Drawings 751-20042.HJD - Sign Shop Improvements.pdf
PDF 3 MB Posted
- Solicitation number
- RFQ 171 250000000479 2
- Issued by
- Crawford County, Michigan
About this file
This is a set of architectural drawings for the Sign Shop Improvements project at Hartwick Pines State Park in Grayling, Michigan, prepared by the State of Michigan Department of Natural Resources in coordination with the Department of Technology, Management and Budget, State Facilities Administration, Design and Construction Division. The project involves roof improvements to two buildings totaling 4,278 square feet for the 12-stall project shop and 2,253 square feet for the sign shop. The drawings, designated as File No. 751/20042.HJD with Index No. 5407, were issued to bid on August 26, 2024, and represent a 90 percent check set for construction documentation. The scope of work includes replacement of roofing materials, fascia, soffit, and associated trim; installation of new shingles with proper underlayment and flashing; replacement of damaged wood decking; chimney repairs including tuckpointing and elastomeric coating; and provision of new soffit vents and ridge vents. Detailed construction profiles and specifications are provided for eave details, rake edges, ridge vents, chimney flashing, standing seam metal panel alternatives, and snow guard systems.
The drawings establish specific construction requirements and reference detailed specifications that must be followed by bidders, with bidders required to verify all quantities prior to submission. Work shall be performed in accordance with manufacturer requirements and specifications, with any conflicts resolved in favor of the more stringent requirement. The drawings indicate that equipment sizes and locations shown are approximate, and damaged decking shall be replaced to match existing conditions on a unit price basis. Chimney repairs, including water-damaged wood blocking replacement, are also noted for unit price determination in the field. The project specifications include high-temperature self-adhered underlayment, 24-gauge galvanized standing seam metal panels as an alternative to shingles, and snow retention systems such as Alpine SimpleGuard or S-5! ColorGuard products installed at 24 inches up from the eave with non-penetrating fasteners.
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HARTWICK PINES STATE PARK
3612 STATE PARK DR.
GRAYLING, MI
SIGN SHOP IMPROVEMENTS
STATE OF MICHIGAN
DEPARTMENT OF
NATURAL RESOURCES
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12 STALL PROJECT SHOP
90% CHECK SET
ISSUED TO BID
ISSUED TO BID
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APPROVED
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REVISED 2
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APPROVED
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APPROVED
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M0652-DRAWINGS
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SIGN SHOP IMPROVEMENTS
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STATE OF MICHIGAN - DEPT. OF NATURAL RESOURCES
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HARTWICK PINES STATE PARK
AutoCAD SHX Text FILE No.751/20042.HJD INDEX No. 5407
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COVER
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4:12
SLOPE
4:12
SLOPE
4:12
SLOPE
4:12
SLOPE
12 STALL BUILDING ROOF PLAN
SCALE: 3/16" = 1'-0"
152'-4"
28'-1"
PROJECT SHOP ROOF PLAN
SCALE: 3/16" = 1'-0"
4:12
SLOPE
4:12
SLOPE
33'-10"
66'-7"
24"x24" CHIMNEY
REF. DETAILS 06/D1 TO 08/D2
D1
D1
D1
D1
CLOSE OFF EXISTING GABLE VENTS
PROVIDE NEW WOOD CRICKET
18" WIDE STRIP OF ICE AND
WATER UNDERLAYMENT AROUND
CHIMNEY
18"
18"
2'-11"
2'
1'-11 1/2"
1'-3 1/2"
6'-0" WIDE OF ICE AND WATER
UNDERLAYMENT UP THE SLOPE
6'-0" WIDE OF ICE AND WATER
UNDERLAYMENT UP THE SLOPE
D1
D3 A06
A05 D3
D3 A03
D3 A05
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D3 A03
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TOTAL 4,278
SQ. FT.
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TOTAL 2,253
SQ. FT.
90% CHECK SET
GENERAL NOTES
1. WORK SHALL BE PERFORMED IN
ACCORDANCE TO THE SPECIFICATIONS
AND MANUFACTURER REQUIREMENTS.
2. BIDDER SHALL VERIFY ALL QUANTITIES
PRIOR TO SUBMITTING A BID.
3. EQUIPMENT SHOWN IS APPROXIMATE IN
SIZE AND LOCATION.
4. REMOVE AND REPLACE ALL EAVE AND
RAKE FASCIA AT BOTH BUILDINGS AS
SPECIFIED.
5. REPLACE ANY DAMAGED DECKING WITH
NEW TO MATCH EXISTING
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ISSUED TO BID
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REVISED 2
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APPROVED
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M0652-DRAWINGS
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SIGN SHOP IMPROVEMENTS
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STATE OF MICHIGAN - DEPT. OF NATURAL RESOURCES
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HARTWICK PINES STATE PARK
AutoCAD SHX Text FILE No.751/20042.HJD INDEX No. 5407
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ROOF AREAS
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D1
02FOR TYPICAL ROOF
CONSTRUCTION PROFILE
SEE DETAIL
NEW
SHINGLES
1/4" TO 1/2"
OVERHANG
NEW STARTER STRIP
NEW 1.5" METAL EAVE
TRIM - NAILED 4" O.C.
NEW RIBBED FASCIA .027"
ALUMINUM - SECURED AT 12"
O.C. AT TOP AND BOTTOM
EXISTING SOFFIT VENTS TO BE REMOVED
AND REPLACED WITH CONTINUOUS STRIP
VENT AS SPECIFIED
EXISTING T1-11
SIDING TO REMAIN
GENERAL NOTES
1.) REPLACE ALL WOOD FASCIA AND
SOFFIT, CLEAN, PRIME AND PAINT
(EXPOSED AREAS OF SOFFIT AND
FASCIA) AS SPECIFIED.
2.) PROVIDE NEW SOFFIT VENTS AS
SPECIFIED.
EXISTING WOOD SOFFIT AND FASCIA TO BE
REPLACED INCLUDED ASSOCIATED TRIM
6'-0"
EXTENT OF SELF-ADHERED
UNDERLAYMENT
FULL-WIDTH DIMENSIONAL LAMINATED SHINGLES.
TYPICAL FOUR-NAIL PATTERN USED WITH
GENERAL NOTES
APPROXIMATE FASTENER LOCATIONS FOR THE
ALL WEIGHTS AND DIMENSIONS ARE APPROXIMATE.
GENERAL NOTES
1.)
SHINGLE SURFACE ATTRIBUTE TO LEAKAGE
UNDER AND OVERLYINGPENETRATION
DECK
INADEQUATE
DEEP, CUTS
INTO SHINGLE
DRIVEN TOO
UNDERDRIVEN OVERDRIVEN
PLYWOOD
UNDERLAYMENT
HEAD MAY CUT
ON LOWER SLOPES
SHINGLES, COULD
DRIVEN CROOKED,
DECK
ROOF
1.)
SHINGLES
ASPHALT
CROOKED
SHINGLES ARE FULL WIDTH
STARTER SHINGLE STRIP - ADJACENT
CUT APPROX. 6" FROM FIRST FULL WIDTH
EDGE - NAIL SPACING 6"
NAILS LOCATED 2 1/2" FROM
TO MANUFACTURER'S RECOMMENDATIONS
EXTEND 1/4" TO 3/4" ACCORDING
THE EAVE EDGE
PLACED DOWNSLOPE ALONG
ROOF EAVE
STRIP POSITIONED
INSTALL WITH THE CUT EDGE
CUT OFF THE TABS AND
DOWNSLOPE ALONG
SELF-SEALING ADHESIVE
6-
1/ 2"
14"1" 10 3/4"
5/
8"
14" 1"
5th COURSE
3rd COURSE
1st COURSE
2nd COURSE
4th COURSE
METAL DRIP EDGE OVER UNDERLAYMENT
6th COURSE
REMOVE THESE PORTIONS
DRIVEN STRAIGHT
FIRMLY AGAINST THE
GOOD PENETRATION,
AND HEAD BEARS
PATTERN SHOWN IS FOR METRIC SIZES SHINGLES.2.)
GENERAL NOTES
1.) IN ALL CASES WHERE THE DRAWINGS MAY CONFLICT
WITH THE SCOPE OF WORK DOCUMENT, THE MORE
STRINGENT WORK DOCUMENT SHALL PREVAIL.
SELF-ADHERING
RUBBERIZED
ASPHALT
MEMBRANE
REQUIRED
NAIL
LINE
AREA
1.5"
APPLY TWO BEADS OF SEALANT TO TOP OF RAKE,
SIDING
NEW .019" PREFINISHED ALUMINUM "D" STYLE
NEW FELT UNDERLAYMENT
SHALL EXTEND TO FACE OF WALL
AND SHALL BE BELOW NEW RAKE METAL
TRIM SHINGLES FLUSH WITH EDGE OF RAKE
FACE OF NEW RAKE SHALL COVER
PRIOR TO APPLICATION OF NEW SHINGLES
NEW SHINGLES AND STARTER STRIP
GENERAL NOTES
1.)
NEW RIBBED ALUMINUM
FASCIA .027" SECURED 12"
O.C. AT TOP AND BOTTOM
EXISTING T1-11
SIDING TO REMAIN
EXISTING WOOD DECK
REPLACE WOOD FASCIA AND SOFFIT, CLEAN,
PRIME AND PAINT (EXPOSED AREAS OF FASCIA
AND SOFFIT) AS SPECIFIED.
EXISTING WOOD SOFFIT AND
FASCIA TO BE REPLACED
INCLUDING ASSOCIATED TRIM
REFER TO RAKE DETAIL No. 5
2"
36"
REFER TO DETAILS No. 3 AND No. 4
FIRST AND SUCEEDING COURSES OF
UNDERLAYMENT TO BE 36" WIDE AND
LAPPED 2"
PLIES OF
SELF-ADHERING
UNDERLAYMENT
MATERIAL
ADHERED UP TO A
POINT
APPROXIMATELY
70" ABOVE EAVE
((2) 36" WIDE
STRIPS WITH A 2"
LAP)
STAGGER BACK-NAIL
SHEETS OR STAPLE
UNDERLAYMENT, AS
NEEDED
EXISTING CLIPS MAY EXIST
EXISTING WOOD DECK - REMOVE AND REPLACE ON
A UNIT PRICE BASIS
2"
EXISTING WOOD DECK
NEW FELT UNDERLAYMENT
GENERAL NOTES
1.)
(2) FASTENERS PER TAB
APPLY IN SHINGLE FASHION
IN DIRECTION OF PREVAILING WIND
3/4"
NEW LOW PROFILE RIDGE VENT
INSTALL PER MANUFACTURERS
RECOMMENDATIONS
TRIM SHINGLE
OR HIP
NEW RIDGE CAP SHINGLE
APPROX. 1"
CENTER OF RIDGE
5"
5"
STOP RIDGE VENT 12" BACK
FROM RAKES.
TRIM DECKING BACK FROM
RIDGE APPROX. 3/4" EITHER
SIDE OF CENTER RAFTER
(LEAVE SOLID DECK FOR 24" AT
RAKES OR WALLS)
3/4"
EXISTING WOOD JOIST
UNDERLAYMENT
MEMBRANE
TURNED UP WALL
STEP FLASHING (MIN. 8"x10")
RIVET AND SEAL ALL
CORNERS WATERTIGHT
APRON FLASHING
TRIM CORNERS ON A 45° ANGLE
2" M
IN
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IN
1" M
IN.
BEAD OF APPROVED SEALANT
5" MIN.
6" M
IN.
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RIDGE VENT 06
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D1
CONSTRUCTION PROFILE 02 EAVE D1 CONSTRUCTION PROFILE - UNDERLAYMENT D1
D1RAKE EDGE D1
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CHIMNEY FLASHING UPSLOPE
90% CHECK SET
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%%U STARTER SHINGLE CUT FROM FULL WIDTH SEALING SHINGLES
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%%U PROPERLY
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%%U DRIVEN
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%%U EXAMPLE OF FASTENER SET FOR SHINGLE NAILS
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%%U IMPROPERLY DRIVEN
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STARTER COURSE
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%%U FIELD APPLICATION
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%%U APPROXIMATE PATTERN AT RAKE
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FULL SHINGLE
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%%U NAIL LOCATION DIAGRAM
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2" HEADLAP
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M0652-DRAWINGS
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SIGN SHOP IMPROVEMENTS
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STATE OF MICHIGAN - DEPT. OF NATURAL RESOURCES
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HARTWICK PINES STATE PARK
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NEW APRON FLASHING
GENERAL NOTES
1.)
5" MIN.
NEW SHINGLES
EXISTING MASONRY (NOT SHOWN FOR CLARITY)
LEAD WEDGE 8" O.C.
NEW SEALANT
1"
NEW 24 GA. PREFINISHED GALVANIZED
COUNTERFLASHING
SHINGLES NOT SHOWN (ON HIGH SIDE), BUT SHALL
ALLOW FOR 2" OF METAL FLASHING TO REMAIN OPEN ON
HIGH SIDE.
NEW SELF-ADHERED UNDERLAYMENT, TURN
UP WALL UNDER COUNTERFLASHING -
TERMINATE AND SEAL AS REQUIRED BY
MANUFACTURER - PROVIDE MIN. 18" WIDE
STRIP ON DECK AROUND ALL SIDES OF
CHIMNEY
2.) STEP COUNTERFLASHING AT SIDES.
EXISTING WOOD SHEATHINGEXISTING 2x WOOD FRAMING
AROUND CHIMNEY - AREAS OF
WATER DAMAGED BLOCKING
MAY BE PRESENT - REPLACE
ROTTED OR DAMAGED WOOD
BLOCKING (UNIT PRICE)
2" MIN.
CUT REGLET JOINT A MINIMUM OF 1" DEEP
EXACT JOINTS TO RECEIVE NEW FLASHING
SHALL BE FIELD DETERMINED
NEW SELF-ADHERED
UNDERLAYMENT, TURN UP AND
WRAP NEW WOOD FULL TO TOP
NEW 24 GA. SADDLE
FLASHING
GENERAL NOTES
1.) SHINGLES NOT SHOWN (ON HIGH SIDE), BUT SHALL
ALLOW FOR 2" OF METAL FLASHING TO REMAIN OPEN ON
HIGH SIDE.
STRIP-IN HIGH SIDE
WITH MIN. 24" WIDE
STRIP OF
SELF-ADHERED
UNDERLAYMENT
2x4 BLOCKING
~ 12"
~ 6"
CONSTRUCT NEW
CRICKET FROM
WOOD SHEATHING
LEAD WEDGE 8" O.C.
NEW SEALANT
1"
NEW 24 GA. PREFINISHED GALVANIZED
COUNTERFLASHING
CUT REGLET JOINT A MINIMUM OF 1" DEEP
EXACT JOINTS TO RECEIVE NEW FLASHING
SHALL BE FIELD DETERMINED
2" MIN.
NEW PREFINISHED 24 GA. GALVANIZED STANDING SEAM PANEL
NEW 24 GA. GALVANIZED CLIP -
ATTACHED AT 9 INCHES O.C.
NEW BUTYL TAPE SEALANT
NEW PREFINISHED 24 GA. STEEL FASCIA
2.5"
1"
D2 A01
NEW 24 GA. GALVANIZED CONCEALED EXPANSION CLIP
ATTACHED TO SHEATHING WITH No. 12 SCREW
NEW PREFINISHED 24 GA. GALVANIZED
FLASHING ATTACHED TO DECK WITH No. 12
SCREW
FOR TYPICAL ROOF
CONSTRUCTION PROFILE
SEE DETAIL
3'-0"
EXISTING T1-11 SIDING
TO REMAIN
GENERAL NOTES
1.) PROVIDE SHIMS ON ROOF DECK, IF
REQUIRED BY PANEL MANUFACTURER.
2.) INSTALL PANELS IN ACCORDANCE WITH THE
MANUFACTURER'S INSTRUCTIONS.
NEW SEALANT BETWEEN PANELS
3" 1.5"
REMOVE AND REPLACE EXISTING
WOOD FASCIA AND SOFFIT AND
PROVIDE NEW VENT STRIP AS
SHOWN IN DETAIL 3/D1
4"
12"
16" or 18"
2"
NEW 24 GA. PREFINISHED GALVANIZED STANDING SEAM PANELS
NEW 24 GA. GALVANIZED CONCEALED CLIP
ATTACHED TO SHEATHING WITH
No. 12 SCREWS
EXISTING WOOD FRAMING
EXISTING WOOD DECKING
NEW HIGH TEMPERATURE SELF-ADHERED UNDER LAYMENT AS SPECIFIED
1.
GENERAL NOTES
PROVIDE 180° DOUBLE-LOCK MECHANICAL SEAMS.
TYP. PANEL CLIP SECURED WITH (2)
FASTENERS PER CLIP - CONTRACTOR TO
SUBMIT LAYOUT FOR FIXED AND
FLOATING CLIP LOCATIONS
2"
FOR TYPICAL ROOF
CONSTRUCTION
PROFILE SEE DETAIL
A01 D2
PANEL VERTICAL SEAM
SNOW RETENTION SYSTEM
ATTACHED TO EVERY PANEL SEAM
WITH NON-PENETRATING SCREWS
ACCEPTED BY SYSTEM
MANUFACTURER (SEE ROOF PLAN
LAYOUT)
NEW PANEL
SNOW GUARD SHALL BE ALPINE
SIMPLEGUARD STANDING SEAM FENCE -
STYLE SNOW GUARD, S-5! COLORGARD,
OR PRE-APPROVED EQUAL
METAL TRIM TO MATCH
PANEL COLOR
SET SNOWGUARD AT 24"
UP FROM EAVE
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07 CHIMNEY COUNTERFLASHING (HEAD WALLS) 08
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CHIMNEY REPAIRS
TUCKPOINT ALL MORTAR JOINTS, CLEAN AND
APPLY ELASTOMERIC COATING TO ALL CMU
SURFACES. ANY NECESSARY REPAIRS AT CHIMNEY
CAP AND FLUE TO BE DETERMINED IN THE FIELD.
ALL MASONRY WORK TO BE HANDLED ON A UNIT
COST BASIS.
90% CHECK SET
LOCATION OF NEW
COUNTERFLASHING
SEE DETAIL 07/D2
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ISSUED TO BID
D2
09 ROOF CURB - TOP SIDE
A03 D2
A01 ALTERNATE METAL PANEL ROOF PROFILE A02 ALTERNATE EAVE DETAIL D2 D2ALTERNATE SNOW GUARD DETAIL
ISSUED TO BID
AutoCAD SHX Text CAD FILE No.:
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
INITIALS/DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
REVISED 3
AutoCAD SHX Text
REVISED 1
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
REVISED 2
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
M0652-DRAWINGS
AutoCAD SHX Text
SIGN SHOP IMPROVEMENTS
AutoCAD SHX Text
STATE OF MICHIGAN - DEPT. OF NATURAL RESOURCES
AutoCAD SHX Text
HARTWICK PINES STATE PARK
AutoCAD SHX Text FILE No.751/20042.HJD INDEX No. 5407
AutoCAD SHX Text D2
AutoCAD SHX Text 8/26/2024
AutoCAD SHX Text 8/26/2024
AutoCAD SHX Text
PHASE 500
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AutoCAD SHX Text 9/5/2024
AutoCAD SHX Text 9/16/2024
NEW PREFINISHED 24 GA. GALVANIZED STANDING SEAM PANEL
NEW 24 GA. GALVANIZED CLIP -
ATTACHED AT 9 INCHES O.C.
NEW BUTYL TAPE SEALANT
D2 A01
NEW PREFINISHED 24 GA. GALVANIZED
FLASHING ATTACHED TO WOOD PURLIN
WITH No. 12 SCREW
FOR TYPICAL ROOF
CONSTRUCTION PROFILE
SEE DETAIL
EXISTING TONGUE AND GROOVE OVERHANG
1/2"
NEW PREFINISHED 24 GA.
THICK STEEL METAL FASCIA
2" 1"
GENERAL NOTES
1.) PROVIDE SHIMS ON ROOF DECK, IF
REQUIRED BY PANEL MANUFACTURER.
2.) INSTALL PANELS IN ACCORDANCE WITH THE
MANUFACTURER'S INSTRUCTIONS.
REMOVE AND REPLACE EXISTING WOOD
FASCIA AND SOFFIT AND PROVIDE NEW
VENT STRIP AS SHOWN IN DETAIL 4/D1
NEW VARIABLE LENGTH
PANEL CLOSURE
NEW NO. 18 SCREWS @ 16"-18" O.C.
EPDM WASHER AT RIBS
NEW RIDGE VENT COVER
NEW RIDGE VENT
TWO No. 12 SCREWS
EXISTING WOOD TRUSS
RIBS AT METAL PANEL CLOSURE.
SEALANT TO BE APPLIED BETWEEN PANEL1.
GENERAL NOTES
D2
FOR TYPICAL ROOF
CONSTRUCTION
PROFILE SEE DETAILS
A01
NEW APPROVED SEALANT
NEW BACKUP STRAP
SPECIAL END CLOSURES SHALL BE
RIBS AT METAL PANEL CLOSURE.
2.)
3.) RIDGE VENT TO BE INSTALLED PER PANEL
MANUFACTURER'S RECOMMENDATIONS.
4.) SPECIAL END CLOSURE AT RAKE ENDS.
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90% CHECK SET
He lm S t., S ui te
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ALTERNATE RIDGE VENTA05A04
D3 ALTERNATE RAKE EDGE D3
ISSUED TO BID
ISSUED TO BID
AutoCAD SHX Text CAD FILE No.:
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
INITIALS/DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
REVISED 3
AutoCAD SHX Text
REVISED 1
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
REVISED 2
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
M0652-DRAWINGS
AutoCAD SHX Text
SIGN SHOP IMPROVEMENTS
AutoCAD SHX Text
STATE OF MICHIGAN - DEPT. OF NATURAL RESOURCES
AutoCAD SHX Text
HARTWICK PINES STATE PARK
AutoCAD SHX Text FILE No.751/20042.HJD INDEX No. 5407
AutoCAD SHX Text D3
AutoCAD SHX Text 8/26/2024
AutoCAD SHX Text 8/26/2024
AutoCAD SHX Text
PHASE 500
AutoCAD SHX Text P
AutoCAD SHX Text L
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AutoCAD SHX Text I
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AutoCAD SHX Text 9/5/2024
AutoCAD SHX Text 9/16/2024
| Sheets and Views |
| COVER |
| dc9134b0-c48f-4ee8-adac-999da85efe08.pdf |
| Sheets and Views |
| RP1 |
| a0dfeca9-359e-43b9-adf1-8b3d609d2ee7.pdf |
| Sheets and Views |
| D1. |
| f442df93-2e8f-4727-bb88-9d3bcdeddc54.pdf |
| Sheets and Views |
| D2 |
| f5979623-a730-43ec-bf88-9d28dc620a47.pdf |
| Sheets and Views |
| D3 |
File details come from the government source that posted it. Updated .