2024-06-14 Addendum 1.pdf

F:\Projects\MIS037.02\Construction\Bidding\Addendum 1\2024-06-14 Addendum 1.docx

06/14/2024

ADDENDUM NO. 1

State of Michigan

Department of Technology, Management and Budget / DNR

3111 W. St. Joseph Street

Lansing, Michigan 48917

State of Michigan File No. 751/232443.JGH Century A&E Project No. MIS037.02

RE: DNR Plainwell District - Yankee Springs RA Contact Station

TO: PROSPECTIVE BIDDERS

This Addendum forms a part of the Contract Documents and modifies the original Bidding Documents dated 5/24/2024. This addendum is to be initialed and submitted as part of each Bidder's bid package.

Failure to do so may subject Bidder to disqualification. This Addendum No. 1 consists of 3 typed pages, revised contract Drawing No. CS1, A1.1, A3.0, and A7.0.

PRE-BID MEETING ATTENDANCE SHEET INCLUDED

REVISED SPECIFICATIONS

1) Section Front End "Appendix V" - See attached prevailing wages sheets for Barry County.

2) Section 03 35 43 Polished Concrete Finishing (Alternate 2) - Entire section revised.

3) Section 07 46 46

a) Part 1.6 QUALITY ASSURANCE Delete section. Mockups will not be required.

b) Part 2.2 FIBER-CEMENT SOFFIT - Delete section. Soffits to be aluminum soffits.

4) Section 08 14 16 Flush Wood Doors - part 2.4 FACTORY FINISHING - All doors to be field finished to match trims, casings, and wainscot.

5) Section 08 71 00 Hardware - Make the following changes to this section.

a) All hardware locks and levers to be Shlage J Series. Dover Style Lever as noted in Part 3.3 DOOR

HARDWARE SCHEDULE

b) Hardware set #1 - Remove all panic hardware and rim cylinders. Doors to swing in as shown on drawings.

c) Hardware set #2 - Delete closer and match closer for hardware set #4

d) Architect will accept other manufacturers other than BHMA manufacturers. Submitted products most show the product performance specifications and how they are equal to or better than spec.

Architect will have final approval through shop drawings.

6) Section 09 91 23 INTEIROR PAINTING - All interior painting to be latex paint. Both base and topcoat.

Finish to be satin finish. Colors to be selected by Architect from Manufacturer’s full range of colors.

Yankee Springs Contact Station

DTMB / DNR Plainwell District

6/14/2024

7) Closet shelf and clothes rod. Provide closet shelf system with 13" deep shelf and chrome-plated rod.

Brackets would be chrome plated and based off Knap & Vogt non-adjustable Heavy-Duty Series 1187.

Shelf material to be 1/2" thick minimum solid wood or laminated plywood. Final selection will be approved by architect during shop drawing phase.

REVISED DRAWINGS

1) Contract Drawing No. A3.0 is revised and re-issued and updated as follows.

a) Detail B/A3.0 - Revised interior base note to read 4" inch high in lieu of 6"

2) Contract Drawing No A1.1, A3.0, and A7.0 are revised and re-issued and updated as follows.

a) All exterior trim and siding, with the exception of the knotty pine at the porch soffit, are to be

Hardie board products. Delete references to knotty pine, and or cedar.

b) With the exception of the entry porch ceiling, all soffits to be pre-fabricated, continuously vented, aluminum soffits.

3) Contract Drawing No A1.1 and A3.0 are revised and re-issued and updated as follows.

a) To meet Hardie board warranty requirements, 12" high, , Hardie board trim at bottom of wall to be deleted and replaced with 8" high board. Top of new 8" board to be at same height as the 12" board shown in drawings.

4) Contract Drawing No CS1 and A7.0 are revised and re-issued and updated as follows.

a) See added detail 9/A7.0 for typical head detail at interior doors

b) Door schedule updated for new detail 9/A7.0

5) Interior trims, casings, wood doors, wainscot, and base trim to have transparent , UV resistant, stain finish. Architect to select final stain samples during shop drawings.

6) Exterior painting for Hardie board siding and trims to be (2) layers of exterior grade latex paint with an oil-based base coat primer acceptable for concrete substrates. Colors to be selected by Architect from manufacturers full range of colors during shop drawings.

NEW DRAWINGS

1. No new drawings issued.

END OF ADDENDUM NO. 1

Respectfully submitted, Century A&E

Derk Walkotten AIA, NCARB

Project Manager

Distribution: File, Jared Gavin-Helfrich (DTMB, Anne Watros (DTMB), and Justin Gerould (DNR)

Project Name: Yankee Springs Contact Station & Entrance Parking Project Number: MIS037.02

SECTION 03 35 43

POLISHED CONCRETE FINISHING

F:\Projects\MIS037.02\PM\Specs\Arch\03 35 43 Polished Concrete Finishing (Alternate 2).docx Page 1 CENTURY A&E

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the contract, including General and Supplementary Conditions and Division 01 Specification sections, apply to this section. If differing requirements are identified elsewhere (in these specifications or on drawings or separate instructions), the more stringent requirement shall be met.

1.2 SUMMARY

A. Section includes polished concrete finishing.

1.3 ACTION SUBMITTALS

A. Product Data: For each type of product.

PART 2 - PRODUCTS

2.1 LIQUID FLOOR TREATMENTS

A. Penetrating Liquid Floor Treatments for Polished Concrete Finish: Clear, waterborne solution of inorganic silicate or siliconate materials and proprietary components; odorless;

that penetrates, hardens, and is suitable for polished concrete surfaces.

PART 3 - EXECUTION

3.1 POLISHING

A. Polish: Level 3: High sheen, 800 grit.

B. Apply polished concrete finish system to cured and prepared slabs.

1. Machine grind floor surfaces to receive polished finishes level and smooth.

2. Apply reactive stain for polished concrete in polishing sequence and according to manufacturer's written instructions.

3. Apply penetrating liquid floor treatment for polished concrete in polishing sequence and according to manufacturer's written instructions, allowing recommended drying time between successive coats.

4. Apply penetrating stain for polished concrete in polishing sequence and according to manufacturer's written instructions.

5. Continue polishing with progressively finer-grit diamond polishing pads to gloss level, to match approved mockup.

6. Control and dispose of waste products produced by grinding and polishing operations.

7. Neutralize and clean polished floor surfaces.

3.2 STAINING - No staining. Provide natural finish.

END OF SECTION

WINDOW TYPES:

4' 0"

4' 0"

3'-0"3'-0"

W-1

FINISH FLOOR

2'

2'

6'

6' " 4' 0"

4' 0"

3'-0"3'-0"

W-2

FINISH FLOOR

2'

2'

6'

6'

W-3

FINISH FLOOR

2' 0"

2' 0"

3'-0"3'-0"

4'

4' "6'

6'

A (SOLID)A (SOLID)

DOOR TYPES:

B (HALF LITE)B (HALF LITE)

8"8"1'-8"1'-8"

2' 8"

2' 8"

3' 6"

3' 6"

8"8"

7' 0"

7' 0"

3'-0"3'-0"

3'-0"3'-0"

7' 0"

7' 0"

7' 2"

7' 2"

3'-4"3'-4"

F1F1

FRAME TYPES:

2" H

EA

D

2" H

EA

D

2"JAMBS2"JAMBS

E N T U R Y

Fa ci lit ie s D es ig n

C A E

C ra he n A ve nu e N E

- G ra nd R ap id s, M I 4

Te le ph on e:

(6 ) 4 -5 F ax 6) -5 W eb : w w w .c en tu ry ae .c om

PROJECT NO:

PROFESSIONAL SEAL

ADDENDUM 1

06-14-2024

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MIS-037.02

YANKEE SPRINGSYANKEE SPRINGS

2104 S BRIGGS RD, MIDDLEVILLE, MI 49333

CONTACT STATION & ENTRANCE PARKINGCONTACT STATION & ENTRANCE PARKING

DRAWING INDEXDRAWING INDEX

SHT.SHT.

NO.NO. DRAWING NAMEDRAWING NAME

CS1 COVER SHEET

C1.1 SITE PLAN

A0.1 SYMBOL LEGEND, ABBREVIATIONS, GENERAL NOTES

A1.1 FLOOR PLAN

A3.0 BUILDING SECTIONS

A7.0 ARCHITECTURAL DETAILS

M1.1 MECHANICAL PlANS & DETAILS

E1.0 ELECTRICAL SITE PLAN

E1.1 ELECTRICAL PLANSTATE MAP: NTS

GENERAL NOTES:

1. ALL CONTRACTORS ARE RESPONSIBLE FOR PROVIDING COMPLETE INSTALLATION OF ALL COMPONENTS AND SHALL COORDINATE THEIR SCOPE OF WORK WITH ALL OTHER TRADES PRIOR TO SUBMITTING BIDS TO ENSURE THERE ARE NO

MISSING OR DUPLICATE COMPONENTS WITHIN THEIR SCOPE.

2. DO NOT SCALE DRAWINGS. USE INDICATED DIMENSIONS ONLY.

3. SHOULD A CONTRACTOR FIND DISCREPANCIES OR AMBIGUITIES IN OR OMISSIONS FROM THE DRAWINGS OR SPECIFICATIONS, OR BE IN DOUBT ABOUT THEIR MEANING, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT

IMMEDIATELY.

4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON THE JOB DURING CONSTRUCTION LAYOUT AND ADVISE THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO PERFORMING ANY WORK OR ORDERING MATERIALS.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXISTING CONDITIONS ON-SITE AND ADVISING ARCHITECT OF

ANY DISCREPANCIES WITH DEMOLITION OR NEW WORK PRIOR TO PERFORMING ANY WORK.

6. CONTRACTOR SHALL NOTIFY ARCHITECT IF ANY UNFORESEEN STRUCTURAL OR UTILITY RELATED ISSUES ARISE DURING

DEMOLITION OR EXCAVATION.

7. ALL SPECIFIED ITEMS SHALL BE PROVIDED AND INSTALLED PER MANUFACTURERS WRITTEN REQUIREMENTS.

8. CAULK BETWEEN ALL DISSIMILAR SURFACES

9. PROVIDE BLOCKING FOR ALL SCCESSORIES & ELECTRICAL / PLUMBING/ MECHANICAL FIXTURES

BUILDING CODE INFORMATION (SEE SHEET A0.2 FOR DETAILED INFORMATION)

APPLICABLE CODES:

· BUILDING: 2015 MICHIGAN BUILDING CODE

· MECHANICAL: 2018 MICHIGAN MECHANICAL CODE (MMC)

· PLUMBING: 2018 MICHIGAN PLUMBING CODE (MPC)

· ELECTRICAL: 2023 NATIONAL ELECTRICAL CODE (NFPA 70) w/ MICHIGAN PART 8 RULES (AMENDMENTS)

· AMERICANS WITH DISABILITIES ACT OF 2010

BUILDING CONSTRUCTION TYPE:

· TYPE VB (CHAPTER - 6)

OCCUPANCY GROUPS:

· B-BUISNESS (CHAPTER 3)

ARCHITECT & STRUCTURAL:

CENTURY A&E FACILITIES DESIGN

277 CRAHEN AVE NE

GRAND RAPIDS, MI 49525

616-456-5227

DERK WALKOTTEN, AIA NCARB

(DESIGN PROFESSIONAL IN RESPONSIBLE

CHARGE OF PROJECT)

MECHANICAL & PLUMBING:

CENTURY A&E FACILITIES DESIGN

277 CRAHEN AVE NE

GRAND RAPIDS, MI 49525

616-456-5227

TODD MCCOY, P.E.

ELECTRICAL:

CENTURY A&E FACILITIES DESIGN

277 CRAHEN AVE NE

GRAND RAPIDS, MI 49525

616-456-5227

MATT TIPPING P.E.

ROOM FINISH SCHEDULE

ROOMROOM

NO.NO. ROOM NAMEROOM NAME

FLOORINGFLOORING WALLSWALLS CEILINGCEILING

REMARKSREMARKSMATERIALMATERIAL BASEBASE NORTHNORTH SOUTHSOUTH EASTEAST WESTWEST MATERIAL MATERIAL FINISH FINISH HEIGHT HEIGHT

100 RECEPTION AREA SEALED CONC. 4" WOOD KNOTTY PINE WAINSCOT /PT. KNOTTY PINE WAINSCOT / PT. KNOTTY PINE WAINSCOT /GYP. BD. PT. KNOTTY PINE WAINSCOT / PT. GYP. BD. PT. 8'-0" WAINSCOT TO 3'-6" SEE PLAN FOR LIMITS 101 SERVICE AREA SEALED CONC. 4" WOOD - KNOTTY PINE WAINSCOT / PT. KNOTTY PINE WAINSCOT /GYP. BD. PT. KNOTTY PINE WAINSCOT / PT. GYP. BD. PT. 8'-0" WAINSCOT TO 3'-6" SEE PLAN FOR LIMITS

102 OFFICE SEALED CONC. 4" WOOD PT. PT. PT. PT. GYP. BD. PT. 8'-0"

103 UNISEX SEALED CONC. 4" WOOD PT. PT. PT. PT. GYP. BD. PT. 8'-0"

104 COORIDOR SEALED CONC. 4" WOOD PT. PT. PT. PT. GYP. BD. PT. 8'-0"

DOOR SCHEDULE

NO.NO. ROOM NAMEROOM NAME

FRAMEFRAME DETAIL (#)DETAIL (#)

HARDWARE SETHARDWARE SET REMARKSREMARKSSIZESIZE TYPETYPE MATERIALMATERIAL GLAZINGGLAZING TYPETYPE MATERIALMATERIAL FINISHFINISH HEADHEAD JAMBJAMB SILLSILL THRESHOLDTHRESHOLD

100 RECEPTION AREA 3'-0" X 7'-0" X 1-3/4" B HM-INSUL-PT 1" INSUL. F1 HM PAINT 8/A7.0 5/A7.0 6/A7.0 YES 1

102A OFFICE 3'-0" X 7'-0" X 1-3/4" A WD-STAIN - F1 WD STAINED 9/A7.0 -- -- -- 2

102B OFFICE 4'-0" X 7'-0 BIFOLD A WD-STAIN - F1 WD STAINED 9/A7.0 -- -- -- 3 BI-FOLD DOORS 102C OFFICE 4'-0" X 7'-0 BIFOLD A WD-STAIN - F1 WD STAINED 9/A7.0 -- -- -- 3 BI-FOLD DOORS 103 UNISEX 3'-0" X 7'-0" X 1-3/4" A WD-STAIN - F1 WD STAINED 9/A7.0 -- -- -- 4 PROVIDE 3/4" UNDERCUT 104 COORIDOR 3'-0" X 7'-0" X 1-3/4" B HM-INSUL-PT 1" INSUL. F1 HM PAINT 8/A7.0 5/A7.0 6/A7.0 YES 1

LOCAL MAP: NTS

2104 S. BRIGGS RD,

MIDDLEVILLE, MI 49333

ADD ALTERNATES:

ALTERNATE #1: PROVIDE AND INSTALL ARCHITECTURAL STANDING SEAM METAL ROOF IN LIEU OF ASPHALT SHINGLES. SEE

SPECIFICATIONS

ALTERNATE #2: PROVIDE AND INSTALL POLISHED CONCRETE FLOOR ON INTERIOR OF BUILDING IN LIEU OF SEALED CONCRETE

FLOOR. SEE SPECIFICATIONS

WINDOW NOTES:WINDOW NOTES:

1. SEE SPECIFICATIONS. ALL SPECIFIED ITEMS

SHALL BE PROVIDED AND INSTALLED PER

MANUFACTURERS WRITTEN REQUIREMENTS.

2. SEE WINDOW DETAILS ON SHEET A7.0.

0"

0"

A A3.0

B A3.0

27'-0"27'-0"

A1.1

A1.1

A1.1

A1.1

12'-8"12'-8"

7' 3"

7' 3"

7' 1/ 2"

7' 1/ 2"

6"

6"

6' 1/ 2"

6' 1/ 2"16 /2

/2

10'-7 1/2"10'-7 1/2" 6'-0 3/4"6'-0 3/4" 8'-5 1/2"8'-5 1/2"

OFFICE

UNISEX

103 RECEPTION AREA

SERVICE AREA

102A

102B102C

1/ 2"

1/ 2"

3' 0"

3' 0"

7' 1/ 2"

7' 1/ 2"

3' 0"

3' 0"

3' 7"

3' 7"

5'-4"5'-4" 3'-0"3'-0" 3'-2"3'-2"

C A7.0

A7.0

A1.1

2' 0"

2' 0"

A7.0

A7.0

3' 3/ 4"

3' 3/ 4"

3' 0"

3' 0"

6' 1/ 2"

6' 1/ 2"

1'

1'

0"

0"

20'-9 1/2"20'-9 1/2" 3'-0"3'-0" 3'-2 1/2"3'-2 1/2"

2'-0"2'-0"

9' 6"

9' 6"

3'-0"3'-0"

A1.1

A1.1

A1.1

COORIDOR

ATTIC

ACCESS

LIMITS OF KNOTTY

PINE WAINSCOT

PROVIDE

ROD & SHELVING

3' 0"

3' 0"

A3.0 A3.0

A7.0

A A3.0

B A3.0

A1.1

A1.1

A1.1

A1.1

1/ 4"

1/ 4"

1/ 4"

1/ 4"

A7.0

HOLD FOUNDATION WALL

DOWN 8" AT ALL DOOR

OPENINGS (TYPICAL)

TO WALL 99'-4"

4" CONCRETE SLAB REINF

W/ 6x6 - W4.0xW4.0 OVER VAPOR

BARRIER ON 12" MIN. COMPACTED

SAND FILL - SEE NOTE ON SHEET

C1.1 FOR ELEV. COORDINATION

HOLD FOUNDATION WALL DOWN

8" AT ALL DOOR OPENINGS

(TYPICAL)

8" CONC. FOUNDATION WALL (TYPICAL)

8" CONC.

FOUNDATION WALL 17

8"

8"

1'

1'

3' 1/ 2"

3' 1/ 2"

3/ 4"

3/ 4"

14'-1 1/2"14'-1 1/2" 3'-2 1/2"3'-2 1/2"

27'-8 1/2"27'-8 1/2"

24" CONCRETE

SONOTUBE

FOUNDATION (TYP)

ELEV - 99'-4"

9'-8 3/4"9'-8 3/4"

32'-9 1/2"32'-9 1/2"

5'-9"5'-9"

25'-8 1/2"25'-8 1/2"

2'-0"2'-0"

CJ

CJ

CJ

CJ

8"8"

8"8"

2' 0"

2' 0"

TOP OF WALL

ELEV - 100'-8"

8"8"

8"8"

8"8"

8"8"

8"8" 8"8"

A A3.0

B A3.0

(3) 2x12'S

(3) 2x12'S

1'-0"1'-0"2'-0"2'-0"

1/ 2"

1/ 2"

1' 8"

1' 8"

1' 8"

1' 8"

ATTIC

ACCESS

PRE-ENGINEERED

WOOD TRUSSES @ 2'-0" o.c.

BRACING PER SSI

RECOMMENDATIONS

BRACING PER SSI

RECOMMENDATIONS

2x8 FLY

RAFTER

GABLE TRUSS

HOLD DOWN

TOP CORD 6"

2'-0"2'-0" 2'-0"2'-0"1'-0"1'-0" 26'-0"26'-0" 1'-3"1'-3"

GABEL

TRUSS

2x6 OUT

RIGGERS

@ 2'-0" O.C.

A7.0

FIN. FLOORFIN. FLOOR

100'-0"100'-0"

BEARING HEIGHTBEARING HEIGHT

108'-1 1/8"108'-1 1/8"

BOTT. OF FTGBOTT. OF FTG

96'-0"96'-0"

1 104

ASPHALT SHINGLE ROOF ALTERNATE #1

STANDING SEAM METAL ROOF

CONTINUOUS RIDGE VENT

TY

P.

TY

P.8"8"

TYP.TYP.

4"4"

TY

P.

TY

P.6"6"

TYP.TYP.

4"4"

TY

P.

TY

P.9"9"

HARDIE BD. FASCIA

HARDIE BD. TRIMED

BEAM

HARDIE BD. TRIMED

COLUMN

HARDIE BD.

EXTERIOR TRIM

HARDIE BD. 5"

REVEALED SIDING

WALL PACK W/ 10"x12"

HARDIE BD. EXTERIOR TRIM

WP W/ 6"x8" HARDIE BD.

EXTERIOR TRIM

WINDOW HEADWINDOW HEAD

107'-0"107'-0"

TYP.TYP.

6"6"

T

T T

T TEMPERED GLAZING REQUIRED IN THIS

GLAZING UNIT

A7.0

FIN. FLOORFIN. FLOOR

100'-0"100'-0"

BEARING HEIGHTBEARING HEIGHT

108'-1 1/8"108'-1 1/8"

BOTT. OF FTGBOTT. OF FTG

96'-0"96'-0"

ASPHALT SHINGLE ROOF ALTERNATE #1

STANDING SEAM METAL ROOF

CONTINUOUS RIDGE VENT

HARDIE BD. FASCIA

HARDIE BD.

EXTERIOR TRIM

HARDIE BD. 5"

REVEALED SIDING

HARDIE BD.

TRIMED BEAM

WP EMERGENCY GENERATOR OUTLET

W/ 6"x8" HARDIE BD. EXTERIOR TRIM

WP W/ 6"x8" HARDIE

BD. EXTERIOR TRIM

WINDOW HEADWINDOW HEAD

107'-0"107'-0"

HARDIE BD.

TRIMED COLUMN

FIN. FLOORFIN. FLOOR

100'-0"100'-0"

BEARING HEIGHTBEARING HEIGHT

108'-1 1/8"108'-1 1/8"

BOTT. OF FTGBOTT. OF FTG

96'-0"96'-0"

CONTINUOUS RIDGE VENT

FROSTED GLASS

APPLIQUE

HARDIE BD.

EXTERIOR TRIM

HARDIE BD. 5"

REVEALED SIDING

HARDIE BD. FASCIA

WALL PACK W/ 10"x12"

HARDIE BD. EXTERIOR TRIM

WP W/ 6"x8"

HARDIE BD.

EXTERIOR TRIM

EXHAUST CAP BY

MECHANICAL CONTRACTOR

WALL MOUNTED HEAT PUMP W/ (2) 4"

HARDIE BD. EXTERIOR TRIM COOR'D

LENGTH AND MOUNTING HEIGHT W/

MECHANICAL CONTRACTOR

REFRIGERANT PIPING

OUTLET W/ 6"x8" HARDIE

BD. EXTERIOR TRIM

WINDOW HEADWINDOW HEAD

107'-0"107'-0"

FIN. FLOORFIN. FLOOR

100'-0"100'-0"

B A3.0

BEARING HEIGHTBEARING HEIGHT

108'-1 1/8"108'-1 1/8"

BOTT. OF FTGBOTT. OF FTG

96'-0"96'-0"

C A7.0

CONTINUOUS

RIDGE VENT

HARDIE BD. FASCIA

HARDIE BD. TRIMED BEAM

HARDIE BD. 5"

REVEALED SIDING

HARDIE BD. TRIMED

COLUMN

HARDIE BD.

EXTERIOR TRIM

6" HARDIE BD. FASCIA

HARDIE BD. TRIMED

BEAM

HARDIE BD. TRIMED

COLUMN

HARDIE BD. 5"

REVEALED SIDING

1X HARDIE BD. TRIM,

SEE ELEVATION FOR

SIZE

HARDIE BD. 5" REVEALED

SIDING

HARDIE BD. EXTERIOR

TRIM

WP W/ 6"x8" HARDIE BD.

EXTERIOR TRIM

WINDOW HEADWINDOW HEAD

107'-0"107'-0"

TOP OF PIERTOP OF PIER

99'-4"99'-4"

A3.0 A3.0

T T

T TEMPERED GLAZING REQUIRED IN THIS

GLAZING UNIT

1'-6"1'-6" 4'-10"4'-10" 4'-3 1/2"4'-3 1/2"

1' 1/ 2"

1' 1/ 2"2 /4

2' /4

MOP RACK ABOVE

AT 70" VERIFY FINAL

LOCATION W/ OWNER

PRIOR TO INSULATION

FIN. FLOORFIN. FLOOR

100'-0"100'-0"

A1.1

A1.1

OPEN

3'-0"3'-0"3'-0"3'-0"2'-5"2'-5"

SOLID SURFACE

FLIP-UP

COUNTERTOP FALSE DRAWER

2'

2'

3' 6"

3' 6"

FIN. FLOORFIN. FLOOR

100'-0"100'-0"

8"8"

1"1" 1"1"

2'

2'

1' /4

1' /4

2'-0"2'-0"

GFI RECEPTACLE, SEE ELECTRICAL

FI

NI

SH

B

AC

K

DATA RECEPTACLE, SEE ELECTRICAL

FIN. FLOORFIN. FLOOR

100'-0"100'-0"

1"1" 1"1"

3' 6"

3' 6"

2'-0"2'-0"

PROVIDE 2" CLEAR CHASE

FOR POWER CONDUIT

CONDUIT, SEE

ELECTRICAL

FALSE DRAWER

DRAWER

ADJUSTABLE SHELFFI

NI

SH

B

AC

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SOLID SURFACE COUNTEROP

P-LAM BASE CABINET

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PROJECT NO:

SHEET NO.

DWG. SCALE:

DESIGN BY:

DRAWN BY:

As indicated

A1.1

DJW

HML

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MIS-037.02

1/4" = 1'-0" 1/4" = 1'-0"A1.1A1.1

2 Floor plan

1/4" = 1'-0" 1/4" = 1'-0"A1.1A1.1

1 FOUNDATION PLAN

N O R

TH

N O

1/4" = 1'-0" 1/4" = 1'-0"A1.1A1.1

3 ROOF FRAMING PLAN

N O

1/4" = 1'-0" 1/4" = 1'-0"A1.1A1.1

5 SOUTH ELEVATION

1/4" = 1'-0" 1/4" = 1'-0"A1.1A1.1

4 NORTH ELEVATION

1/4" = 1'-0" 1/4" = 1'-0"A1.1A1.1

8 WEST ELEVATION

1/4" = 1'-0" 1/4" = 1'-0"A1.1A1.1

9 EAST ELEVATION

No

RE

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3- -2

OW

NE

R

RE

VI

EW

DJ

W

-1 2-

O W

NE

R

RE

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EW

DJ

W

-0 3-

0% O W

NE

R

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-1 7-

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-2 4-

AD

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-1 4-

1/4" = 1'-0" 1/4" = 1'-0"A1.1A1.1

6 ENLARGED RESTROOM PLAN

5 6

TOILET ACCESSORIES

42" HORIZONTAL GRAB BAR 1

36" HORIZONTAL GRAB BAR 2

18" VERTICAL GRAB BAR 3

18" x 36" MIRROR4

SERVICE BASIN5

DRINKING FOUNTAIN6

EYE WASH STATION7

1/4" = 1'-0" 1/4" = 1'-0"A1.1A1.1

7 SERVICE AREA ELEVATION

1" = 1'-0" 1" = 1'-0"A1.1A1.1

10 LOW CABINET SECTION

1" = 1'-0" 1" = 1'-0"A1.1A1.1

11 HIGH CABINET SECTION

PL

AN

PL

AN

DESIGN CRITERIA

MICHIGAN BUILDING CODE 2015

RISK CATEGORY II

LIVE LOADS

ROOFS 20 PSF

SNOW LOADS

GROUND SNOW LOAD, P G 35 PSF

FLAT ROOF SNOW LOAD, P F 23.1 PSF

CE=1.0, IS=1.0, CT=1.0

WIND LOADS

ULTIMATE DESIGN WIND SPEED, VULT 115 MPH

NOMINAL DESIGN WIND SPEED, VASO 90 MPH

EXPOSURE C, GCPI=±0.18

ASSUMED DEAD LOADS

ROOF

TOP CHORD 5 PSF

BOTTOM CHORD 10 PSF

TOTAL 15 PSF

NOTE: FOUNDATION DESIGN ASSUMES 2,000 PSF

BEARING CAPACITY. IF UNSUITABLE SOIL IS FOUND,

THEN REMOVE AND REPLACE SOIL TO MEET DESIGN

CAPACITY.

MOP RACK8

FIN. FLOORFIN. FLOOR

100'-0"100'-0"

BEARING HEIGHTBEARING HEIGHT

108'-1 1/8"108'-1 1/8"

BOTT. OF FTGBOTT. OF FTG

96'-0"96'-0"

CONCRETE FOOTING

2'-0"2'-0"

1' 0"

1' 0"

#4 DOWELS @ 4'-0" O.C.

W/ ALT. STD HOOKS

8" CONCRETE FOUNDATION

WALL2" RIGID INSUL. 2'-0" EA. WAY

DAMPROOFING1/2" EXPANSION MATERIAL

1/2" ANCHOR BOLTS OR

STRAPS @ 4'-0" O.C. - 12" LONG

4" CONC. SLAB REINF. W/ 6x6

#10 WWF OVER VAPOR BARRIER

ON 4" MIN. COMP FILL

R-19 BATT INSUL.

GRADE

SILL SEALER

TREATED 2x6

1x6 T&G KNOTTY PINE W/ CENTER

V-GROOVE (RM #101 ONLY) 5/8" GYP.

BD. (RM #102 / RM #103)

3 TAB ARCHITECTURAL SHINGLES

ON #15 ICE & WATER SHIELD ON 3/4"

APA RATED SHEATHING ON

PRE-ENGINEERED TRUSSES @ 24" O.C.

ALTERNATE #1 STANDING SEAM

METAL ROOF

PRE-FINISHED ALUMINUM

DRIP EDGE

1x6 HARDIE BD. FASCIA

CONTINUOUS VENTED ALUM. SOFFIT

2X FRAMING AT 24" OC

1/2" APA RATED PLYWOOD

SHEATHING

TYVEK

5" EXPOSURE HARDIE LAP SIDING

THROUGH WALL FLEXIBLE

ALUMINUM FLASHING

(2)2x10 HEADER

SLIDING SERVICE

WINDOW

1X HARDIE BOARD TRIM, SEE

ELEVATION FOR SIZE

R-49 BATT INSUL.

AIR BAFFLES

5/8" GYP BD.

ICE & WATER SHIELDICE & WATER SHIELD

3'-5"MINIMUM 3'-5"MINIMUM

A7.0

A7.0

ALUMINUM DRIP EDGE

2' 6" M

IN

2' 6" M

IN

#4 BAR CONT @ 12" O.C.

(2) #5 BARS CONTINOUS

WINDOW HEADWINDOW HEAD

107'-0"107'-0" xx

12" COMPACTED GRANULAR FILL

1X HARDIE BOARD TRIM, SEE ELEVATION FOR SIZE

1X4 TRIM, PAINTED

1' 3/ 4"

1' 3/ 4"

SIMPSON STRONG TIE H3

FIN. FLOORFIN. FLOOR

100'-0"100'-0"

BEARING HEIGHTBEARING HEIGHT

108'-1 1/8"108'-1 1/8"

BOTT. OF FTGBOTT. OF FTG

96'-0"96'-0"

CONCRETE FOOTING

W/ (2) #5 BARS

#4 BENT DOWELS @ 4'-0" O.C.

w/ ALTERNATING STD HOOKS

8" CONCRETE

FOUNDATION WALL

2" RIGID INSUL.

2'-0" EA WAY

1/2" EXPANSION

MATERIAL

DAMPROOFING

4" CONC. SLAB REINF.

W/ 6x6 #10 WWF OVER

VAPOR BARRIER ON 4"

MIN. COMP. FILL

R-19 BATT INSUL.

1x6 T&G KNOTTY PINE W/

CENTER V-GROOVE

(RM #101 ONLY) 5/8" GYP.

BD (RM #102/ RM #103)

1/2" ANCHOR BOLTS OR

STRAPS @ 4'-0" O.C. -12" LONG

SILL SEALER

TREATED 2x6

1/2" APA RATED PLYWOOD

SHEATHING

TYVEK

1" RIGID INSUL.

HARDIE BOARD 5" REVEAL SIDING

STAINED EURYETHANE

KNOTTY PINE SOFFIT

5x5 WOOD COLUMN

TRIMMED W/ HARDIE BD.

(3) 2x12 HARDIE BD. TRIMMED BEAM (BEYOND)

A7.0

A7.0

R-49 BATT INSUL.

5/8" GYP. BD

3 TAB ARCHITECTURAL SHINGLES

ON #15 ICE & WATER SHIELD ON 3/4"

APA RATED SHEATHING ON

PRE-ENGINEERED TRUSSES @ 24" O.C.

ALTERNATE #1 ARCHITECTURAL

STANDING SEAM METAL ROOF

2x8 FLY RAFTER

1X HARDIE BD. TRIM, SEE

ELEVATION FOR SIZE

HARDIE BOARD

5" REVEAL SIDING

TYVEK

1/2" APA RATED PLYWOOD

SHEATHING

1X HARDIE BD. TRIM, SEE

ELEVATION FOR SIZE

ENGINEERED

WOOD TRUSS

@ 24" O.C.

2X4" FRAMING @ 16" O.C.

PERPENDICULAR TO TRUSSES

RUN SHEATHING & INSUL.

TO TOP OF ATTIC INSUL.

ALUMINUM DRIP EDGE

2x6 STUD WALL W/

STUDS @ 16" O.C.

WINDOW HEADWINDOW HEAD

107'-0"107'-0" x

(2) #4 BARS CONT

SIMPSON STRONG

TIE JOIST

CONNECTOR

A34 CLIP ANGLE TYP.

2x6 FLY RAFTER CONTINUOUS

OVER GABEL TRUSS

1x6 HARDIE BD. FASCIA xxxxx x x

FOR REINFORCING OF

CONCRETE PIER

BEYOND - SEE DETAIL

4/A7.0

#4 BENT BARS @

12"O.C.

#4 BAR CONT. @ 12"O.C.

12" COMPACTED GRANULAR FILL

1X HARDIE BD. TRIM, SEE

ELEVATION FOR SIZE

SEE FOUNDATION FOR

CURB HEIGHT

2' /2

2' /2

2" CHAIR RAIL

1X4 TRIM, PAINTED

1X HARDIE BOARD TRIM, SEE ELEVATION FOR SIZE

TOP OF PIERTOP OF PIER

99'-4"99'-4"

A3.0

SLOPE 1.5% ± .5%

SIDING NOTE:

HARDIE BOARD SIDING TO BE SELECT CEDARMILL FINISH. COLOR TO BE SELECTED

FROM DREAM COLLECTION COLORS BY ARCHITECT IN SHOP DRAWINGS.

2x4 KEYWAY xxxx

1/4" WIDE x 1/2" DEEP HAND

TOOLED GROOVE W/ SEALANT

NOTE: LAP REINFORCING 24" AT CONSTRUCTION JOINT

TT

xxxxTT

1/4" WIDE x T/4 DEEP W/

3/8" BACKER ROD AND

SEALANT

E N T U R Y

Fa ci lit ie s D es ig n

C A E

C ra he n A ve nu e N E

- G ra nd R ap id s, M I 4

Te le ph on e:

(6 ) 4 -5 F ax 6) -5 W eb : w w w .c en tu ry ae .c om

PROJECT NO:

SHEET NO.

DWG. SCALE:

DESIGN BY:

DRAWN BY:

PROFESSIONAL SEAL

As indicated

A3.0

DJW

SSG

Y A N K

EE

S

PR

IN

G S

Y A N K

EE

S

PR

IN

G S

S B R

IG

G S R D , M

ID

D

LE

V

IL

LE

, M I 4

CO

NT

AC

T

ST

AT

IO

N E

NT

RA

NC

E

PA

RK

IN

G

CO

NT

AC

T

ST

AT

IO

N E

NT

RA

NC

E

PA

RK

IN

G

BU

IL

DI

NG

S

EC

TI

ON

S

BU

IL

DI

NG

S

EC

TI

ON

S

MIS-037.02

No

RE

VI

SI

ON

S

BY

DA

TE

OW

NE

R

RE

VI

EW

DJ

W

3- -2

OW

NE

R

RE

VI

EW

DJ

W

-1 2-

O W

NE

R

RE

VI

EW

DJ

W

-0 3-

0% O W

NE

R

RE

VI

EW

DJ

W

-1 7-

BI

DD

IN

G

PE

RM

IT

S

DJ

W

-2 4-

AD

DE

ND

UM

DJ

W

-1 4-

1" = 1'-0" 1" = 1'-0"A3.0A3.0

A TYPICAL WALL @ WINDOW

1" = 1'-0" 1" = 1'-0"A3.0A3.0

B TYPICAL WALL @ PORCH

NOT TO SCALENOT TO SCALEA3.0A3.0

1 TYPICAL FLOOR SLAB CONTROL JOINT

NOT TO SCALENOT TO SCALEA3.0A3.0

2 TYPICAL FLOOR SLAB CONSTRUCTION JOINT

1/2" APA RATED PLYWOOD

SHEATHING

1" RIGID INSUL.

TYVEK

HARDI BD. 5" REVEAL SIDING

.1X HARDIE BD. TRIM,

SEE ELEVATION FOR SIZE

R-19 BATT INSUL.

(2)2x6

1/2" GYP BD.

INTERIOR

WINDOW TRIM

ALUMINUM CLAD WOOD

GLIDING WINDOW

ALUMINUM FLASHING

BEARING HEIGHTBEARING HEIGHT

108'-1 1/8"108'-1 1/8"

1X HARDIE BD. TRIM,

SEE ELEVATION FOR SIZE

ALUMINUM CLAD WOOD

SLIDING WINDOW

1" RIGID BD. INSUL.

TYVEK

1x6 HARDIE BD. FASCIA

CONT. VENTED ALUM.

SOFFIT

PRE-FINISHED ALUMINUM

DRIP EDGE

3 TAB ARCHITECTURAL SHINGLES ON #15 ICE & WATER

SHIELD ON 3/4" APA RATED SHEATHING ON

PRE- ENGINEERED TRUSSES @ 24" O.C.

-ALTERNATE #1 STANDING SEAM METAL ROOF

INTERIOR WINDOW TRIM

(2) 2x10 HEADER

(2) 2x6 TOP PLATE

5/8" GYP. BD.

R-49 INSUL.

AIR BAFFLES

WINDOW HEADWINDOW HEAD

107'-0"107'-0"

ICE & WATER SHIELDICE & WATER SHIELD

3'-0"MIN.3'-0"MIN.

1'-8"1'-8"

ALUMINUM DRIP EDGE

1' 3/ 4"

1' 3/ 4"

SIMPSON STRONG TIE H3

FIN. FLOORFIN. FLOOR

100'-0"100'-0"

8" CONC.

FOUNDATION WALL

DAMP PROOFING

THRESHOLD

HM DOOR (PAINTED)

EXTERIOR HARDIE BD. TRIM

1/2" JOIINT FILLER

SLOPE 1.5% ± .5%

4" CONC. SLAB REINF. W/

6x6 #10 WWF OVER VAPOR

BARRIER ON 4" MIN. COMP.

FILL

x x

#4 BENT BARS @

12"O.C.

HARDI BD. 5" REVEAL SIDING

ALUMINUM FLASHING

MAILBOX CHUTE

M

AI

LB

OX

A .F .F

M

AI

LB

OX

A .F .F

3' 0" T O B

OT

T.

O F

3' 0" T O B

OT

T.

O F

ALUMINUM FLASHING

BOTT. OF FTGBOTT. OF FTG

96'-0"96'-0"

GRADE V.I.F.

24" CONCRETE PIER

W/ (2) #5 BARS

SLOPE 1.5% ± .5%

4" CONC. W/

THICKENED EDGE

1/2" ANCHOR BOLTS

8"8" 2'

2'

6"6"

4" CONC. SLAB REINF. W/

6x6 #10 WWF OVER VAPOR

BARRIER ON 4" MIN. COMP.

FILL

3/8" GALV. LAG BOLTS

@ 6" O.C. STAGGERED

AUGER 24"⌀x4'-0" DEEP HOLE FILL w/ CONCRETE

AFTER SETTING POSTS

24" x 6" DEEP CONC

ANCHOR BASE

2'-0"2'-0"

4' 0"

4' 0"

5x5 WOOD COLUMN x xxxx

12" COMPACTED

GRANULAR FILL

TOP OF PIERTOP OF PIER

99'-4"99'-4"

BEARING HEIGHTBEARING HEIGHT

108'-1 1/8"108'-1 1/8"

2x6 OUT RIGGER W/

A34 CLIP ANGLES TYP.

ALUMINUM DRIP

EDGE

1x6 HARDIE BD. FASCIA

1X HARDIE BD. TRIM,

SEE ELEVATION FOR SIZE

HARDIE BD. 5" REVEAL

SIDING

1/2" APA PLYWOOD

SHEATHING

1X HARDIE BD. TRIM,

SEE ELEVATION FOR SIZE

EXTERIOR HARDIE

BD. TRIM ON 5x5

COLUMN

1'-0"1'-0"

3 TAB ARCHITECTURAL SHINGLE ON

# 15 ICE & WATER SHIELD ON 3/4" APA

SHEATHING ON PRE-ENGINEERED

TRUSSES @ 24" O.C ALTERNATE #1

ARCHITECTURAL STANDING SEAM

MEATAL ROOF

2x8 FLY RAFTER

HOLD TOP CHORD

OF GABLE TRUSS

DOWN 6"

EXTERIOR HARDIE

BD. TRIM ON (3) 2x12

BEAM

SIMPSON LPC6Z

COLUMN CAP (2

PER COLUMN)

CONT. VENTED ALUM. SOFFIT

HEADER FRAMING

2" x 5-3/4" INSULATED

HM FRAME (PAINTED)

HM DOOR (PAINTED)

5/8" GYP BD. PAINTED (TYP.)

1X HARDIE BD. TRIM,

SEE ELEVATION FOR SIZE

4" INTERIOR CASING

HARDI BOARD SIDING

OVER 1/2" SHEATHING O

OVER 1" RIGID INSULATION

ON 2x6 FRAMING (TYP.)

HARDIE BD.

HM DOOR (PAINTED)

2"x5-3/4" INSULATED HM

FRAME (PAINTED)

1/ 4"

1/ 4"

1X HARDIE BD. TRIM,

SEE ELEVATION FOR SIZE

RODS & 1/4" CONT.

SEALANT BOTH SIDES

5/8" GYP BD. PAINTED (TYP)

2"2"

OP

EN

IN

G W

ID

TH

OP

EN

IN

G W

ID

TH

4" INTERIOR CASING

HARDI BOARD SIDING

OVER 1/2" SHEATHING

OVER 1" RIGID INSULATION

ON 2x6 FRAMING (TYP.)

BEARING HEIGHTBEARING HEIGHT

108'-1 1/8"108'-1 1/8"

1X HARDIE BD. TRIM,

SEE ELEVATION FOR SIZE

HARDI BD. TRIM ON 5x5 COLUMN

1x6 HARDIE BD. FASCIA

CONT. VENTED ALUM. SOFFIT

PRE-FINISHED ALUMINUM

DRIP EDGE

3 TAB ARCHITECTURAL SHINGLES

ON #15 ICE & WATER SHIELD ON 3/4"

APA RATED SHEATHING ON

PRE-ENGINEERED TRUSSES @ 24" O.C.

ALTERNATE #1 ARCHITECTURAL

STANDING SEAM METAL ROOF

EXTERIOR HARDI BD. TRIM

(3) 2x12 HEADER

AIR BAFFLES

KNOTTY PINE BD. W/

EURETHANE FINISH

SIMPSON LPC6Z COLUMN

CAP (2 PER COLUMN)

1' 3/ 4"

1' 3/ 4"

HEADER FRAMING

2" x 5-3/4" INSULATED

WOOD FRAME (PAINTED)

WOOD DOOR

5/8" GYP BD. PAINTED (TYP.)

1X HARDIE BD. TRIM,

SEE ELEVATION FOR SIZE

4" INTERIOR CASING

5/8" GYP BD. PAINTED (TYP.)

ON 2x6 FRAMING (TYP.)

E N T U R Y

Fa ci lit ie s D es ig n

C A E

C ra he n A ve nu e N E

- G ra nd R ap id s, M I 4

Te le ph on e:

(6 ) 4 -5 F ax 6) -5 W eb : w w w .c en tu ry ae .c om

PROJECT NO:

SHEET NO.

DWG. SCALE:

DESIGN BY:

DRAWN BY:

PROFESSIONAL SEAL

1 1/2" = 1'-0"

A7.0

DJW

HML

Y A N K

EE

S

PR

IN

G S

Y A N K

EE

S

PR

IN

G S

S B R

IG

G S R D , M

ID

D

LE

V

IL

LE

, M I 4

CO

NT

AC

T

ST

AT

IO

N E

NT

RA

NC

E

PA

RK

IN

G

CO

NT

AC

T

ST

AT

IO

N E

NT

RA

NC

E

PA

RK

IN

G

AR

CH

IT

EC

TU

RA

L

DE

TA

IL

S

AR

CH

IT

EC

TU

RA

L

DE

TA

IL

S

MIS-037.02

No

RE

VI

SI

ON

S

BY

DA

TE

OW

NE

R

RE

VI

EW

DJ

W

3- -2

OW

NE

R

RE

VI

EW

DJ

W

-1 2-

O W

NE

R

RE

VI

EW

DJ

W

-0 3-

0% O W

NE

R

RE

VI

EW

DJ

W

-1 7-

BI

DD

IN

G

PE

RM

IT

S

DJ

W

-2 4-

AD

DE

ND

UM

DJ

W

-1 4-

1 1/2" = 1'-0" 1 1/2" = 1'-0"A7.0A7.0

1 TYPICAL WINDOW SILL

1 1/2" = 1'-0" 1 1/2" = 1'-0"A7.0A7.0

2 TYPICAL WINDOW HEAD

1 1/2" = 1'-0" 1 1/2" = 1'-0"A7.0A7.0

6 THRESHOLD @ PORCH

1 1/2" = 1'-0" 1 1/2" = 1'-0"A7.0A7.0

C WALL @ MAIL SLOT

1 1/2" = 1'-0" 1 1/2" = 1'-0"A7.0A7.0

3 TYPICAL POST CONNECTION

1 1/2" = 1'-0" 1 1/2" = 1'-0"A7.0A7.0

4 TYPICAL SOFFIT DETAIL

1 1/2" = 1'-0" 1 1/2" = 1'-0"A7.0A7.0

8 TYPICAL DOOR HEAD

1 1/2" = 1'-0" 1 1/2" = 1'-0"A7.0A7.0

5 TYPICAL DOOR JAMB

1 1/2" = 1'-0" 1 1/2" = 1'-0"A7.0A7.0

7 TYPICAL @ COLUMN

1 1/2" = 1'-0" 1 1/2" = 1'-0"A7.0A7.0

9 TYPICAL INTERIOR DOOR HEAD