BID 6157 PHASD Operations Vehicle Storage Building.pdf

PDF 3 MB Posted Nov 1, 2023

Attached to: BID 6157 OPERATION VEHICLE STORAGE BUILDING
Solicitation number: RFP - PHA - 240000000268
Issued by: St. Clair County, Port Hope Village, Michigan

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Written by GovTribe AI · Apr 3, 2024

This document is an Advertisement for Bids for the Port Huron Area School District Operations Vehicle Storage Building project located in Port Huron, Michigan. The school district will accept sealed proposals until 2 p.m. on November 15, 2023 for the construction of a vehicle storage building at their operations facility on Dove Street. Bidders can schedule a site visit with the Facilities Director prior to the bid due date. The project includes the construction of a pre-engineered building with concrete foundations, metal siding and roofing, and related site work. Bidders must provide a 5% bid security and required disclosures with their proposals. The school district reserves the right to reject any or all bids.

The bid proposal form requires bidders to provide a base bid amount for the building construction. The school district will not accept faxed proposals, and will award the contract to the lowest responsive and responsible bidder. Contractors must obtain required performance, labor, and material payment bonds, and the successful contractor will coordinate the work with the school district. The project is funded by the school district, and the school district has not identified an incumbent contractor for this work.

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2023/2024

VEHICLE STORAGE BUILDING

BID #6157

PORT HURON AREA SCHOOL DISTRICT

OPERATIONS

BID DOCUMENTS

ADVERTISEMENT FOR BIDS

PROJECT: Port Huron Area School District – Operations Vehicle Storage Building

Port Huron, Michigan

OWNER: PORT HURON AREA SCHOOL DISTRICT

2720 Riverside Drive Port Huron, Michigan 48060 Telephone: (810) 984-3101

PROJECT DESCRIPTION

Port Huron Area School District will accept sealed proposals for the Port Huron Area School District

Operations Vehicle Storage Building, 4035 Dove Street, Port Huron, MI 48060.

Contractors can meet with Dave Koester, Facilities Director at the site prior to submitting a bid, no later than November 15, 2023, email dkoester@phasd.us, office 810-984-6565.

PROPOSALS

The Port Huron Area School District will receive sealed proposals until: 2 p.m., local time, November 15, 2023 at the Administrative Offices of the Port Huron Area School District, 2720 Riverside Drive, Port Huron, Michigan 48060, Attention: Kate Peternel, Chief Financial Officer. Label outside of envelopes “Operations Vehicle Storage Building.”

Faxed proposals will not be accepted. The District will not consider or accept a bid received after this date and time.

All proposals will be publicly opened and read aloud. All interested parties are invited to attend.

Evaluation of the proposal and awards by Port Huron Schools will be available at a later date.

BIDDING DOCUMENTS

Bidders may obtain copies of the Bidding Documents, including drawings, specifications, proposal form, and disclosure forms, from the district's website - www.phasd.us/about_us/business_services - or by contacting the purchasing department at 810.984.3101, ext. 4031.

BID PROPOSAL GUARANTEE

Each proposal must be accompanied by an acceptable bid security in the form of a certified check, cashier’s check or standard form bid bond, made payable to the Port Huron Area School District in an amount of not less than five percent (5%) of the base bid submitted. Failure of any accepted Bidder to enter into contract for the work will cause forfeit of his bid security. After contracts for the work have been signed, all bid securities will be returned.

DISCLOSURES

As required by State Law (P.A. 232 of 2004) all proposals/bids must be accompanied by a sworn and notarized statement disclosing any familial relationship that exists between the Owner or any employee of the bidder and any member of the Port Huron Area School District Board or the Superintendent of the School District. Additionally, as required by State Law (P.A. 517 of 2012), the bidder must certify that it is not an Iran linked business as defined by P.A. 517 and that it will comply with the district's criminal background check requirements. The Board will not accept a bid that does not include these sworn and notarized statements.

RIGHTS RESERVED BY THE OWNER:

The Owner reserves the right to waive any irregularity or informality in bids, to reject any and/or all bids, in whole or in part, or to award any Contract to other than the low bidder, should it be deemed in the Owner’s best interest to do so.

Signed: Kate Peternel, Chief Financial Officer, Port Huron Area School District

END OF ADVERTISEMENT FOR BIDS

mailto:dkoester@phasd.us http://www.phasd.us/about_us/business_services

Port Huron Area School District Operations Vehicle Storage Building

Bid 6157 Scope of Work

Port Huron Schools will accept sealed proposals for construction of a Vehicle Storage Building at Port Huron Area School District Operations, 4035 Dove Road, Port Huron, MI 48060. List of drawings are attached. Bidders shall contact Dave Koester prior to November 15, 2023 to schedule a walkthrough of the site.

Work shall begin as soon as possible following award of contract. Bids due November 15, 2023, 2:00 p.m. and must include 5 percent bid security and all required disclosures.

Construction of Building

1. All work to be in conformance with applicable state, local or federal codes and ordinances.

2. The structure to be designed to be self-supporting and stable after it is fully completed.

It is the contractor’s sole responsibility to determine erection procedure and sequence.

3. The contractor shall provide all materials and labor required to complete the building.

4. See attached prints for all general notes.

5. Contractor is responsible for any required permits and inspections.

6. Contractors can meet with Dave Koester, Facilities Director at the site prior to submitting a bid, no later than November 15, 2023, email dkoester@phasd.us, office 810-984-6565.

7. Contractor must obtain performance, labor and material payment bonds, the cost of which shall be included in the base bid.

Time frame: Contractor will schedule work with Dave Koester; target completion before the freeze of the ground or earlier.

Bid #6157 Proposal Form

2023/24 Port Huron Area School District

Operations Vehicle Storage Building

NAME OF BIDDER: ___________________________________________

ADDRESS: __________________________________________________

PHONE :(___)________ FAX:(___)________ E:MAIL:_____________

TO: Kate Peternel, Chief Financial Officer

Port Huron Area School District

2720 Riverside Drive

Port Huron, MI 48060

Bids are due: November 15, 2023 at 2:00 p.m. local time

The undersigned having become fully conversant with all the existing dimensions and conditions, and having examined the Plans and

Specifications for this project, hereby submits the following bid for your consideration:

Base bid for Operations Vehicle Storage Building

Estimated time to complete project: ___________________________________

The Port Huron School District reserves the right to reject any or all bids and to waive any irregularities.

Signature of Contractor: _________________________________________

Printed Name and Title: __________________________________________

Date:__________________________________________________

10-11-23 REVIEW

N U M B E R :

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A R C H I T E C T S P L A N N E R S

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ARCHITECTURAL SEAL:

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VEHICLE STORAGE BUILDING

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LIST OF DRAWINGS

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REF REFERENCE SHEETREFERENCE SHEET

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DO %%UNOT%%U SCALE FROM DRAWINGS

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OCTOBER 11, 2023

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CONSTRUCTION DOCUMENTS

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23-0520-0111-BA

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T1.1 TITLE SHEET & COMPOSITE SITE PLANTITLE SHEET & COMPOSITE SITE PLAN

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ARCHITECTURAL

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A1.1 FOUNDATION PLAN FOUNDATION PLAN

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A2.1 EXTERIOR ELEVATIONS & DETAILSEXTERIOR ELEVATIONS & DETAILS

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A2.2 EXTERIOR ELEVATIONS & DETAILS EXTERIOR ELEVATIONS & DETAILS

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4035 DOVE RD.

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PORT HURON, MI 48061

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MICHIGAN RD.

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DOVE RD.

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SITE PLAN

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N.E. CORNER SEC. 19

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WEST 936.37'

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HUFFMAN DRAIN

AutoCAD SHX Text N2°12'45"E 1352.53'

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SOUTH 117.00'

AutoCAD SHX Text ALL THAT PART OF THE N.E. 1/4 OF SECTION 19, T6N R17E, PORT HURON TOWNSHIP, ST. CLAIR COUNTY, MICHIGAN DESCRIBED AS BEGINNING AT THE N.E. CORNER OF SAID SECTION 19, THENCE DUE WEST 936.37 FT. ALONG THE NORTH LINE OF SAID SECTION 19, THENCE DUE SOUTH 117.00 FT. TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF DOVE ROAD, SAID POINT BEING ALSO THE BEGINNING OF A TRAVERSE LINE ALONG THE CENTER OF THE HUFFMAN DRAIN, THENCE SOUTHEASTERLY ALONG SAID TRAVERSE LINE THE FOLLOWING ROUTES AND COURSES, S12°21'20"E 113.24 FT., S48°09'32"E 228.12 FT., S27°54'50"E 580.13 FT., S56°10'12"E 165.81 FT.,S3°30'19"E 199.06 FT., S40°00'32"E 180.81 FT., AND S74°51'22"E 105.93 FT. TO A POINT ON THE WEST RIGHT-OF-WAYLINE OF MICHIGAN ROAD AND THE END OF SAID TRAVERSE LINE ALONG THE CENTER OF THE HUFFMAN DRAIN, THENCE S87°47'15"E 50.00 FT. TO THE EAST LINE OF SAID SECTION 19, THENCE N2°12'45"E 1352.53 FT. ALONGSAID LINE OF SECTION 19 TO THE PLACE OF BEGINNING OF THIS DESCRIPTION BEING 17.93 A. SUBJECT TO ANY AND ALL EASEMENTS OF RECORD.

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LEGAL DECRIPTION

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AutoCAD SHX Text S48°09'32"E1228.12'

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OUT

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OPERATIONS SITE

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PROJECT AREA (SEE DETAIL SITE PLAN)

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DETAIL SITE PLAN

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POUNDS PER SQUARE INCH

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POLYVINYL CHLORIDE

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RISER/RADIUS

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RAIN CONDUCTOR

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ROOF SUMP

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REFERENCE

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BLDG

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COMP

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CONC

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CONST

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CONT

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CONTR

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CORR

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CUSP

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DIA / ~

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BLKG

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CL / <

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CLG

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ELEVATION IDENTIFICATION

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SHEET WHERE ELEVATION

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SHEET WHERE BUILDING

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SECTION IS DRAWN

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%%UELEVATION SYMBOL

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IS DRAWN

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%%USECTION LOCATOR

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DET

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DIM

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DMB

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DIV

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CWC

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CMU

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COL

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DETAIL IDENTIFICATION

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SHEET WHERE DETAIL IS

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BUILDING SECTION

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IDENTIFICATION

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%%UDETAIL LOCATOR

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DRAWN

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CFM

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CLR

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CEM

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CER

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CAB

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BRG

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BUR

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BOT

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BLK

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BIT

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CEILING

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DEPTH / DEEP

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DISPLAYCASE

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DRINKING FOUNTAIN

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DRY MARKER BOARD

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DETAIL

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DIAMETER

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DIMENSION

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DIVISION

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DEGREE

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CONCRETE MASONRY UNIT

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COMPACTED

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CONSTRUCTION

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CONTINUOUS / CONTINUE

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CONTRACTOR

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CORRUGATED

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CERAMIC TILE

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CASEWORK CONTRACTOR

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CUSPIDOR

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COLUMN

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CONCRETE

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PLYWOOD

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PLYWD

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PREFAB

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PSF

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PSI

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RES

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REF

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RESILIENT

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OHD

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OPNG

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OPP

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PART

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PLAS

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PLAM

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PLASTER

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PARTICLE

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OPENING

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OPPOSITE

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CHALKBOARD / CATCH BASIN

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CONDENSING UNIT

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CUBIC FEET PER MINUTE

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CONTROL JOINT

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CEMENT

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CENTERLINE

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CLEAR

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CABINET

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CERAMIC

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BARRIER FREE

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BENCH MARK/BEAM

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BUILT-UP-ROOF

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BLOCKING

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BOTTOM

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BEARING

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BITUMINOUS

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BOARD

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BLOCK

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BUILDING

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MET/MTL

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MWC

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NIC

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NO / #

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NOM

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NTS

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NUMBER

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NOMINAL

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METAL

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MAR

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MAS

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MAT

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MAU

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MAX

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MECH

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MEZZ

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MANUF

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MIN

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MISC

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MATERIAL

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MAXIMUM

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MASONRY

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ACOUST

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AL / ALUM

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APPROX

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ARCH

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ASPH

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ABBREVIATIONS

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DETAIL IDENTIFICATION

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SHEET WHERE DETAIL IS

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REFERENCED OR CUT

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SCALE

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%%UDETAIL/SECTION

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%%UDETAIL SYMBOL

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SYMBOL LEGEND

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ADJ

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ALT

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AGG

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AFF

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ADA

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AMERICANS WITH DISABILITIES ACT

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ADJUSTABLE

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ABOVE FINISHED FLOOR

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APPROXIMATE

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ARCHITECT(URAL)

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AUDIO-VISUAL

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ASPHALT

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ANGLE

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AGGREGATE

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ALTERNATE

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ALUMINUM

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AIR CONDITIONING

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ACOUSTICAL

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LAM

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LAV

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LB / #

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LKR

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LLH

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LLV

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LOC

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LOCKER

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POUND

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LENGTH

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JST

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JOIST

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JOINT

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MIN.

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%%UBARRIER FREE WATER CLOSETS

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24" MIN. (FREE STANDING)

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\" THRESHOLD

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%%USHOWER UNIT

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MAX.

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TOILET

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PAPER

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SIDE WALL

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BACK WALL

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CFMF

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COLD FORMED METAL FRAME

23-0520-0111-BA

F O U N D A T I O N P L A N

10-11-23 REVIEW

N U M B E R :

T I T L E :

I S S U E :

A R C H I T E C T S P L A N N E R S

W I L L I A M V O G A N a s s o c i a t e s

P O R T H U R O N A R E A S C H O O L D I S T R I C T

C L I E N T :

ARCHITECTURAL SEAL:

4 8 0 6 0

T : ( 8 1 0 ) 9 8 5 - 3 5 1 1 E : williamgvogan@gmail.com

P o r t H u r o n , M I 4 1 3 B a r d S t r e e t

A1.1

P R O J E C T N O . :

A P P R O V E D B Y :

C H E C K E D B Y :

D R A W N B Y :

P R O J E C T :

0 6 - 2 6 - 2 3

V E C I C L E S T O R A G E B U I L D I N G

W V

X X X X

4 0 3 5 D O V E R O A D P O R T H U R O N M I 4 8 0 6 0

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

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%%UCONC. POST DETAIL

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AutoCAD SHX Text A1.1

AutoCAD SHX Text 3/4" = 1'-0"

AutoCAD SHX Text

6" ~ CONC. FILLED

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STEEL POST - PAINT

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YELLOW

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12" ~ CONC. FTG.

AutoCAD SHX Text A1.1

AutoCAD SHX Text

%%UGUARD POST (G.P.)

AutoCAD SHX Text

AutoCAD SHX Text A1.1

AutoCAD SHX Text 1/2" = 1'-0"

AutoCAD SHX Text

6" ~ CONC. FILLED

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STEEL POST - PAINT

AutoCAD SHX Text

YELLOW

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FINISHED GRADE (TOP OF ASPH.)

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12" ~ CONC.

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BASE

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NOTE:

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PLAN FOR

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SEE FLOOR

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LOCATION

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POST

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6X6 PT. WOOD

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1'-6" ~ CONC.

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FOOTING

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6X6 PT WOOD POSTS

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SLOPE CONCRETE AWAY FROM STEEL POST

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TO COMPLETE THE WORK INDICATED ON THE PLANS GENERALLY INCLUDING

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4. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND LABOR REQUIRED

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BUT NOT LIMITED TO THE FOLLOWING:

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1. IF ANY GENERAL NOTE CONFLICTS WITH ANY DETAIL OR NOTE ON THE PLANS,

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THE STRICTEST PROVISION SHALL GOVERN.

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TO DETERMINE ERECTION PROCEDURE AND SEQUENCE, AND TO ENSURE THE

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3. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER

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IT IS FULLY COMPLETED. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY

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SAFETY OF THE STRUCTURE AND ITS COMPONENT PARTS DURING ERECTION.

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THIS INCLUDES PROVIDING TEMPORARY BRACING, SHORING, GUYS OR TIEDOWNS.

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THESE TEMPORARY SUPPORTS WILL REMAIN IN PLACE UNTIL ALL

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STRUCTURAL COMPONENTS ARE IN PLACE AND COMPLETED.

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%%UGENERAL NOTES:

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CONCRETE FOOTINGS

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ANCHOR BOLTS

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PRE-ENGINEERED WOOD TRUSSES

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ROUGH FRAMING FOR ROOF, EAVE, AND RAKE BOARDS

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MISC. WOOD NAILERS, BLOCKING AND FASTENERS

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%%UEXISTING CONDITIONS:

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VERIFY ALL EXISTING ASSUMED DIMENSIONS AND CONDITIONS AT THE SITE

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PRIOR TO CONSTRUCTION AND FABRICATION. IF DISCREPANCIES ARE FOUND,

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NOTIFY ARCHITECT BEFORE PROCEEDING WITH WORK.

AutoCAD SHX Text

2. ALL WORK TO BE ON CONFORMANCE WITH APPLICABLE STATE, LOCAL OR

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FEDERAL CODES AND ORDINANCES.

AutoCAD SHX Text

OCCURS, NOTIFY THE ARCHITECT IMMEDIATELY FOR DIRECTION.

AutoCAD SHX Text

5. DO NOT SCALE DRAWINGS, USE PRINTED DIMENSIONS ONLY. IF ANY DISCREPANCY

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A615 GRADE 60. REINFORCING STEEL SHALL BE CONTINUOUS AND SHALL HAVE

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MINIMUM 36 BAR DIAMETER LAP AND BE FABRICATED AND PLACED IN

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ACCORDANCE WITH A.C.I. - 315 LATEST EDITION.

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BEARING CAPACITY OF 2,000 P.S.F. IF SOIL OF THIS CAPACITY IS NOT FOUND

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THE DIRECTION OF THE ARCHITECT. VERIFY FOUNDATION SOIL BEARING PRESSURE

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AT THE ELEVATIONS INDICATED, FOOTINGS SHALL BE ENLARGED OR LOWERED AT

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EXCAVATE AND PLACE BOTTOM OF NEW FOOTING AT THE SAME ELEVATION AS THE

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1. MINIMUM CONCRETE STRENGTH TO BE 3000 P.S.I. @ 28 DAYS.

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1. IF ANY GENERAL NOTE CONFLICTS WITH ANY DETAIL OR NOTE ON THE PLANS

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TO DETERMINE ERECTION PROCEDURE AND SEQUENCE, AND TO ENSURE THE

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THIS INCLUDES PROVIDING TEMPORARY BRACING, SHORING, GUYS OR TIEDOWNS.

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4. USE OF ENGINEERING DRAWINGS AS ERECTION DRAWINGS BY THE CONTRACTOR

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EXISTING MATERIALS, FRAMING MEMBER SIZES AND LOCATIONS, METHODS OF

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CONSTRUCTION, ETC.) AT THE SITE PRIOR TO CONSTRUCTION AND FABRICATION.

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IF DISCREPANCIES ARE FOUND, NOTIFY ARCHITECT BEFORE PROCEEDING WITH WORK.

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RECOMMENDATIONS OF A.C.I.

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2. ALL CONCRETE WORK AND PLACEMENT SHALL CONFORM TO THE LATEST

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3. ALL REINFORCING BARS, DOWELS AND TIES SHALL CONFORM TO A.S.T.M.

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1. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED SOIL WITH AN ASSUMED SAFE

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2. WHERE NEW FOOTINGS ABUT EXISTING ELECTRICAL MONUMENTS, CAREFULLY HAND

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DURING EXCAVATIONS TO PROTECT SIDES OF EXCAVATIONS.

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3. PROVIDE NECESSARY SHEETING SHORING BRACING, ETC. AS REQUIRED

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IN THE FIELD BY SOILS ENGINEER. (SEE BMJ ENGINEERS SOILS REPORT 10-2-23

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%%UCONCRETE

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%%UFOUNDATIONS

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EXISTING.

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%%UGENERAL CONDITIONS

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IS STRICTLY PROHIBITED.

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%%UEXISTING CONDITIONS

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OR IN THE SPECIFICATIONS, THE STRICTEST PROVISION SHALL GOVERN.

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STRUCTURAL COMPONENTS ONLY, O.S.H.A., D.N.R. AND SAFETY CODE

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2. THE STRUCTURAL DRAWINGS ARE FOR THE PLACEMENT AND SIZE OF

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REQUIREMENTS ARE DETERMINED AND PROVIDED BY THE CONTRACTOR.

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3. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER

AutoCAD SHX Text

IT IS FULLY COMPLETED. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY

AutoCAD SHX Text

SAFETY OF THE STRUCTURE AND ITS COMPONENT PARTS DURING ERECTION.

AutoCAD SHX Text

THESE TEMPORARY SUPPORTS WILL REMAIN IN PLACE UNTIL ALL

AutoCAD SHX Text

STRUCTURAL COMPONENTS ARE IN PLACE AND COMPLETED.

AutoCAD SHX Text

VERIFY ALL EXISTING ASSUMED DIMENSIONS AND CONDITIONS (I.E.

AutoCAD SHX Text

FIELD VERIFY ALL CONSTRUCTIONS INCLUDING DIMENSIONS PRIOR TO FABRICATION

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ROOF PURLINS INCLUDED ROUGH CARPENTRY.

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PRE-FABRICATED TRUSSES INCLUDE GABLE SHAPED TRUSSES AND LAMINATED

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PROVIDE SHOP DRAWINGS, SIGNED AND SEALED BY A STRUCTURAL ENGINEER

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DESIGN SHALL COMPLY WITH APPLICABLE STANDARDS, REQUIREMENTS AND

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RECOMMENDATIONS OF THE TRUSS PLATE INSTITUTE (T.P.I.).

AutoCAD SHX Text 3.

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LICENCED IN THE STATE OF MICHIGAN.

AutoCAD SHX Text 5.

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OF TRUSSES.

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WOOD BEAMS.

AutoCAD SHX Text 2.

AutoCAD SHX Text 1.

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%%UWOOD TRUSSES:

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INSTALLATION (SEE SHT. A4.1 FOR SPECIFICATION).

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PRE-PAINTED GALVALUME SHEET AS MANFACTURED BY PAC CLAD CO. OR EQUAL

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METAL ROOFING AND SIDING SYSTEMS INCLUDING DRIP EDGE AND ROOF CAP SHALL BE

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PROVIDE ALL CONNECTIONS AND FASTENERS AS RECOMMENDED BY MANUFACTURER.

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INSTALLATION SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS. COLOR

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SELECTED BY OWNER FROM MANUFACTURER'S STANDARD COLORS.

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& PER MFG. RECOMMENDATIONS FOR A COMPLETE AND WATERTIGHT ROOF SYSTEM

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PROVIDE AND INSTALL ALL REQUIRED CAULKING, SEALANTS AND FLASHING REQUIRED

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%%UCAULKING, SEALANTS & FLASHING:

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%%UMETAL ROOF/SIDING:

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30 PSF LIVE LOAD (SNOW) + DRIFT WHERE APPLICABLE PER CODE

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25 PSF MINIMUM FOR ALL MEMBERS DEFINED AS "COMPONENTS AND CLADDING"

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AV = 0.05 AV = 0.05

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75 MPH EXPOSURE B

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%%UDESIGN LIVE LOADS

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WIND

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SEISMIC

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ROOF

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METAL ROOF AND SIDING SYSTEMS

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GUARD POSTS

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%%URESPONSIBILITY OF AREA OF CONSTRUCTION WORK:

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PROTECTION TO PREVENT UNAUTHORIZED PERSONS FROM ENTERING THE BUILDING.

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CHARGE OF THE AREA WHERE CONSTRUCTION OPERATIONS ARE BEING

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THE GENERAL CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THE GENERAL

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TO ORDERING MATERIALS OR SELECTING FINISHES.

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THE CONTRACTOR SHALL VERIFY ALL COLOR SELECTIONS WITH THE OWNER PRIOR

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PERFORMED. THE GENERAL CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE

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WITH NO ADDITIONAL EXPENSE BEING INCURRED BY THE OWNER.

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ITEMS AND ANY DAMAGE RESULTING FROM FAILURE OF THESE ITEMS, AT NO

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CONTRACTOR SHALL GUARANTEE ALL WORK INSTALLED UNDER HIS CONTRACT

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TO BE FREE FROM DEFECTIVE WORKMANSHIP AND MATERIALS, FOR A PERIOD

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OF ONE YEAR AFTER ACCEPTANCE OF THE SPACE BY THE OWNER. SHOULD

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DEFECTS OCCUR WITHIN THIS PERIOD, REPAIR AND / OR REPLACE DEFECTIVE

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WILL RESULT IN THIS CONTRACTOR BEING HELD RESPONSIBLE TO

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COMPLETE ALL WORK TO MEET THE INTENT OF THE CONTRACT DOCUMENTS

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FAILURE TO PROVIDE THE ARCHITECT WITH THE AFOREMENTIONED NOTIFICATION

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AND COMPLETION OF ALL WORK REQUIRED TO SATISFACTORILY COMPLETE

AutoCAD SHX Text

DEVICES, ACCESSORIES, AND OTHER ITEMS REQUIRED FOR THE EXECUTION

AutoCAD SHX Text

PROVIDE ALL LABOR, MATERIAL, SUPERVISION, LICENSE, TAXES, PARTS,

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THE INSTALLATION OF ALL THE SYSTEMS.

AutoCAD SHX Text

EXPENSE TO THE OWNER.

AutoCAD SHX Text

CODES, LAWS, ORDINANCES OR REGULATIONS. IF ANY INTERFERENCES OR

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CITY CODES OF ORDINANCE. THE MOST STRINGENT REQUIREMENTS SHALL

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ALL INSPECTIONS ASSOCIATED WITH HIS WORK. AT THE COMPLETION OF

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THIS CONTRACTOR SHALL COORDINATE ALL WORK OF OTHER BUILDING

AutoCAD SHX Text

TRADES TO AVOID ANY INTERFERENCES.

AutoCAD SHX Text

AND CHECK FOR ANY INTERFERENCES BETWEEN HIS WORK AND THAT

AutoCAD SHX Text

VIOLATIONS APPEAR, OR DEPARTURE FROM DESIGN INTENT OF THE CONTRACT

AutoCAD SHX Text

DOCUMENTS IS REQUIRED, THIS CONTRACTOR SHALL NOTIFY THE ARCHITECT.

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ALL WORK SHOULD BE INSTALLED IN STRICT ACCORDANCE WITH STATE AND

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CONTRACTOR SHALL OBTAIN ALL PERMITS, PAY ALL FEES AND ARRANGE FOR

AutoCAD SHX Text

THE WORK THIS CONTRACTOR SHALL FURNISH CERTIFICATES OF OCCUPANCY.

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THIS CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH ACTUAL JOB CONDITIONS

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OF OTHER TRADES AND / OR ANY APPARENT VIOLATIONS OF STATE OR CITY

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BE COMPLIED WITH.

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%%UGENERAL SPECIFICATIONS:

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DO NOT SCALE FROM DRAWINGS.

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DO %%UNOT%%U SCALE FROM DRAWINGS

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XX-XXXX-XXXX

AutoCAD SHX Text

FOUNDATION PLAN

AutoCAD SHX Text 1/4" = 1'-0"

AutoCAD SHX Text

EXISTING ASPHALT PAVEMENT

AutoCAD SHX Text

AutoCAD SHX Text A1.1

AutoCAD SHX Text

LINE OF ROOF EAVE (TYP.)

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GUARD POST (GP) TYP.

AutoCAD SHX Text

AutoCAD SHX Text A1.1

AutoCAD SHX Text 6x6 PRESSURE TREATED WOOD POST

AutoCAD SHX Text

SLOPE CONCRETE AWAY FROM WOOD POST

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1'-6" ROUND CONCRETE FOOTING

AutoCAD SHX Text

AutoCAD SHX Text A1.1

AutoCAD SHX Text

TYP. FOOTING DETAIL

AutoCAD SHX Text 3/4" = 1'-0"

AutoCAD SHX Text

EXISTING ASPHALT PATCH AS REQUIRED AT NEW FOOTING

AutoCAD SHX Text

AutoCAD SHX Text A1.1

AutoCAD SHX Text

AutoCAD SHX Text A1.1

AutoCAD SHX Text

SONOTUBE OR CORRIGATED PIPE FORM (TYP.)

E X T E R I O R E L E V A T I O N S

10-11-23 REVIEW

N U M B E R :

T I T L E :

I S S U E :

A R C H I T E C T S P L A N N E R S

W I L L I A M V O G A N a s s o c i a t e s

P O R T H U R O N A R E A S C H O O L D I C T R I C T

C L I E N T :

ARCHITECTURAL SEAL:

4 8 0 6 0

T : ( 8 1 0 ) 9 8 5 - 3 5 1 1 E : williamgvogan@gmail.com

P o r t H u r o n , M I 4 1 3 B a r d S t r e e t

A2.1

P R O J E C T N O . :

A P P R O V E D B Y :

C H E C K E D B Y :

D R A W N B Y :

P R O J E C T :

X X - X X - X X

V E H I C L E S T O R A G E B U I L D I N G

W V

X X X X

4 0 3 5 D O V E R O A D P O R T H U R O N T W P . , M I 4 8 0 6 0

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DO %%UNOT%%U SCALE FROM DRAWINGS

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XX-XXXX-XXXX

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CLAD METAL TRIM

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METAL SOFFIT

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METAL DRIPEDGE

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PRE-ENGINEERED TRUSSES AT 4'-0" O.C.

AutoCAD SHX Text

METAL ROOFING ON 2X4 PT WOOD PURLINS AT 2'-0" O.C.

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METAL SIDING ON 2X4 PRESSURE TREATED WOOD GIRTS AT 2'-0" O.C.

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METAL DRIP EDGE

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6X6 PT WOOD COLUMN

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12" DEEP PRE-ENGINEERED LAMINATED WOOD BEAMS (CONT.)

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2X12 PT WOOD BLOCKING AT 16" O.C.

AutoCAD SHX Text

AutoCAD SHX Text A1.1

AutoCAD SHX Text

WALL SECTION @ RIDGE

AutoCAD SHX Text 3/4" = 1'-0"

AutoCAD SHX Text

BEARING EL. 13'-0" A.F.F.

AutoCAD SHX Text

AutoCAD SHX Text A1.1

AutoCAD SHX Text

WALL SECTION @ EAVE

AutoCAD SHX Text 3/4" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text A1.1

AutoCAD SHX Text

BUILDING SECTION

AutoCAD SHX Text 1/4" = 1'-0"

AutoCAD SHX Text METAL SIDING ON PT 2X4 GIRTS @ 2'0" o.c.

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METAL SOFFIT

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12" DEEP PRE-ENGINEERED LAMINATED WOOD BEAMS (CONT.)

AutoCAD SHX Text

6X6 PT WOOD POST

AutoCAD SHX Text

METAL CLAD WOOD EAVE

AutoCAD SHX Text

METAL DRIP EDGE

AutoCAD SHX Text

EXISTING ASPHALT PAVEMENT

AutoCAD SHX Text PRE ENGINEERED WOOD TRUSSES @ 2'-0" o.c.

AutoCAD SHX Text

METAL SIDING

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6X6 PT WOOD POST

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BEARING

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GRADE

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AutoCAD SHX Text A1.1

AutoCAD SHX Text

NORTH ELEVATION

AutoCAD SHX Text 1/8" = 1'-0"

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6X6 P.T. WOOD POSTS

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1'6" DIA. CONC. FOOTINGS

METAL SIDING ON 2X4 P.T. WOOD GIRTS

E X T E R I O R E L E V A T I O N S

10-11-23 REVIEW

N U M B E R :

T I T L E :

I S S U E :

A R C H I T E C T S P L A N N E R S

W I L L I A M V O G A N a s s o c i a t e s

P O R T H U R O N A R E A S C H O O L D I S T R I C T

C L I E N T :

ARCHITECTURAL SEAL:

4 8 0 6 0

T : ( 8 1 0 ) 9 8 5 - 3 5 1 1 E : williamgvogan@gmail.com

P o r t H u r o n , M I 4 1 3 B a r d S t r e e t

A2.2

P R O J E C T N O . :

A P P R O V E D B Y :

C H E C K E D B Y :

D R A W N B Y :

P R O J E C T :

0 6 - 2 6 - 2 3

V E H I C L E S T O R A G E B U I L D I N G

W V

X X X X

4 0 3 5 D O V E R O A D P O R T H U R O N , M I 4 8 0 6 0

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DO %%UNOT%%U SCALE FROM DRAWINGS

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XX-XXXX-XXXX

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SOUTH ELEVATION

AutoCAD SHX Text 1/4" = 1'-0"

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WEST ELEVATION

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1/4" = 1'-0" (EAST ELEV. SIMILIAR)

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BEARING

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GRADE

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BEARING

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GRADE

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METAL ROOFING

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METAL DRIPEDGE

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METAL CLAD WOOD EAVE

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6X6 P.T. WOOD POST

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METAL SIDING

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1'-6" DIA. CONCRETE FOOTING

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METAL CLAD WOOD RAKE BOARD

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METAL DRIP EDGE

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METAL SIDING

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6X6 P.T. WOOD POST

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1'-6" DIA. CONC FOOTING

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AFFIDAVIT OF COMPLIANCE – CRIMINAL BACKGROUND CHECKS

The undersigned, the owner or authorized officer of ________________________ (the “Contractor”), pursuant to the criminal background compliance certification requirements of the Port Huron Area School District (the “School District”), hereby certifies, represents and warrants that the Contractor has performed and/or will perform sufficient criminal background checks, including, at a minimum, an Internet Criminal History Tool (“ICHAT”) check, for all of the owners, employees, agents, representatives, contractors and/or other personnel who will be on any School District premises to carry out the services contemplated by the Contract documents. The Contractor further hereby certifies that no owner, employee, agent, representatives, contractor and/or other personnel of the Contractor will be on any School District premises if they are a registered criminal sex offender under the Sex Offenders Registration Act, Public Act 295 of 1994, or have been convicted of “Listed Offences” as defined under Section 722 of the Sex Offenders Registration Act, MCL 28.722

The Contractor further acknowledges that if it is found to have submitted a false certification or otherwise fails to comply with the requirements of this certification, the School District may immediately terminate the Contract.

Signature Title:

Name of firm:

STATE OF MICHIGAN

COUNTY OF

On this day of , 20___, before me a Notary Public in and for said county, personally appeared , agent of the firm , and who acknowledged the same to his free act and deed as such agent.

Notary Public

SWORN AND NOTARIZED AFFIDAVIT OF COMPLIANCE - IRAN ECONOMIC SANCTIONS ACT

Michigan Public Act No. 517 of 2012

All bidders must submit the following certification statement in compliance with Public Act No. 517 of 2012 (the “Iran economic sanctions act”) and attach this form to the bid. The Port Huron Area School District shall not accept a bid that does not include this sworn and notarized certification statement. This form must be completed in its entirety.

The undersigned, the owner or authorized officer of ________________________ (the “Contractor”), pursuant to the compliance certification requirement provided in the Port Huron Area School District (the “School District”) Request for Proposal, hereby certifies, represents and warrants that the Contractor (including its officers, directors and employees) is not an “Iran linked business” within the meaning of the Iran Economic Sanctions Act, Michigan Public Act No. 517 of 2012 (the “Act”), and that in the event the Contractor is awarded a contract as a result of the aforementioned Request for Proposal, the Contractor will not become an “Iran linked business” at any time during the course of performing the work or any services under the contract.

The Contractor further acknowledges that any person who is found to have submitted a false certification is responsible for a civil penalty of not more than $250,000.00 or 2 times the amount of the contract or proposed contract for which the false certification is made, whichever is greater, the cost of the School District’s investigation, and reasonable attorney fees, in addition to the fine. Moreover, any person who submitted a false certification shall be ineligible to bid on a request for proposal for three (3) years from the date it is determined that the person has submitted the false certification.

Signature Title:

Name of firm:

STATE OF MICHIGAN

COUNTY OF

On this day of , before me a Notary Public in and for said county, personally appeared , agent of the firm , and who acknowledged the same to his free act and deed as such agent.

Appendix B

SWORN AND NOTARIZED FAMILIAL DISCLOSURE STATEMENT

All bidders must submit the following familial disclosure statement in compliance with Section 1267 of the Revised School Code (MCL 380.1267) and attach this form to the bid. The Port Huron Area School District shall not accept a bid that does not include this sworn and notarized disclosure statement.

The Familial Disclosure Statement form must be completed in its entirety.

By this sworn and notarized statement, I am disclosing the familial relationship(s) that exists between the owner(s) or any employee of the firm and any member of the Port Huron Area School District Board or the Superintendent of Port Huron Area School District as follows: (Please provide owner/employee name, position, name of relative and the nature of the familial relationship or state NONE).

The following are the familial relationship(s):

Name of Owner/Employee Relative Nature of Name Position (Board Member/Superintendent) Relationship

Attach additional pages if necessary to disclose familial relationships

There is no familial relationship that exists between the owner or key employee of the Vendor submitting a proposal and any member of the Port Huron Area School District Board or the Port Huron Area School District Superintendent.

Signature Title:

Name of firm:

STATE OF MICHIGAN

COUNTY OF

On this day of , 20__, before me a Notary Public in and for said county, personally appeared , agent of the firm , and who acknowledged the same to his free act and deed as such agent.

Appendix A

Prints for OPS Vehicle Storage Building.pdf

1_T1.1 TITLE SHEET-T1.1_TITLE SHEET

Sheets and Views

T1.1_TITLE SHEET

2_REF REFERENCE-REF_REFERENCE SHEET

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REF_REFERENCE SHEET

3_1.1 FOUNDATION PLAN-A1.1 FOUNDATION PLAN

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A1.1 FOUNDATION PLAN

4_A2.1_EXTERIOR ELEVATIONS-A1.1_FLOOR PLAN

Sheets and Views

A1.1_FLOOR PLAN

5_A2.2 EXTERIOR ELEVATIONS-A1.1_FLOOR PLAN

Sheets and Views

A1.1_FLOOR PLAN

File details come from the government source that posted it. Updated Apr 3, 2024.