Drawings 751-20042.HJD - Sign Shop Improvements.pdf

MER

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Site MapsLocation Map

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

AutoCAD SHX Text CAD FILE No.:

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DRAWN

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INITIALS/DATE

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APPROVED

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REVISED 3

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REVISED 1

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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

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

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

D3 A06

D3 A03

MER

CBC

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

ISSUED TO BID

AutoCAD SHX Text

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RP1

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RP1

AutoCAD SHX Text CAD FILE No.:

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DRAWN

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INITIALS/DATE

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APPROVED

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REVISED 3

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REVISED 1

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APPROVED

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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

RP1

AutoCAD SHX Text 8/26/2024

AutoCAD SHX Text 8/26/2024

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PHASE 500

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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

4" M

IN

1" M

IN.

BEAD OF APPROVED SEALANT

5" MIN.

6" M

IN.

5" MIN.

MER

CBC

RIDGE VENT 06

D1

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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AutoCAD SHX Text

%%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

AutoCAD SHX Text 30"

AutoCAD SHX Text

STARTER COURSE

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%%U FIELD APPLICATION

AutoCAD SHX Text

%%U APPROXIMATE PATTERN AT RAKE

AutoCAD SHX Text 18"

AutoCAD SHX Text 24"

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FULL SHINGLE

AutoCAD SHX Text 6"

AutoCAD SHX Text 12"

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%%U NAIL LOCATION DIAGRAM

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2" HEADLAP

AutoCAD SHX Text CAD FILE No.:

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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

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 D1

AutoCAD SHX Text 8/26/2024

AutoCAD SHX Text 8/26/2024

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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

MER

CBC

D2

07 CHIMNEY COUNTERFLASHING (HEAD WALLS) 08

D2

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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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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

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APPROVED

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REVISED 2

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APPROVED

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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

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AutoCAD SHX Text 9/5/2024

AutoCAD SHX Text 9/16/2024