Drawings_RolstonCabinRebid_16157.pdf

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SHEET NUMBERPROJECT NUMBER

PROJECT DATE

CHECKED BY

SHEET TITLE

COPYRIGHT 2024C

Saginaw, Michigan 48607 989 752 8107

100 S Jefferson Ave, Suite 601

WTAARCH.COM

ARCHITE SCT

(989) 894-4300 F (989) 894-9930 www.macmillanassociates.com

714 EAST MIDLAND STREET BAY CITY, MICHIGAN 48706

MacMILLAN ASSOCIATES

CONSULTING ENGINEERS

2/ 3/

1:

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PROJECT TITLE

DATENO. REVISION

ROLSTON CABIN

HOLLY RECREATION AREA

HOLLY MICHIGAN

2016062

51023

INDEX NO.

751/16157.BDW

FILE NO.

P L U R I B U E

S U N U M

C I R C U M S P I C E

S I QU EREI S PENI NSUL AM A MOE NA M

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM P. LACH, RA, DIRECTOR

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

RENOVATIONS TO:

06-06-2450% OWNER REVIEW

10-08-24PHASE 500, 50% OWNER REVIEW

12-11-24PHASE 500, 90% OWNER REVIEW

01-17-25ISSUED FOR BIDS

07-18-25ISSUED FOR RE-BIDS

CABIN AND WOOD SHED

FRAMING PLAN, NOTES AND

DETAILS

BEM

S1.01SHED FRAMING PLAN

1/4"=1'-0"

NORTH

S1.01

LEGEND

WP1 - WOOD POST - 4x4 PRESSURE TREATED

WP2 - WOOD POST - 6x6 PRESSURE TREATED

F1- FOOTING- 12" DIAMETER X 6" THICK CONCRETE

F2- FOOTING- 16" DIAMETER X 6" THICK CONCRETE

EXISTING WOOD RAFTERS AT 2'-0" O.C.

WP2

WP2

WP2

S2.01

S2.02

S2.02

S2.01

(2)2x8 - 2 SPAN

(2)2x12

2x12

2x12 AT 1'-4" O.C.

WP1

WP1

(2)2x12

(2 )2 x1

(2 )2 x1

WP1

W P1

(2)2x12 2-SPAN

W P1

W P1

CABIN/PORCH PLAN

1/4"=1'-0"

NORTH

SHED SECTION

1/2"=1'-0"

GRADE

REMOVE AND

REPLACE EXISTING

CMU WALL TO INSTALL

NEW POST 3'

-6 " M

IN

CONCRETE FOOTING,

SEE PLAN

EX CONCRETE SLAB

POST, SEE PLAN

PRESSURE TREATED

2X8 SILL PLATE

2X4 GIRT AT 4'-0" OC MAX

WITH (4)#16d NAILS

NEW VERTICAL LOG

SIDING, SEE ARCH

DRAWINGS

EX RAFTER

EX ROOF

EX RAFTER

WOOD BEAM,

SEE PLAN

(6) 5/16"x4" GRK SCREWS EACH SIDE

OF POST (12 TOTAL) AT MIDDLE POST

(3) 5/16"x4" GRK SCREWS EACH SIDE

OF POST (6 TOTAL) AT END POSTS

S1.01

F2

F2

F2

F1

F1

F1

F1

W P1

F1

F1 F1

W P1

F1

GENERAL

1. VERIFY DIMENSIONS BEFORE COMMENCING WORK. REPORT DISCREPANCIES TO

THE ARCHITECT.

2. ALL WORK SHALL CONFORM TO MICHIGAN BUILDING CODE 2015.

3. DESIGN LOADS

a. DESIGNED IN ACCORDANCE WITH MICHIGAN BUILDING CODE 2015.

b . ROOF SNOW LOAD:

GROUND SNOW LOAD PG = 25 PSF

FLAT ROOF SNOW LOAD, PF = 21 PSF

SNOW EXPOSURE FACTOR, CE = 1.0

SNOW LOAD IMPORTANCE FACTOR, I = 1.0

THERMAL FACTOR, CT = 1.2

c. PORCH FLOOR LIVE LOAD: 60 PSF

d. WIND LOADS:

BASIC WIND SPEED VULT = 115 MPH

VASD = 90 MPH

WIND EXPOSURE B

INTERNAL PRESSURE COEFFICIENT, GC PI = +/- 0.18

FOUNDATION NOTES

1. FOUNDATIONS ARE DESIGNED BASED ON SOIL BEARING OF 2000 PSF. IF SOIL OF

THIS CAPACITY IS NOT FOUND AT THE ELEVATION NOTED, ENLARGE OR LOWER

FOOTINGS AT THE DIRECTION OF THE ARCHITECT/ENGINEER.

2. CENTER FOOTINGS UNDER COLUMNS UNLESS NOTED.

CONCRETE NOTES

1. ACI BUILDING CODE (318); MANUAL OF STANDARD PRACTICE FOR DETAILING (315)

FOR THE MIXING, FABRICATION AND PLACEMENT OF CONCRETE, REINFORCING

STEEL, AND ACCESSORIES.

2. CONCRETE STRENGTH - (STANDARD) WEIGHT CONCRETE:

FOOTINGS: F'C = 3000 MINIMUM PSI

3. REINFORCING - BARS: ASTM A-615 GRADE 60

WELDED WIRE FABRIC: ASTM A-1064

4. WATER/CEMENT RATIO LIMITS:

F'C = 3000 PSI 0.68 NON-AIR ENTRAINED, 0.50 AIR ENTRAINED

5. SLUMP LIMITS:

3” FOR FOUNDATIONS

WOOD FRAMING

1. DIMENSIONAL FRAMING MATERIAL SHALL BEAR THE GRADE MARK OF AN ALSC

APPROVED AGENCY, KILN DRIED, AND HAVE THE FOLLOWING MINIMUM STRESS

GRADE:

2x4 SHED WALL GIRTS: SPRUCE-PINE-FIR, CONSTRUCTION GRADE OR BETTER.

2x4 AND LARGER: SOUTHERN PINE #2 PRESSURE TREATED.

REPLACEMENT LOGS: RED PINE

2. WOOD TO BE IN CONTACT WITH CONCRETE, MASONRY, OR GRADE SHALL BE

PRESSURE TREATED.

RIDGE

S2.02

JOIST CONNECTION

1 1/2"=1'-0"

WOOD JOIST, SEE PLAN

WOOD DECKING, SEE ARCH

SIMPSON STRONG TIE

LUS28 FACE MOUNT HANGER

WOOD BEAM,

SEE PLAN

NOTE RAILING IS NOT SHOWN,

SEE ARCH. DRAWINGS

S1.01

5'-0 3/4"

EX FLOOR JOIST

SPAN, SEE NOTE 1

EX FLOOR JOIST

SPAN

W P1

F1

WOOD STEPS, SEE

ARCH DRAWINGS

WOOD STAIR

STRINGERS

NOTE:

1. DOORS ARE CURRENTLY NOT ABLE TO SWING OPEN FULLY DUE TO

SLOPED FLOOR JOIST DUE TO DETERIORATED BEARING LOGS. THE

FLOOR JOIST WILL NEED TO BE JACK UP AND RE LEVELED BEFORE

REPLACEMENT LOGS ARE INSTALLED.

CHECKED BY

SHEET TITLE

COPYRIGHT 2024C

Saginaw, Michigan 48607 989 752 8107

100 S Jefferson Ave, Suite 601

WTAARCH.COM

ARCHITE SCT

(989) 894-4300 F (989) 894-9930 www.macmillanassociates.com

714 EAST MIDLAND STREET BAY CITY, MICHIGAN 48706

MacMILLAN ASSOCIATES

CONSULTING ENGINEERS

2/ 3/

1:

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PROJECT TITLE

DATENO. REVISION

ROLSTON CABIN

HOLLY RECREATION AREA

HOLLY MICHIGAN

2016062

51023

INDEX NO.

751/16157.BDW

FILE NO.

P L U R I B U E

S U N U M

C I R C U M S P I C E

S I QU EREI S PENI NSUL AM A MOE NA M

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM P. LACH, RA, DIRECTOR

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

RENOVATIONS TO:

06-06-2450% OWNER REVIEW

10-08-24PHASE 500, 50% OWNER REVIEW

12-11-24PHASE 500, 90% OWNER REVIEW

01-17-25ISSUED FOR BIDS

07-18-25ISSUED FOR RE-BIDS

ELEVATIONS

BEM

S2.01

WEST ELEVATION

1/2"=1'-0"

NORTH ELEVATION

1/2"=1'-0"

KEYED NOTES

REMOVE AND REPLACE FULL LENGTH LOG

REMOVE AND REPLACE FULL LENGTH LOG,

NOTCH NEW LOG FOR EXISTING ROUND LOG

FLOOR JOIST

EXISTING END BEARING POST TO BE REMOVED

AND REPLACE

HOLES IN END OF LOGS, LOGS ARE STILL SOLID.

FILL HOLES WITH CAULK

REPLACE HALF LOG SKIRTING

ENDS OF LOGS ARE ROTTED AND NEEDS TO BE

REMOVED AND REPLACED

1 1

S2.01

S2.01

EXISTING ACCESS DOOR

DECK FRAMING NOT SHOWN FOR CLARITY,

SEE PLAN S1.01 FOR DECK FRAMING

NOTES

1. SHORE EXISTING WALL AND FLOOR FRAMING AS REQUIRE TO REPLACE

LOGS.

2. RE LEVEL FLOOR JOIST BEFORE ADDING REPLACEMENT LOG ON NORTH

AND SOUTH SIDE.

3. ALL NEW MEMBERS SHALL MATCH THE SIZE AND DIAMETER OF THE

EXISTING MEMBERS.

4. SEE ARCHITECT SHEET A5.01 FOR ADDITIONAL LOG RESTORATION

NOTES.

CHECKED BY

SHEET TITLE

COPYRIGHT 2024C

Saginaw, Michigan 48607 989 752 8107

100 S Jefferson Ave, Suite 601

WTAARCH.COM

ARCHITE SCT

(989) 894-4300 F (989) 894-9930 www.macmillanassociates.com

714 EAST MIDLAND STREET BAY CITY, MICHIGAN 48706

MacMILLAN ASSOCIATES

CONSULTING ENGINEERS

2/ 3/

1:

A

M R

AI

N

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M

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TH

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PROJECT TITLE

DATENO. REVISION

ROLSTON CABIN

HOLLY RECREATION AREA

HOLLY MICHIGAN

2016062

51023

INDEX NO.

751/16157.BDW

FILE NO.

P L U R I B U E

S U N U M

C I R C U M S P I C E

S I QU EREI S PENI NSUL AM A MOE NA M

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM P. LACH, RA, DIRECTOR

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

RENOVATIONS TO:

06-06-2450% OWNER REVIEW

10-08-24PHASE 500, 50% OWNER REVIEW

12-11-24PHASE 500, 90% OWNER REVIEW

01-17-25ISSUED FOR BIDS

07-18-25ISSUED FOR RE-BIDS

ELEVATIONS

BEM

S2.02SOUTH ELEVATION

1/2"=1'-0"

EAST ELEVATION

1/2"=1'-0"

KEYED NOTES

REMOVE AND REPLACE FULL LENGTH LOG

REMOVE AND REPLACE FULL LENGTH LOG,

NOTCH NEW LOG FOR EXISTING ROUND LOG

FLOOR JOIST

EXISTING END BEARING POST TO BE REMOVED

AND REPLACE

HOLES IN END OF LOGS, LOGS ARE STILL SOLID.

FILL HOLES WITH CAULK

REPLACE HALF LOG SKIRTING

ENDS OF LOGS ARE ROTTED AND NEEDS TO BE

REMOVED AND REPLACED

EXISTING FLOOR JOIST

S2.02

S2.02

1 6

NOTES

1. SHORE EXISTING WALL AND FLOOR FRAMING AS REQUIRE TO REPLACE

LOGS.

2. RE LEVEL FLOOR JOIST BEFORE ADDING REPLACEMENT LOG ON NORTH

AND SOUTH SIDE.

3. ALL NEW MEMBERS SHALL MATCH THE SIZE AND DIAMETER OF THE

EXISTING MEMBERS.

4. SEE ARCHITECT SHEET A5.01 FOR ADDITIONAL LOG RESTORATION

NOTES.

CHECKED BY

SHEET TITLE

COPYRIGHT 2024C

Saginaw, Michigan 48607 989 752 8107

100 S Jefferson Ave, Suite 601

WTAARCH.COM

ARCHITE SCT

(989) 894-4300 F (989) 894-9930 www.macmillanassociates.com

714 EAST MIDLAND STREET BAY CITY, MICHIGAN 48706

MacMILLAN ASSOCIATES

CONSULTING ENGINEERS

2/ 3/

1:

A

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PROJECT TITLE

DATENO. REVISION

ROLSTON CABIN

HOLLY RECREATION AREA

HOLLY MICHIGAN

2016062

51023

INDEX NO.

751/16157.BDW

FILE NO.

P L U R I B U E

S U N U M

C I R C U M S P I C E

S I QU EREI S PENI NSUL AM A MOE NA M

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM P. LACH, RA, DIRECTOR

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

RENOVATIONS TO:

06-06-2450% OWNER REVIEW

10-08-24PHASE 500, 50% OWNER REVIEW

12-11-24PHASE 500, 90% OWNER REVIEW

01-17-25ISSUED FOR BIDS

07-18-25ISSUED FOR RE-BIDS

DEMOLITION AND REVISED

ELECTRICAL FLOOR PLANS

BAV

E1.01

DEMOLITION ELECTRICAL FLOOR PLAN

1/4"=1'-0"

REVISED ELECTRICAL FLOOR PLAN

1/4"=1'-0"

NORTHNORTH

96"

96"

72"

72"

S

S

M EX

EX MASK

EX PANEL

S

SD

SD

S S

M

SD EX

EX MAST

EX PANEL

GENERAL NOTES - REVISED

1. ELECTRICAL CONTRACTOR SHALL INSTALL ALL NEW

CABLING IN SURFACE MOUNTED CONDUIT. CONDUIT SHALL

BE PAINTED TO MATCH THE COLOR OF THE LOGS.

INTERIOR CONDUIT: SHALL BE EMT WITH COMPRESSION

FITTINGS

EXTERIOR CONDUIT: SHALL BE RIGID METAL CONDUIT

2. ALL RECEPTACLE SHALL BE TAMPER RESISTANT. AFCI/GFI

DUAL RATED DEVICES.

3. WIRE ALL EXIT LIGHTS AHEAD OF ANY SWITCHING OFF THE

LOCAL LIGHTING CIRCUIT.

GENERAL NOTES - DEMOLITION

1. ELECTRICAL CONTRACTOR SHALL REMOVE ALL

ROMEX CABLING BACK TO ELECTRICAL PANEL.

2. ALL ITEMS SHOWN DASHED SHALL BE REMOVED.

KEYED NOTES

ELECTRICAL CONTRACTOR SHALL REPLACE

DEVICE INSTALL NEW CONDUIT AND WIRING BACK

TO PANEL. UTILIZE THE CRAWLSPACE TO LIMIT

THE AMOUNT OF VISIBLE CONDUIT.CONDUIT

SHALL BE PAINTED TO MATCH THE COLOR OF THE

LOGS. TYPICAL FOR ALL CIRCUITS.

ELECTRICAL CONTRACTOR SHALL INSTALL NEW

SURFACE MOUNTED CONDUIT TO THE RANGE.

MATCH EXISTING ROMEX CABLE PATH.

ELECTRICAL CONTRACTOR SHALL WALL MOUNT

LIGHT FIXTURE ABOVE THE LOFT AS HIGH AS

POSSIBLE IN LOCATION SHOWN.

ELECTRICAL CONTRACTOR SHALL ROUTE RIGID

METAL CONDUIT DOWN WITHIN THE CRAWLSPACE

AND THEN STUBBED UP AND SURFACE MOUNTED

TO THE SIDE OF THE CABIN.

A 96"

A 96"

A

B

E/EM

B

B

E/EM

A 72"

A

A

A

A

(3)#3

(1)#6 GND

1 1/4"C

R

PA

-2 ,4

S

INV

LIGHT FIXTURE SCHEDULE

TYPE DESCRIPTION

A EXTRA SMALL LANTERN, CLEAR SEEDED GLASS

DIFFUSER, BACK PLATE WALL MOUNT, 75 WALT

MAX A19 BULB, ANTIQUE BRONZE FINISH

VISUAL COMFORT & CO. #OL14300ANBZ

B SMALL LANTERN, CLEAR SEEDED GLASS DIFFUSER,

BACK PLATE WALL MOUNT, 75 WATT MAX A19 BULB,

ANTIQUE BRONZE FINISH, WET LOCATION LISTED

VISUAL COMFORT & CO. #OL14301ANBZ

E/EM LED LAMP HEAD NICKEL-CADMIUM BATTERY EXIT

SIGN, WALL MOUNTED, SINGLE FACE PLATE, TWO

1.5W LEDS, BLACK HOUSING, RED LETTERING, HIGH

OUTPUT, REMOTE CAPABLE

ACUITY #LHQM-LED-B-R-HO

ELECTRICAL SYMBOLS LIST

WALL MOUNTED LIGHT FIXTURE

EXIT LIGHT

SINGLE POLE SWITCH

DIMMER SWITCH

DUPLEX RECEPTACLE

SPECIAL RECEPTACLE

120V SMOKE DETECTOR

METER

ELECTRICAL PANEL

100 WATT UL924 LISTED INVERTER BODINE #ELI-S-250 OR EQUAL

EXISTING

ELECTRICAL CONTRACTOR

DASHED ITEMS DENOTES DEMOLITION

GROUND FAULT INTERRUPTER

SD

S

S

M

INV

EX

EC

GFI

RPA-10

14"

WR

GFI

TYP

GFI

RPA-5

RPA-12

GFI

RPA-7

48"

GFI

RPA-6

48"

GFI

RPA-6

RPA-7

GFI

RPA-5

RPA-8

14"

WR

GFI

RPA-10

RPA-10

100A

NEW EMERGENCY

SERVICE DISCONNECT

RPA-5

EX PANEL

RPA

EX METER

(SHALL

REMAIN)

M

NEW SERVICE

DISC 100 AMP

NEMA 3R

(3)#3

(1)#6 GND

1 1/4" RMC

(4)#3

(1)#6 GND

1 1/4" RMC

#6 GND

6'-0"

3/4"x10'

GND ROD

3/4"x10'

GND ROD

(4)#8

(1)#10 GND

1"C

RANGE

ELECTRICAL RISER DIAGRAM