NEW ROOFING, MISC. FLASHING,
METAL, TRIM, ETC. TO MATCH EX.
DIMS./DESIGN. AND COLOR.
4 (EX.)
1'-0"
RAKE
EX. V.I.F.
EX. METAL LOUVER TO REMAIN
REMOVE AND REPLACE EX. CONCEALED
METAL HEADWALL FLASHING
1 2"
EX
. V
.I.
F.
REMOVE AND REPLACE EX. STANDING
SEAM METAL ROOF SYSTEM ON
HIGH TEMP UNDERLAYMENT OVER ENTIRE
WORK AREA ON
EX. ROOF UNDERLAYMENT & INSULATION
TO REMAIN (REFER TO ALLOWANCE #1,#2)
REMOVE AND REPLACE EX.
NON-VENTED STEEL SOFFIT @ RAKE
REMOVE AND REPLACE BACKERROD AND SEALANT @ ENTIRE
PERIMETER, PROVIDE WEEPS @ SILL LOC. PER LOUVER MANUF.
A321
SIM.
REMOVE AND REPLACE EX. STEEL FASCIA
ON EX. METAL STUD SUB-FASCIA
REMOVE AND REPLACE EX.
FULLY VENTED STEEL SOFFIT
REMOVE AND REPLACE EX. STANDING
SEAM METAL ROOF SYSTEM ON
HIGH TEMP UNDERLAYMENT OVER ENTIRE
WORK AREA ON
EX. ROOF UNDERLAYMENT & INSULATION
TO REMAIN (REFER TO ALLOWANCE #1,#2)
NOTE: ALL NEW ROOFING, MISC. FLASHING,
METAL, TRIM, ETC. TO MATCH EX.
DIMS./DESIGN. AND COLOR.
FULLY VENTED STEEL SOFFIT
8" x 3
16" POP RIVET @ 1'-0" O.C.
STEEL FASCIA
EX. SUBSTRUCTURE
EX. MTL. DECK
1 2" E
X.
-V
.I.
F.
2'-0" O.H. EX.-V.I.F.
1'-101
4" EX.-V.I.F.
4 EX., V.I.F.
REFER TO
DETAIL FOR CONDITION AT
EXPOSED/WRAPPED BEAM
CONDITION
EX. CONST. TO
REMAIN, TYP.,
U.N.O.
STANDING SEAM METAL ROOF
SYSTEM ON HIGH TEMP
UNDERLAYMENT ON EX. ROOF
UNDERLAYMENT & INSULATION.
INVESTIGATE & DOCUMENT ANY
AREAS OF WATER
DAMAGE/DETERIORATED
CONSTRUCTION FOR A.O.R/E.O.R.
REVIEW. CONTRACTOR TO FIELD
VERIFY ALL EXISTING CONDITIONS
AND DIMENSIONS PRIOR TO
UNDERTAKING THE WORK.
NOTE:
SCOPE OF WORK TO BE COMPLETE
REMOVAL OF ALL EXISTING METAL
ROOFING, FLASHING, FASCIA, RAKES,
SOFFIT, RIDGE/HIP/VALLEY TRIMS, ETC.,
EXISTING ROOF INSULATION &
UNDERLAYMENT TO REMAIN.
HEMMED EDGE
CONT. SEALANT
EX. INSUL.
NOTE: ALL NEW ROOFING, MISC. FLASHING,
METAL, TRIM, ETC. TO MATCH EX.
DIMS./DESIGN. AND COLOR.
COR-A-VENT V600T OR V600TE
BOX END OF PANEL
CAULK SEAMS VERTICALLY W/
APPROVED SEALANT
METAL AIR DAM
PANEL
NOTE:
MIN. 4" LAP ON ALL FLASHING.
APPROVED SEALANT IN ALL
FLASHING LAPS.
RIDGE CAP
Z CLOSURE SET IN 316" x 7 8"
BUTYL TAPE
#10 x 1" SD PANCAKE HEAD
FASTENERS, (5) PER PANEL
APPROVED UNDERLAYMENT
HEX HEAD SD FASTENER W/
NEOPRENE WASHER @ 12" O.C.
METAL DECK SUBSTRATE
#10 SD PANCAKE HEAD
FASTENERS @ 12" O.C.
RIGID INSULATION
22 GA. CONT. SUPPORT
6" M
IN.
ALLOW FOR
THERMAL EXPANSION
NOTE:
LAPS IN VALLEY ARE 12" MIN.
APPROVED SEALANT IN ALL
LAPS IN VALLEY. TWO ROWS OF
SEALANT BETWEEN VALLEY
LAPS, 4" UP FROM LAP.
APPROVED SEALANT
OFFSET CLEAT
STRIP IN CLEAT
W/ APPROVED
UNDERLAYMENT
#10 X 1" SD PANCAKE
HEAD FASTENERS @
4" O.C.
BUTYL TAPE 316" x 7 8"
APPROVED UNDERLAYMENT
METAL DECK SUBSTRATE
VALLEY FLASHING
PANEL
#10 SD PANCAKE HEAD
FASTENERS @ 12" O.C.
22 GA. CONT. SUPPORT
NOTE:
MIN. 4" LAP ON ALL FLASHING.
APPROVED SEALANT IN ALL
FLASHING LAPS. HIP Z CLOSURES
TO BE FASTENED @ 4" O.C.
RIDGE CAP
BOX END OF PANEL
CAULK SEAMS VERTICALLY W/
APPROVED SEALANT
S.S. POP RIVET @ 18" O.C.
PANEL
Z CLOSURE SET IN
16" X 7 8" BUTYL TAPE
#10 X 1" SD PANCAKE HEAD
FASTENERS, (5) PER PANEL
APPROVED UNDERLAYMENT
RIGID INSULATION
METAL DECK SUBSTRATE
22 GA. CONT. SUPPORT
#10 SD PANCAKE HEAD
FASTENERS @ 12" O.C.
NOTE:
MIN. 4" LAP ON ALL FLASHING.
APPROVED SEALANT IN ALL
FLASHING LAPS.
ALLOW FOR
THERMAL EXPANSION
EAVE FLASHING
APPROVED SEALANT
BETWEEN SEAMS
APPROVED
UNDERLAYMENT
PANEL
FASCIA, IF REQ'D
#10 X 1" SD PANCAKE HEAD
FASTENERS @ 6" O.C.
#10 SD PANCAKE HEAD
FASTENERS @ 12" O.C.
RIGID INSULATION
22 GA. CONT. SUPPORT
BENT PLATE, BY OTHERS
EAVE EXTENDING OVER
2-1/2" REQUIRES CLEAT
ATTACHED @ 8" O.C. W/ #10
PANCAKE HEAD FASTENERS
#10 X 1" PANCAKE HEAD
FASTENERS @ 8" O.C.
RAKE FLASHING
#10 X 1" SD PANCAKE HEAD
FASTENERS @ 4" O.C.
#10 SD PANCAKE HEAD
FASTENERS @ 12" O.C.
APPROVED
UNDERLAYMENT
16" x 7 8" BUTYL TAPE
Z CLOSURE
SS POP RIVET @18" O.C.
CLEAT
RIGID INSULATION
PANEL
22GA CONT. SUPPORT
METAL DECK SUBSTRATE
NOTE:
MIN. 4" LAP ON ALL FLASHING.
APPROVED SEALANT IN ALL
FLASHING LAPS.
NOTE:
MINIMUM LAP ON ALL FLASHING IS 4".
APPROVED SEALANT IN LAPS OF ALL
FLASHING. TURN APPROVED
UNDERLAYMENT 3" VERTICALLY MIN.
RIGID INSULATION
APPROVED UNDERLAYMENT
METAL DECK SUBSTRATE
16" x 7 8" BUTYL TAPE
THREADED FASTENERS @ 16" O.C.
COUNTER FLASHING
SIDEWALL FLASHING
#10 x 1" PANCAKE HEAD FASTENERS @ 4" O.C.
Z CLOSURE SET IN 316" x 7 8" BUTYL TAPE
SS POP RIVET, 18" O.C.
FIELD BEND PANEL
SIDING, BY OTHERS
THREADED FASTENERS @ 24" O.C.
RECIEVER FLASHING
SELF SEALING FASTENER @ 24" O.C.
#10 x 1" PANCAKE HEAD
FASTENERS @ 12" O.C.
22 GA. CONT. SUPPORT
EX.
SUBSTRATE
NOTE:
MINIMUM LAP ON ALL FLASHING IS 4". APPROVED
SEALANT IN LAPS OF ALL FLASHING. TURN
APPROVED UNDERLAYMENT 3" VERTICALLY MIN.
SIDING, BY OTHERS
THREADED FASTENERS @ 24" O.C.
RECIEVER FLASHING
APPROVED UNDERLAYMENT
16" X 7 8" BUTYL TAPE
HEADWALL FLASHING
COUNTER FLASHING
THREADED FASTENERS @ 16" O.C.
SELF SEALING FASTENER @ 24" O.C.
RIGID INSULATION
BOX END OF PANEL
#10 X 1" PANCAKE HEAD FASTENERS, (5) PER PANEL
22 GA. CONT. SUPPORT
CAULK SEAMS VERTICALLY W/ APPROVED SEALANT
Z CLOSURE SET IN 316" x 7 8" BUTYL TAPE
PANEL
SS POP RIVET @ 18" O.C.
#10 X 1" PANCAKE HEAD FASTENERS, 12" O.C.
METAL DECK SUBSTRATE
EX.
SUBSTRATE
A -3
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. 2025
FOR SITE OWNED UTILITIES
ST
AT
E O
F M
IC
H
IG
AN
D
ES
IG
N
A N
D C
O N
ST
R
U C
TI
O
N D
IV
IS
IO
N
TD
VG
1/
5.
JL
M
4/
/2
TM SM TM TM
D
EP
AR
TM
EN
T
O F
M
IL
IT
AR
Y
AN
D V
ET
ER
AN
A
FF
AI
R S
R
EP
AI
R
R O
O F
- B
LD
G
C O
LL
IN
S C
EN
TE
R
AL
PE
N
A C
.R .T
.C
A
LP
EN
A, M
IC
H
IG
AN
D E
TA
IL
S A
N D
S E
C
TI
O N
S
SCALE:A-321
3 LOUVER SECTION
3/4"=1'-0"
SCALE:A-321
1 CANOPY/WALL SECTION
3/4"=1'-0"
SCALE:A-321
7 RIDGE SECTION (VENTED)
6"=1'-0" SCALE:A-321
5 VALLEY SECTION
6"=1'-0"
SCALE:A-321
2 LOUVER SECTION
3/4"=1'-0"
SCALE:A-321
4 EAVE SECTION (TYP.)
3"=1'-0"
A322
SCALE:A-321
6 HIP/RIDGE SECTION (UNVENTED)
6"=1'-0"
SCALE:A-321
9 EAVE SECTION
6"=1'-0"
A321
SCALE:A-321
8 RAKE SECTION
6"=1'-0"
SCALE:A-321
10 SIDEWALL SECTION
6"=1'-0" SCALE:A-321
11 HEADWALL SECTION
6"=1'-0"
A321
A321
A109
A109
A109
AutoCAD SHX Text
TUEBOR
AutoCAD SHX Text U
AutoCAD SHX Text S
AutoCAD SHX Text Q
AutoCAD SHX Text U
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text U
AutoCAD SHX Text P
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text R
AutoCAD SHX Text C
AutoCAD SHX Text S
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text M
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text
KAB
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text U
AutoCAD SHX Text P
AutoCAD SHX Text L
AutoCAD SHX Text S
AutoCAD SHX Text B
AutoCAD SHX Text U
AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text I
AutoCAD SHX Text M
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text C
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text U
AutoCAD SHX Text U
AutoCAD SHX Text N
AutoCAD SHX Text
PRELIMINARY
AutoCAD SHX Text
CONSTRUCTION
AutoCAD SHX Text
FINAL RECORD
AutoCAD SHX Text
DATE
AutoCAD SHX Text
ISSUED FOR
AutoCAD SHX Text
FILE NO./INDEX CODE:
AutoCAD SHX Text
PROJECT NO:
AutoCAD SHX Text
IDENTIFICATION NO.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
SHEET TITLE:
AutoCAD SHX Text C
AutoCAD SHX Text
UTILITIES
AutoCAD SHX Text
(989) 657-3026
AutoCAD SHX Text
72 HOURS
AutoCAD SHX Text
(3 WORKING DAYS)
AutoCAD SHX Text
CALL MR. KENDZIORSKI
AutoCAD SHX Text
BEFORE YOU DIG
AutoCAD SHX Text C.G.
AutoCAD SHX Text
FACILITIES MANAGEMENT
AutoCAD SHX Text
ALPENA CRTC ENGINEERING
AutoCAD SHX Text
DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
AutoCAD SHX Text
FACILITIES AND BUSINESS SERVICES ADMINISTRATION
BEARING HEIGHT
(EX.) = 696'-6"
7 (EX.)
2'-0"
(EX. V.I.F.)
TOP OF BEAM
(EX.)= 696'-2 18"
EQ
EQ
REMOVE AND REPLACE EX.
PREFINISHED STEEL
CLADDING ON EX. STRUC.
STEEL, MATCH EXISTING SIZE,
DESIGN, LAYOUT. SEAL ALL
JOINTS, SPLICES, ETC. EX. STEEL BEAM
1'-95 8"
EX. V.I.F.
REMOVE AND REPLACE EX.
FULLY VENTED STEEL SOFFIT
REMOVE AND REPLACE EX.
SEALANT @ ENTIRE
PERIMETER
REMOVE AND REPLACE EX.
FULLY VENTED STEEL SOFFIT
NOTE: ALL NEW ROOFING, MISC. FLASHING,
METAL, TRIM, ETC. TO MATCH EX.
DIMS./DESIGN. AND COLOR.
PREFINISHED STEEL CLADDING
MOUNTING FLANGE UNDER
SOFFIT, TYP.
EX. CONST. TO REMAIN TYP., U.N.O.
EX. CONST. TO REMAIN TYP., U.N.O.
EX. ELECTRICAL CONDUIT IN CAVITY
EX. WALL MOUNTED LIGHT FIXTURE,
REMOVE, RETAIN, REINSTALL AT
COMPLETION OF ALL METAL TRIM
WORK
NOTE: DUE TO EX. CONDITIONS,
SELECTIVE DISASSEMBLY OF THE
EXISTING BUILDING AND/OR
COMPONENTS MAY BE REQUIRED TO
PROPERLY REMOVE AND REINSTALL
NEW METAL TRIM, FLASHING, ETC.-
CONTRACTOR TO REVIEW ALL EX.
CONDITIONS IN THE FIELD.
NOTE: ALL NEW ROOFING, MISC. FLASHING,
METAL, TRIM, ETC. TO MATCH EX.
DIMS./DESIGN. AND COLOR.
REMOVE AND REPLACE EX.
PREFINISHED STEEL
CLADDING ON EX. STRUC.
STEEL, MATCH EXISTING SIZE,
DESIGN, LAYOUT. SEAL ALL
JOINTS, SPLICES, ETC.
REMOVE AND REPLACE EX. ONE PIECE
PRE-FINISHED STEEL COLUMN CAP -
EXTEND UP AND BEHIND BEAM COVER
MIN. 8" , MATCH EX. COLOR AND DESIGN
EX. MASONRY PIER CONST. TO REMAIN
EX. WOOD BLOCKING TO REMAIN
NOTE: DUE TO EX. CONDITIONS,
SELECTIVE DISASSEMBLY OF THE
EXISTING BUILDING AND/OR
COMPONENTS MAY BE REQUIRED TO
PROPERLY REMOVE AND REINSTALL
NEW METAL TRIM, FLASHING, ETC.-
CONTRACTOR TO REVIEW ALL EX.
CONDITIONS IN THE FIELD.
NOTE: ALL NEW ROOFING, MISC. FLASHING,
METAL, TRIM, ETC. TO MATCH EX.
DIMS./DESIGN. AND COLOR.
NOTE: PREFINISHED METAL BEAM
CLADDING TO BE SHEET METAL-
MATCH EX. THICKNESS, DESIGN,
FINISH. INSTALL PER MANUF.
INSTRUCTIONS. PROVIDE SHOP
DRAWINGS AND PRODUCT DATA FOR
ARCHITECT REVIEW.
REMOVE AND REPLACE EX.
PREFINISHED STEEL
CLADDING ON EX. STRUC.
STEEL, MATCH EXISTING SIZE,
DESIGN, LAYOUT. SEAL ALL
JOINTS, SPLICES, ETC.
EX. DRIVE-UP BEAM
BEYOND
REMOVE AND REPLACE EX.
ONE PIECE PRE-FINISHED
STEEL COLUMN CAP -
EXTEND UP AND BEHIND
BEAM COVER MIN. 8"
EX. MASONRY PIER
CONST. TO REMAIN
SMOOTH FACE MASONRY
COLUMN - GROUT TOP
COURSE SOLID
EX. STEEL TUBE COLUMN
BEYOND
1" E
X.
, V
.I.
F.
REMOVE AND
REPLACE SEALANT
@ PERIMETER
NOTE: DUE TO EX. CONDITIONS,
SELECTIVE DISASSEMBLY OF THE
EXISTING BUILDING AND/OR
COMPONENTS MAY BE REQUIRED TO
PROPERLY REMOVE AND REINSTALL
NEW METAL TRIM, FLASHING, ETC.-
CONTRACTOR TO REVIEW ALL EX.
CONDITIONS IN THE FIELD.
NOTE: ALL NEW ROOFING, MISC. FLASHING,
METAL, TRIM, ETC. TO MATCH EX.
DIMS./DESIGN. AND COLOR.
REMOVE AND REPLACE EX.
PREFINISHED STEEL
CLADDING ON EX. STRUC.
STEEL, MATCH EXISTING SIZE,
DESIGN, LAYOUT. SEAL ALL
JOINTS, SPLICES, ETC.
REMOVE AND REPLACE EX. SEALANT, TYP.
EX. ALUMINUM APRON
4"
EX. STEEL BEAM
EX. CONSTRUCTION TO REMAIN TYP., U.N.O.
JAMB
EX. ELECTRIFIED BIRD
DETERRENT- REMOVE, RETAIN,
REINSTALL AT COMPLETION OF
ALL METAL TRIM WORK
4" EX. V.I.F.
BEAM ELVATION
EX.= 696'-2 18"
NOTE: DUE TO EX. CONDITIONS, SELECTIVE
DISASSEMBLY OF THE EXISTING BUILDING
AND/OR COMPONENTS MAY BE REQUIRED TO
PROPERLY REMOVE AND REINSTALL NEW METAL
TRIM, FLASHING, ETC.- CONTRACTOR TO REVIEW
ALL EX. CONDITIONS IN THE FIELD.
NOTE: ALL NEW ROOFING, MISC. FLASHING,
METAL, TRIM, ETC. TO MATCH EX.
DIMS./DESIGN. AND COLOR.
REMOVE AND REPLACE EX.
PREFINISHED STEEL
CLADDING ON EX. STRUC.
STEEL, MATCH EXISTING SIZE,
DESIGN, LAYOUT. SEAL ALL
JOINTS, SPLICES, ETC.
EQ
U
AL
EQ
U
AL
EX. GLAZING
BEAM ELVATION
EX. = 696'-2 18"
4"
4 " EX. V.I.F.
EX. STEEL BEAM
7 (EX.)
EX. ALUMINUM APRON
EX. ALUMINUM CLOSURE
EX. ALUMINUM SILL
EX. CONST. TO REMAIN, TYP., U.N.O.
EX. ELECTRIFIED BIRD
DETERRENT- REMOVE, RETAIN,
REINSTALL AT COMPLETION OF
ALL METAL TRIM WORK
EX. CONST. TO REMAIN, TYP., U.N.O.
NOTE: DUE TO EX. CONDITIONS, SELECTIVE
DISASSEMBLY OF THE EXISTING BUILDING
AND/OR COMPONENTS MAY BE REQUIRED TO
PROPERLY REMOVE AND REINSTALL NEW METAL
TRIM, FLASHING, ETC.- CONTRACTOR TO REVIEW
ALL EX. CONDITIONS IN THE FIELD.
NOTE: ALL NEW ROOFING, MISC. FLASHING,
METAL, TRIM, ETC. TO MATCH EX.
DIMS./DESIGN. AND COLOR.
REMOVE AND REPLACE EX.
PREFINISHED STEEL
CLADDING ON EX. STRUC.
STEEL, MATCH EXISTING SIZE,
DESIGN, LAYOUT. SEAL ALL
JOINTS, SPLICES, ETC.
A -3
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. 2025
FOR SITE OWNED UTILITIES
ST
AT
E O
F M
IC
H
IG
AN
D
ES
IG
N
A N
D C
O N
ST
R
U C
TI
O
N D
IV
IS
IO
N
TD
VG
1/
5.
JL
M
4/
/2
TM SM TM TM
D
EP
AR
TM
EN
T
O F
M
IL
IT
AR
Y
AN
D V
ET
ER
AN
A
FF
AI
R S
R
EP
AI
R
R O
O F
- B
LD
G
C O
LL
IN
S C
EN
TE
R
AL
PE
N
A C
.R .T
.C
A
LP
EN
A, M
IC
H
IG
AN
D E
TA
IL
S A
N D
S E
C
TI
O N
S
SCALE:A-322
6 DRIVE-UP BEAM/EAVE DETAIL
3/4"=1'-0"
BID ALTERNATE #1 (ENTIRE SHEET):
REMOVE AND REPLACE EXISTING METAL
TRIM AND FASCIA FLASHING AT DRIVE
THROUGH CANOPY.
SCALE:A-322
5 SKYLIGHT DETAIL
3"=1'-0" SCALE:A-322
4 SKYLIGHT DETAIL
3"=1'-0"
SCALE:A-322
1 DRIVE-UP COL. DETAIL
1 1/2"=1'-0"SCALE:A-322
2 DRIVE-UP BEAM ISO.
3/4"=1'-0"SCALE:A-322
3 DRIVE-UP BEAM ISO.
3/4"=1'-0"
A321
NOTE: PREFINISHED METAL BEAM
CLADDING TO BE SHEET METAL-
MATCH EX. THICKNESS, DESIGN,
FINISH. INSTALL PER MANUF.
INSTRUCTIONS. PROVIDE SHOP
DRAWINGS AND PRODUCT DATA FOR
ARCHITECT REVIEW.
AutoCAD SHX Text
TUEBOR
AutoCAD SHX Text U
AutoCAD SHX Text S
AutoCAD SHX Text Q
AutoCAD SHX Text U
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text U
AutoCAD SHX Text P
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text R
AutoCAD SHX Text C
AutoCAD SHX Text S
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text M
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text
KAB
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text U
AutoCAD SHX Text P
AutoCAD SHX Text L
AutoCAD SHX Text S
AutoCAD SHX Text B
AutoCAD SHX Text U
AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text I
AutoCAD SHX Text M
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text C
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text U
AutoCAD SHX Text U
AutoCAD SHX Text N
AutoCAD SHX Text
PRELIMINARY
AutoCAD SHX Text
CONSTRUCTION
AutoCAD SHX Text
FINAL RECORD
AutoCAD SHX Text
DATE
AutoCAD SHX Text
ISSUED FOR
AutoCAD SHX Text
FILE NO./INDEX CODE:
AutoCAD SHX Text
PROJECT NO:
AutoCAD SHX Text
IDENTIFICATION NO.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
SHEET TITLE:
AutoCAD SHX Text C
AutoCAD SHX Text
UTILITIES
AutoCAD SHX Text
(989) 657-3026
AutoCAD SHX Text
72 HOURS
AutoCAD SHX Text
(3 WORKING DAYS)
AutoCAD SHX Text
CALL MR. KENDZIORSKI
AutoCAD SHX Text
BEFORE YOU DIG
AutoCAD SHX Text C.G.
AutoCAD SHX Text
FACILITIES MANAGEMENT
AutoCAD SHX Text
ALPENA CRTC ENGINEERING
AutoCAD SHX Text
DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
AutoCAD SHX Text
FACILITIES AND BUSINESS SERVICES ADMINISTRATION
| 25529_Bldg 125 Roof Dwgs-CS 000 |
| 25529_Bldg 125 Roof Dwgs-AD 109 |
| 25529_Bldg 125 Roof Dwgs-AD 201 |
| 25529_Bldg 125 Roof Dwgs-A 109 |
| 25529_Bldg 125 Roof Dwgs-A 201 |
| 25529_Bldg 125 Roof Dwgs-A 321 |
| 25529_Bldg 125 Roof Dwgs-A 322 |
File details come from the government source that posted it. Updated .