SECTION 0030 PROPOSAL FORM PROJECT: This project includes new construction of one (1) single family dwelling and one (1) two family dwelling for the Granite Falls Economic Development Authority. This is Phase 1 of a two phase project. Each of the three (3) total units includes two bedrooms, one bath, living, dining and kitchen with rear patio and a single or double attached garage. Each unit is 988sf of finished living space. The project scope involves site work including all utility connections to each unit, site grading, concrete drives connecting to the street, lawn and landscaping. Removal of existing site materials such as concrete or trees to perform the work, to be verified onsite for bid.

Owner: Granite Falls Economic Development Authority (EDA) Linda Mathiasen, Executive Director 641 Prentice Street, Granite Falls, MN 56241 Project Managers: Southwest Minnesota Housing Partnership (SWMHP) Jesse Schott, Director of Construction Services 507-836-1626 James Arentson 507-836-1630 2401 Broadway Avenue, Suite 4 Slayton, MN. 56172 This Bid Package Includes the Following:

1. Bid Proposal and Bid Form 2. Specifications 3. Drawings; Granite Square – Phase 1, Single-family and two-family project plans 4. Minnesota Prevailing Wage Rates – Yellow Medicine County

Instructions to Bidders: Sealed bids will be received by - Granite Falls Economic Development Authority, located at 641 Prentice Street, Granite Falls, MN 56241, no later than 2pm on Tuesday, September 14th, 2021. All bids to be marked “Granite Square – Phase 1”. Bids received after this date and time will not be opened. A public bid opening to be held at the Granite Falls Economic Development Authority at 2:00pm on Tuesday, September 14th, 2021, to open bids. Bidders: The undersigned, having familiarized himself with the local conditions affecting the cost of the work and with the construction documents as prepared by Partnership Design, Slayton, Minnesota, hereby propose to furnish all labor, materials, services, and any incidentals required as indicated on the drawings and in the specifications for the project and the bidder shall comply with the Requirements of Minnesota Department of Labor and Industry Prevailing Wages for State Funded Construction Jobs, under the terms as set forth below: Amount shall be shown in both words and figures. In case of discrepancy, the amount shown in words will govern. I hereby acknowledge receipt of the following addenda: (addenda & date) 1. 2.

BASE BID – Granite Square – Phase 1 – 400 Block of 10th Ave, Granite Falls, MN 56241 For the construction of (1) single family and (1) two-family dwelling with concrete foundation; gable style roof; completion of main floor; all mechanical, electrical & plumbing; attached garages; and site work for the sum of:

$ ($ ) ALTERNATE #1 – Single Family and Two-Family project Increase blown attic insulation from R-38 to R-49 in all buildings, excluding garages. $ ($ ) ALTERNATE #2 – Single Family and Two-Family project Change interior doors from hollow core to solid core in all buildings. $ ($ ) ALTERNATE #3 – Single Family and Two-Family project Add to install gypsum board finish on all unfinished interior garage walls and ceilings, tape joints and paint, all garages. $ ($ ) If the base bid is accepted, the bidder agrees to commence work upon receipt of Notice to Proceed issued by Southwest Minnesota Housing Partnership and obtains substantial completion and temporary Certificate of Occupancy of the homes within 150 calendar days. Construction to start fall of 2021, final Certificate of Occupancy by May 31st, 2022. The bidder agrees that if he/she is the apparent low bidder, he/she will submit a complete list of proposed Subcontractors and suppliers within forty-eight (48) hours of the bid opening to SWMHP for approval. It is the bidders understanding that no Contracts will be awarded until this list is fully approved. This Proposal is submitted after careful study of the plans and specifications and from a personal knowledge of the conditions at the building site(s), which knowledge was obtained from the under-signer’s own sources of information and not from an official or employee of SWMHP. The undersigned does declare that this proposal is made without improper connection with any other person or persons making a proposal on this same contract and is in all respects fair and without collusion or fraud; and the undersigned does further declare that no person or persons acting in any official capacity for SWMHP is directly or indirectly interested therein, or in the supplies of works to which it relates, or any portion of the profits thereof. It is understood and agreed that this proposal cannot be withdrawn within thirty (45) calendar days without the consent of the Granite Falls Economic Development Authority, and that said Owner has the right to accept or reject any or all proposals and to waive any irregularities thereof. Correct Name of Firm: Address of Firm: Signature of Contractor Date Contractor's License Number

SPECIFICATIONS FOR:

Granite Square

Phase 1

PREPARED BY:

Southwest Minnesota Housing Partnership

2401 Broadway Avenue, Suite 4

Slayton, MN 56172

OWNER: Granite Falls Economic Development Authority

Linda Mathiasen, Executive Director 641 Prentice Street, Granite Falls, MN 56241

DATED:

August 18th, 2021

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INSTRUCTIONS TO BIDDERS, AIA Document A701-2007, 2007 Edition, Articles 1 through 18, are hereby made

a part of this specification. A copy of this document is available for review at the SW. MN. Housing Partnership

office, 2401 Broadway Ave., Suite. 4, Slayton, MN 56172. Any Contractor unfamiliar with this document should

obtain a copy through www.aia.org or by calling 1-800-365-2724, Mon. – Fri 8am to 7pm EST.

DIVISION 1 - GENERAL CONDITIONS

THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, AIA Document A201-2007,

2007 Edition, Articles 1 through 14, are hereby made a part of this specification, except as amended by the

Supplementary Conditions. A copy of this document is available at the SW MN Housing Partnership office, 2401

Broadway Ave., Suite. 4, Slayton, MN 56172, for review. Any contractor unfamiliar with this document shall obtain

a copy.

All General Contractors shall be licensed building contractors in the State of Minnesota. All mechanical and electrical

subcontractors shall be licensed to do work in the State of Minnesota and the municipality where work is being done

if so required.

I. Bids and Proposals.

A. Each subcontractor shall carefully review plans and specifications and verify field conditions to

provide a complete bid. Errors, inconsistencies and omissions shall be reported to the SW MN

Housing Partnership and/or identified on proposals. No allowance shall be made to the contractor

for items that could be reasonably established by normal construction practice or from review of the

plans and specifications.

B. Bidder shall comply with the Requirements of Minnesota Department of Labor and Industry

Prevailing Wages for State Funded Construction Jobs. Refer to the attached wage rates and

explanations.

C. Include pricing on bid for alternates listed. Provide separate price for each alternate, and indicate

whether they are adds or deducts from the base bid.

D. All work shall be in conformance with all local and state codes including current versions of:

Minnesota Residential Code

Minnesota Residential Energy Code

E. Each contract shall include in their bid all local and state sales tax, freight to jobsite and equipment

necessary to complete the work in its entirety.

F. If a General Contractor submits a bid for this project, then the contractor shall thereby have

warranted and represented to SW MN Housing Partnership and/or the Owner that the contractor is

fully acquainted with the site of the project, the scope of the project, nature and location of each

subcontractor's work including but not limited to, site utility locations (i.e. sewer and water line

depths), and of any conditions or other matters of any kind which in any way might affect the

contractor's work or the cost to the contractor's work, and that the contractor has advised the SW

MN Housing Partnership of all items which could or should be changed on the plans and

specifications in order to make the contractor's work more economical or so that same may be

performed in the best interests of the SW MN Housing Partnership, and/or the Owner. The

contractor warrants that they are aware of no other items which would change the bid price or which

would require a change order. The contractor agrees that SW MN Housing Partnership’s desire is

that nothing is omitted from the bid, which would cause a change in the bid price, thereby requiring

that a change order be executed.

G. The contractor further warrants to SW MN Housing Partnership that upon accepting a contract from

the SW MN Housing Partnership and/or the Owner, that they have adequate manpower and

resources to complete this job in a timely manner (as specified in section III.A. of the General

Conditions) and that schedule conflicts caused by other projects shall not alter the schedule of this

project.

II. Permits, Fees and Insurance.

A. Each contractor (General and Subs) shall secure and pay for all building permits, connection permits

service charges, etc., and all other permits and governmental fees, licenses and inspections necessary

for the proper execution and completion of the Work which are customarily secured after execution

of the Contract, and which are legally required at the time the bids are received. This would include

but not necessarily limited to all electrical hook up charges, electric meter charges, water meter

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setting charge, water meter costs, water connection charge, sewer extension charge, sewer

connection charge, sewer and water district fees, gas main extension charge, gas meter setting

charge, gas meter costs, telephone pre-wire charges, telephone connection fees, park dedication fees

and all winter charges required by the utility companies for work started after October 15th, or

stipulated cold weather charges. General Contractor shall confirm all fees are covered. The general

contractor shall be responsible for coordinating with the electrical sub-contractor to ensure that final

electrical power for the home gets installed in a timely manner and does not delay Issuance of the

Certificate of Occupancy.

B. Provisions shall be made for cable TV and telephone installations so that they are ready for

connection by the utility companies. It shall be the responsibility of the owner to order service for

cable TV and telephone.

C. The General Contractor shall provide a Certificate of Insurance noting the following coverages:

Worker's Compensation, General Liability (Bodily Injury and Property Damage) and Automobile.

(See Supplementary Conditions)

D. The General Contractor shall provide Builder's Risk Insurance for all new construction unless

noted otherwise (See Supplementary Conditions). The Owner shall obtain and pay for liability

coverage on the property.

III. Time.

A. The contractor shall be verbally notified of the issuance of the Notice to Proceed. The Notice shall

be pro-dated 5 working days (7 calendar days) and mailed to the contractor for signature. It is post-

dated in order for the contractor to coordinate and mobilize sub-contractors to be on-site. The

contractor can start prior to receiving the notice by mail only if they contact SWMHP and ask for a

copy of the Notice to Proceed to be faxed so written authorization to begin work can be obtained

prior to start. The property where construction will occur must be completely vacant and untouched

until the day of the Notice to Proceed. Contractor will be subject to liquidated damages upon

delaying a project due to Title problems caused by an early start. Damages will be in the amount of

$100.00 per calendar day from the day of infraction to the day of construction start.

B. Three pre-installation meetings will be required during construction: (1) waterproofing, (2) rough

framing and window flashing, (3) hvac system. These meetings will be coordinated with and

attended by SWMHP representative, Granite Falls EDA, general contractor, and applicable

subcontractors. Each home will also be tested twice: once during construction as determined by

SWMHP, and once at completion of construction for verification of compliance with construction

documents. Each home will be required to pass a blower door test of 3.0 air exchanges per hour or

less. Testing agency will be engaged by SWMHP for energy tests.

C. Substantial completion of each home shall be 150 calendar days from issuance of the Notice to

Proceed. This shall constitute receipt of a Certificate of Substantial Completion from the governing

Building Inspector. Final completion shall be no more than 180 days from issuance of the Notice

to Proceed. Any changes in time shall be made by written change order as per the contract

documents.

D. Upon nearing substantial completion the contractor will contact SWMHP to schedule a punch list

inspection. Within 5 calendar days after the date of substantial completion, the SWMHP project

manager will have completed and distributed a punch list to the contractor. The contractor shall

complete the punch list and schedule a final inspection with SWMHP on or before the 160th day

after the start date designated on the notice to proceed. It is strongly recommended that the

contractor be present during final inspection.

E. The contract shall include a clause for liquidated damages in the amount of $100.00 per calendar

day for delays on the project that are not approved by written change order. The contractor shall

notify the SWMHP Project Manager within three days of any delays pertaining to weather or related

scheduling, so that they can be documented and approved by all parties in change order form. The

liquidated damages amount shall be a mutually agreed upon amount between the General Contractor

and the Owner, for compensation of damages incurred including but not limited to additional

interest, lost income, alternate housing and storage, etc.

F. A copy of the completed punch list that has been signed and dated by both the contractor and

SWMHP will be sent to the contractor for their file upon the completion of the inspection. This

date signed by the SWMHP representative shall determine the date of final completion.

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IV. Supervision.

A. The General Contractor shall be responsible for his and all sub-contractors compliance and shall

coordinate all work with the SW MN Housing Partnership Project Manager and the local building

official or other city inspectors before, during and upon completion of the construction process.

B. The General Contractor shall be responsible for proper scheduling, phasing etc. and shall not

needlessly delay the work of any of the subcontractors on the project.

C. The General Contractor shall supervise and direct his employees and his subcontractors using their

best skill and attention and inspect work already performed under this contract to determine that it

conforms to the contract and building codes and in that it is in proper condition to receive subsequent

work.

D. The General Contractor shall be responsible for acts and omissions for employees or other persons

performing work under subcontract(s).

E. The General Contractor shall be responsible for initiating, maintaining and supervising all safety

precautions as required by Federal and State OSHA regulations in connection with the performance

of this contract.

F. The General Contractor shall be responsible for keeping a daily log on site that indicates sub-

contractors on site, weather conditions for that day and a description of work that day. Daily logs

will be reviewed by SWMHP upon each visit. Copies of the daily logs must be submitted with

lien wavers in order to receive payments. A copy of an approved daily log form can be

obtained from the SWMHP office.

G. The General Contractor will be responsible for all costs incurred in the commission of an

unauthorized change. Only change orders that are in writing and signed by owner and contractor

will be accepted as part of the contract. Verbal requests are not acceptable as change orders.

V. Site Use, Temporary Utilities and Cleanup.

A. The General Contractor and all subcontractors shall confine operations at the site to areas within the

property lines and shall not unreasonably encumber the site with materials, equipment or excessive

vehicle traffic. Mud or other debris, deposited on the road and or sidewalks, shall be removed by

the subcontractor causing such or fees assessed due to City removal will be paid by General

Contractor.

B. Materials shall be properly stored and protected against physical damage or damage caused by

weather.

C. All in place work shall be properly protected against physical damage or damage caused by weather.

D. The General Contractor and all subcontractors shall be required to keep the jobsite in a neat and

orderly fashion during the entire construction process. All construction debris shall be placed in a

dumpster provided by the General Contractor or placed in a location so designated by the SW MN

Housing Partnership. Manage and document ordering, use, recycling and disposal of materials so

that no more than 2.5 lbs of waste per square foot of conditioned floor area (include basement and

first floor) is sent to a landfill and/or incinerator. Provide documentation to SWMHP prior to

closeout.

E. A thorough cleanup shall be done by the General Contractor and all subcontractors at the end of

each week. The General Contractor or each subcontractor shall clean up after completion of each

work phase of the project, and the site should be kept in a neat and orderly fashion on a daily basis

during the construction process, to avoid debris blowing around and off-site. Protect ductwork

from damage and debris during construction. Supply and return air duct grilles shall be sealed

throughout construction process at grille locations until all work is completed by covering grille

openings with cardboard and taping all edges. If HVAC system is used during the construction

process, furnace filter with MERV rating of 8 minimum must be used during construction, all

ductwork shall be vacuumed, disinfected and inspected by SWMHP and furnace filter replaced after

construction but before occupancy.

F. If the General Contractor fails to keep the project cleaned up as required, the SW MN Housing

Partnership may have the cleaning done, and the cost thereof shall be charged to the General

Contractor and deducted from their contract.

G. General Contractor shall pay for all temporary heat, electricity, water, and refuse removal

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required while the house(s) are being built. This shall remain in effect for 30 days beyond the

date indicated on the final completion punchlist from the SWMHP (as described in Section III.

E.).

H. General Contractor shall provide portable restroom/s for the duration of the construction. The septic

plumbing or bathroom of house/s shall not be used as a restroom. Houses are subject to buyer

review at all times.

I. The contractor shall also be responsible for keeping all parts of the site and project free of the

accumulations of snow during winter construction. This shall be from the start date on the Notice to

Proceed to the date of final completion. At this time, the responsibility of all maintenance of the

home(s) shall be the responsibility of the Owner.

VI. Closeout, Punchlist and Warranty.

A. Upon substantial completion of the project, the General Contractor shall forward the Certificate of

Occupancy to the SWMHP, and shall coordinate a substantial completion inspection with the

SWMHP Project Manager. The Project Manager shall compile a comprehensive list of all

deficiencies and defects and distribute this list to the General Contractor. The General Contractor

shall be responsible to distribute to each subcontractor for correction. Each subcontractor shall

review this list and correct each item they are responsible for or provide written reason as to why a

deficiency cannot be corrected. The General Contractor shall be responsible for verifying that each

item has been properly completed, and sign and return this list to the SW MN Housing Partnership

within the stipulated time period, unless the SWMHP Project Manager grants additional time for

acquiring replacement material.

B. Substantial completion is the stage in the progress of the work when the work or designated portion

thereof is sufficiently complete and cleaned in accordance with the contract, a permanent or

temporary Certificate of Occupancy has been issued by the local building official (if required) and

the Owner can occupy or utilize the work for its intended use whether they chose to occupy or not.

It is the project manager’s assumption that the project has been gone through by the General

Contractor, and no reasonable items remain to be completed at the time of the substantial completion

inspection.

C. Before the final completion inspection, the General Contractor shall be responsible for all items

being thoroughly cleaned and repaired of any damages, which may have occurred during

construction.

D. Upon receipt of the completed punch list that has been signed off by the General Contractor, the

SWMHP Project Manager will conduct a final inspection, preferably with the contractor, and upon

final inspection, the project manager will approve the completed punch list.

E. The General Contractor warrants to the owner that he/ she or the responsible subcontractor will

remedy any defect or condition not inherent in the quality permitted or required or that which

prevents proper use of the product, resulting from workmanship, defective materials, or

noncompliance with standards for a period of one (1) year; two (2) years for faulty installation of

plumbing, electrical, heating, and cooling systems and ten (10) years for major structural defects or

as required by state law. This warranty excludes defects caused by abuse, improper maintenance,

improper operation, normal wear and tear under normal usage and any alternation made by owner

and does not cover normal maintenance items. This warranty shall exceed any warranties provided

for by a manufacturer of an installed product.

F. Before final payment, provide a walk-through and orientation to the homeowner that reviews the

building's features, operations, and maintenance.

G. If an item is thought by the owner to be a warranty item, the Owner shall submit to the General

Contractor, in writing, notification of such defect. Disputes between General Contractor and

homeowner will incur charges from SWMHP.

VII. Progress Payments.

A. Payment shall be made for work completed and approved or properly stored and secured on site.

The General Contractor shall submit a monthly pay request to the SWMHP on a date agreed upon

by all parties. The SWMHP will provide the General Contractor with the payment request forms to

be used, unless AIA forms are used by the contractor. General Contractor to get approval of pay

request forms prior to first pay request submittal. The pay request shall be for all completed work

or materials stored on site for that pay period. The SWMHP Project Manager will then complete a

site inspection and upon approval, the owner shall approve payment to the contractor. Payment

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shall be made to the General Contractor no more than 21days from the date that the pay request is

due to the SWMHP.

B. The Owner shall, upon substantial completion, issue payment to the General Contractor for the

balance of the contract less any amounts agreed upon by both parties to complete punch list items

or items needed to be escrowed for later completion due to delivery or weather delays beyond the

control of the General Contractor. This amount shall not exceed 1 ½ times the estimated value of

the work to be completed. Upon completion of the punch list work, the contractor shall submit for

final payment including all changes to the contract the SWMHP within 10 days.

VIII. Owner’s Choice Item(s):

A. Owner’s Choice Item(s) used in this specification are provided to allow the owner more latitude in

their final selection(s) or to cover items that are not determinable at the time of bidding. Unless

otherwise stated, Owner’s Choice Item amounts shall cover the cost of material and special

equipment, including sales tax and delivery. The contractor's costs for unloading, installation costs

and overhead and profit shall be included in the contract and not in the amount for the item.

(Exceptions shall be made if materials selected are more labor intensive than originally included in

the amount allowed for the item)

B. Earthwork allowances, if specified, shall be treated as time and material for all costs involved to

complete that portion of the work to which the allowance is used.

C. Whenever costs are more than the amounts listed, the contract sum shall be adjusted accordingly

with a written change order issued by the SW MN Housing Partnership. If the contractor cannot

properly complete the work covered under an owner’s choice item for the amount specified, the

contractor shall immediately notify the SWMHP Project Manager. The Project Manager will confer

with the contractor to try to achieve an acceptable solution. If they cannot, the Project Manager will

notify the Owner. If the amount is adjusted in any manner, a written change order must be issued

by the SWMHP prior to ordering material or completion of work. If work is not authorized or

completed without approval from the SWMHP, the work will not be paid for by the Owner. All

owner’s choice items are treated as individual amounts. Owners must use up to the amount

specified. Any unused allowances for any choice item can be refunded or transferred to

another allowance. The contractor or sub-contractor is expected to reveal each choice item amount

that pertains to them to the potential buyer / owner, and show good faith in providing a quality

product and / or service for that choice item. It is the General Contractors responsibility to ensure

choice item allowances are consistent with the approved budget.

A. Black dirt/ Fill: As specified

B. Landscaping: As per site plan

C. Finish light fixtures (see Division 16): $1,400.00

D. Appliances (see Section 11452.1.): $4,200.00

E. Cabinets Per Drawings

F. Carpet: As specified

G. Vinyl floor covering: As specified

H. Other $

Submittals

A. Subcontractor’s List - Within (3) days of notification of bid approval, contractor shall submit a

subcontractor’s list to the SWMHP Project Manager for approval.

B. Cost Breakdown - Within (3) days of notification of bid approval, contractor shall submit an itemized cost

breakdown including overhead and profit costs to the SWMHP Project Manager for approval.

C. Shop Drawings - Provide all supporting data to show compliance with specifications. Check and note all

errors on shop drawings prior to submittal to the SWMHP. Contractor shall submit 4 sets of submittals for

each item requested to the SWMHP Project Manager. Items requiring shop drawings are as follows:

a. Concrete mix designs

b. Floor and roof trusses

c. Exterior doors and storm door

d. Overhead door(s)

e. Interior doors

f. Windows

g. Shingles, warranty

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h. Cabinets and counters

D. Special submittals may be required for certain products to verify compliance.. See individual sections in

specifications for submittal requirements

E. Samples - Provide samples in sufficient size to permit an accurate appraisal of color, texture, finish,

workmanship and other characteristics. Submit supporting data showing compliance with specifications.

Submit samples with shop drawings when both are required.

F. Color Selections - Contractor shall submit color choices to the SWMHP project Manager for selection by

the Owner. Materials for color selection shall be from manufacturers full line of standard colors or

selections. a. paint colors (one color scheme per home)

b. carpet/ pad/ resilient flooring/tile

c. plastic laminate countertops d. exterior siding (2 colors per house)

e. Manufactured stone

f. Soffit and facia materials

g. Shingles h. Appliances

i. Cabinets

j. Windows

k. Doors/ casings/ trim l. light fixtures

m. door hardware

n. bath accessories

G. Operating and Maintenance Manuals – Contractor shall submit to the SWMHP Project manager, at the date

of substantial completion of the project, a project manual including copies of: shop drawings, as-built

drawings (documenting any changes), operating instructions, all manufacturers warranties, guaranties, etc.

for all items on the project. Include in the manual a routine maintenance plan for the homeowner, instructions

for appliances, HVAC operations, water-system turnoffs, lighting equipment and other systems, of the

building and site. General information on the features of the home and site will be provided by SWMHP to

the builder for inclusion in the manual. The manual shall be in a 3 ring binder or otherwise bound, in order

to be turned over to the prospective home buyer. Final payment will be delayed until manual is received

by SWMHP.

SUPPLMENTARY CONDITIONS

A. Contractor’s Insurance requirements:

1. For the duration of the contract, the Contractor shall maintain Statutory Workman’s Compensation and

shall maintain Employer’s Liability Insurance with minimum limits of $1,000,000. Contractor shall

require Subcontractors to provide Workman’s Compensation and Employer’s Liability Insurance with

the same limits.

2. For the duration of the contract, the Contractor shall maintain Comprehensive General Liability

Insurance with minimum Bodily Injury limits of $500,000 for each person and $1,000,000 per

occurrence. Contractor shall maintain Property Damage Insurance with min. limits of $1,000,000 per

occurrence and $2,000,000 aggregate. Contractor shall require Subcontractors to Provide like insurance

with equal limits.

3. Contractor shall maintain Comprehensive Automobile Liability Insurance for all owned, non-owned and

hired vehicles with min. limits for Bodily Injury of $500,000 per person and $1,000,000 per occurrence;

and Property Damage min. limits of $1,000,000 for each accident. Contractor shall require

Subcontractors to provide like insurance with equal limits.

4. The Contractor shall obtain Builder’s Risk Insurance for the full value of the bid price of this project and

shall maintain it in force during the full term of the construction of the contract, and shall remain in

effect for 30 days beyond the date indicated on the final completion punchlist from the SWMHP

(as described in Section III. E.).

5. Contractor shall not commence work at the site under this contract until he has obtained all required

insurance and until the Owner and the SWMHP have approved such insurance. The Contractor shall not

allow any subcontractor to commence work until all insurance required has been obtained and approved.

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Approval of the insurance by the Owner and the SWMHP shall not relieve or decrease the liability of

the Contractor hereunder. Certificates of insurance shall be filed with the owner and the SWMHP prior

to commencing work.

6. The Contractor shall not cause any insurance to be cancelled nor permit any insurance to lapse. All

insurance policies shall include a clause to the effect that the policy shall not be cancelled or reduced,

restricted or limited until ten (10) days after the owner has received written notice as evidenced by return

receipt or registered or certified mail. Certificates of insurance shall contain transcripts from the proper

office of the insurer, evidencing in particular those insured, the extent of the insurance, the location and

the operations to which the insurance applies, the expiration date, and the above mentioned notice of

cancellation clause.

SECTION 1303.2402 – RADON CONTROL

A. In accordance with the Minnesota Residential Code, Section 1303.2402 Requirements for Passive

Radon Control Systems, including the T fitting detail and subparagraph 3: A “T” fitting shall be

installed beneath the soil-gas membrane with a minimum of 10 feet of perforated pipe connected to

any two openings of the “T” fitting or by connecting the two openings to the interior drain tile

system. The third opening of the “T” fitting shall be connected to the vent pipe. All fittings shall be

a tight fitting.

B. The vent pipe needs to be located in such a way so as to be able to install a fan if necessary. Vent

pipe should run from the sump pit using an approved 3 inch pipe. Confirm pipe and sump pit

location with SWMHP before installing. Sump lid must be sealed and have a 3 inch pipe connection

for venting.

C. Electrician must provide an NEC approved outlet in attic close to the vent pipe in order for a fan

installation.

D. Follow the detail provided in the Minnesota Residential Code for the typical sub-slab

depressurization active radon system.

E. Further details on the installation of a passive sub-slab depressurization system can be obtained

online at www.epa.gov/radon/images/buildradonout.pdf or by calling SW MN Housing Partnership.

F. Seal any through floor penetrations such as cracks, water lines and plumbing rough-ins.

G. Code requires a layer of gas-permeable material (pea rock) 4 inches minimum thickness as a sub-

floor material under all slabs within the house foundation. Garage foundation is not included unless

it is within the walls of the living space (ie. Tuck under garage).

H. General contractor to provide and install an active radon mitigation system into the dwelling unit.

I. All piping in attic needs insulation per code.

SECTION 01 4000 – QAULITY REQUIREMENTS

A. General Contractor to provide a blower door test per code to achieve 2.6 Air Exchanges Per Hour.

B. General Contractor to provide the owner with a HERS rating certificate that shows the single family

dwelling achieves the standard HERS Index score of 85 or less.

C. General Contractor to provide the owner with radon testing results showing the single family dwelling

achieves less than 4.0 pcls.

D. All testing to be completed by a third party.

SECTION 02200 – EARTHWORK

A. Accurately locate building on property according to drawings and setbacks required on property.

Verify setbacks on site plan with City covenants and / or zoning. Provide benchmarks for the

concrete and masonry contractors to use.

B. Throughout the construction process, provide erosion and sedimentation control according to EPA

requirements outlined in the EPA document, Storm Water Management for Construction Activities

(EPA 832-R-92-005) or local requirements, whichever is more stringent.

C. House elevation shall be approximately 24" above flow line of the curb & gutter or as determined

by city engineered plans and existing elevations of neighboring houses or as designated by the site

plan. Excavating contractor is required to provide and install enough pre-approved fill to backfill

foundation as would be allowed by code and approved by Owner.

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D. Clear site of trees and shrubs that have been determined to need to be removed. Haul to an approved

site. Preserve trees and shrubs from damage caused by equipment that are requested to be saved.

E. Strip and stockpile top soil on site for finish grade work.

F. Excavate to bottom of new footing. Hand excavate to final grade elevation if necessary.

G. Provide dewatering for excavation if necessary. Temporary dewatering shall be in place for concrete

and masonry contractors.

H. Backfill basement and footing excavation areas with approved materials or as shown on drawings

only after walls are well braced and/or floor structure is in place and secure. Do not backfill with

frozen material or any solid material larger than 1' in its largest dimension. Care shall be taken to

avoid any damage to waterproofing. It is the responsibility of the contractor to correct any damage

to waterproofing. Provide proper compaction of soils in critical areas.

I. Provide sub-cut and finish grade work for retaining wall locations when retaining walls are shown

on plan.

J. Spread existing topsoil evenly over backfilled area and yard area keeping a minimum of 4 inches of

black dirt throughout the seeded / sod area making sure that the final grade slopes down and away

from the building. Correct any water ponding areas. Contractor to allow for settling and correct

settling that occurs. All remaining excavated material shall be hauled away to an approved site.

K. Maintain a minimum 6" slope in first 10' from structure (2% minimum at paving). Follow all

drainage requirements of the city, if any. Report drainage discrepancies to SWMHP for further

direction.

L. Finish grade topsoil and leave in a manner that is ready for fine grading by the landscaping

contractor.

M. Supply and install approved rock under all basement slabs and concrete slabs within foundation

walls of the living space (see Radon Control), and compacted granular material under garage floors,

and exterior concrete slabs, walks and driveways. Finish grade of granular material to be done by

concrete labor.

N. Supply pea-rock, 3/4" minus or reject rock for drain tile installation, allowing 12" minimum cover,

in compliance with International Residential Code.

SECTION 02900 - LANDSCAPING

A. Landscaping and labor shall be included in this contract. Landscaping to include the following:

1. Fine grade and prepare topsoil for seed or sod. Weed control is expected. Weeds in excess of

10% of the lot will not be acceptable.

2. Provide contractor grade vinyl edging and a min. 3” depth of washed river rock over 6-mil poly

shall be installed in areas noted on site plan.

3. Plantings shall include foundation plantings per the site plan. Owner or Project Manager shall

choose plantings from the following selection of native and adapted plants. Alternate native or

adapted plant materials may be submitted for approval by SWMHP:

SHADE TREES

Oak, Swamp White (Quercus bicolor) 2.5" Cal. BB, Specimen form with full crown

Birch, River - clump form(Betula nigra) 14' BB, Multi-stem

Hackberry(Celtis occidentalis) 2.5" Cal. BB, Specimen form; full crwn;30-50'w

Maple, Firefall, ((Acer x Freemanii ‘AF#1’).

ORNAMENTAL TREES

Sun

Crabapple, Red Splendor(Malus, 'Red Splendor')2.5" BB, Specimen form; full crown; 20' w

Hawthorn, Thornless,( Crataegus crusgalli ' Inermis') 2.5" BB, Specimen form; full crown;

15' w

Lilac, Ivory Silk (Syringa reticulata 'Ivory Silk') 1.75"/clump BB, Specimen form; full crown;

15' w

Shade

Dogwood, Gray(Cornus racemosa)2.0" BB,Specimen form; full crown; 15' w

Serviceberry, Autumn Brilliance (Amelanchier x grandiflora 'Autumn Brilliance')#10

Cont.,Specimen form; full crown; 15' w

Viburnum, Nannyberry Tree(Viburnum lentago) 2.0"BB, Specimen form; full crown; 15' w

SHRUBS

10

Sun

Bush Honeysuckle(Diervilla lonicera) no. 2 cont., Plant at 3' o.c.

Chokeberry, Iroquois Beauty (Aronia melanocarpa 'Morton') no. 2cont., Plant 6' o.c.

Lilac, Miss Kim(Syringa patula 'Miss Kim') no. 2cont. Plant 3' o.c.

Spirea, 'Neon Flash' (Spirea japonica 'Neon Flash') no. 2 cont., Plant at 3' -5'o.c.

Sumac, Fragrant 'Gro-Low'(Rhus aromatica 'Gro-Low') no. 2 cont., Plant at 3' o.c.

Shade

Barberry, Crimson Pygmy(Berberis thunbergii 'Crimson Pygmy')no. 2 cont., Plant at 3' o.c.

Dogwood, Red Gnome(Cornus alba siberica 'Red Gnome')no. 2 cont., Plant at 4'-5' o.c.

Dogwood, Red Twigged (Cornus sericea 'Baileyi')no. 2 cont., Plant at 5' o.c.

Viburnum, Blue Muffin(Viburnum dentatum 'Blue Muffin') no. 2 cont., Plant at 5' o.c.

Yew, Taunton(Taxus x media 'Taunton') no. 5 - 15"cont., Plant at 3' o.c.

4. In accordance with the site plan provide seeding, edging, rock, plantings and all misc. materials,

as well as labor for installation.

5. The contractor shall be responsible for maintaining (mowing) and watering all seeded or sodded

areas of the property, and properly watering all plantings until established.

SECTION 03200 - CONCRETE REINFORCEMENT

A. Concrete footings shall have 2 - #4 rebar running continuous unless shown otherwise. Lap rebar 24

bar diameters. Provide bolsters or chairs for spacing, supporting and fastening reinforcement in

place. At the very least, footings must be smooth finished using a magnesium trowel. Footings

must be signed off by a building official, otherwise contact SWMHP when footings are

completed.

B. Unless building codes require otherwise or as otherwise indicated in the drawings or specifications,

poured concrete walls shall have vertical 1/2" rebar spaced a maximum of 6'-0" o/c. and 3 - 1/2"

rebar evenly spaced running horizontally. See list of Alternates for poured concrete wall alternate.

C. Provide ½” diameter anchor bolts spaced 4'-0" o/c at house and 6'-0" o/c at garage and within 12"

from all corners and a minimum of two per wall.

D. Maintain 1-1/2" cover on all rebar in walls, 3" bottom cover in footings.

E. Concrete flatwork in the driveway and garage shall have 6x6 W1.4xW1.4 or fibermesh reinforcing.

F. In concrete/wood foundations: Install 2" extruded rigid insulation under entire basement slab.

Provide 6 mil poly on top of foam. Overlap joints by 6” or more, caulk and tape seams. Contractor

to ensure poly is laid prior to setting interior bearing walls for continuous barrier. This requirement

may be omitted for garages, utility buildings, and all exterior locations, or as designated by the local

building official.

G. All concrete flatwork for basement floor slabs and concrete walks do not need reinforcement.

SECTION 03300 - CAST-IN-PLACE CONCRETE

Furnish all labor, materials, tools, and equipment and perform all work necessary for or incidental to the

complete installation of all concrete work, completely coordinated with other trades.

A. All concrete, except grout, shall have a maximum slump of 4". Additional slump shall be obtained

using a superplastisizer. (Not additional water)

B. All concrete flatwork shall be poured over a min. of 4” of clean, compacted granular fill, ½”-1-1/4”

dia. in size. Provide finish grade and mechanical compaction on granular materials under all

concrete slab surfaces.

C. All concrete except the house footings shall be a minimum 4000-PSI concrete at 28 days. House

footings to be 5000-PSI per code at 28 days. Provide SWMHP with design mix upon submitting

pay requests for concrete. Fly ash content shall be 5-15%, maximum of 20% of the cement. Slag

content shall be 10-20%, maximum 30% of the cement.

D. Exterior concrete subject to freeze/thaw cycles shall have air entrainment added.

E. All interior flatwork shall be screeded, floated and steel-trowelled to a smooth finish.

F. Garage floor finish shall be trowelled coarser to prevent slippage from snow and ice.

G. All exterior concrete shall receive a light broom finish at right angles to direction of travel.

H. All concrete shall not exceed a 1/8" in 10' variance in height from true elevation.

I. Slope basement floor concrete to floor drains where required.

J. Slope concrete in the garage to the exterior overhead garage doors (min. 1:10 from back to front).

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K. Slope concrete away from foundations, maintaining proper drainage for the property.

L. Contractor shall install concrete control joint cuts as noted on plan or not to exceed 10'-0".

Coordinate with SWMHP Project Manager.

M. Concrete Contractor is responsible for the supplying a minimum of 4” perforated drain tile around

entire exterior and interior perimeter of house footings. Area well drains shall be connected to the

tile system and the entire drainage system shall run to plastic sump pit with a radon-controlled lid,

flush with finished floor, as located on plan. (A submersible sump pump.) shall run to a plastic sump

pit with an approved sealed lid as located on plan having a three inch hole for Radon plumbing to

be attached,. Plumbing contractor shall supply and install a 1/3 HP. submersible sump pump with

check valve and shall install discharge piping with PVC to discharge to the exterior of the house.

Plumber shall also supply and install a 25 ft. plastic discharge hose to the exterior.

N. Provide protection of concrete from excessive hydration and weather until properly cured for 7 days.

(Heat, cold, moisture etc.)

O. Provide footings for all concrete foundation walls, as shown on plans and/or required by code or the

building official.

P. Provide footings for exterior piers for decks, posts and etc. Include forms such as Sonotube for

exposed to view footings. Remove forms when concrete is cured.

Q. Provide excavation for footings less than 18" diameter (auguring method) as needed for deck and

post footings only.

R. Provide and install waterproof membrane between wall sheathing and concrete at entrance door

areas where they meet for steps and concrete landings in conjunction with building paper so that a

continuous drainage plane is maintained. Flashing membrane shall continue 6" below wood plates

and extend 12" above walking surface of concrete.

S. Treads and risers of concrete steps shall conform to building codes. Provide and install embedments

in concrete for railings if required by plan / drawings.

T. Driveway shall consist of a minimum sub-base of 6" mechanically compacted granular fill or depth

as needed to achieve proper grade elevations, and 4" of concrete.

U. Driveways to be installed as noted on site plan, Driveway will extend out to the curb.

V. Contractor is responsible for cutting, removing, disposing and replacement of the existing curb or

alley and sidewalk (if applicable), and matching to existing curb and street. Contractor shall obtain

and pay for all city permits.

W. Install curbs, sidewalks and approaches per city and / or DOT requirements.

X. Foundations shall be a nominal 8" thick poured concrete for house foundation walls.

Y. Garage foundation and stoop foundations shall be a nominal 6" thick. Walls to be reinforced as

noted above.

Z. Brace foundation walls to support and prevent movement during backfill. Remove bracing after

floor system has been installed.

AA. Tops of wall shall be finished smooth, ready to accept wood plates.

AB. Provide and install treated wood bucks for openings such as windows and doors. Coordinate with

mechanical and electrical subcontractors any opening requirements for pipes and vents.

AC. Refer to section 07100 Waterproofing for waterproofing work.

AD. Provide 5/8” expansion joint material between all concrete slabs abutting concrete or masonry walls

occurring in exterior or unheated interior slabs.

AE. Foundation: If basement slabs in a concrete foundation are not poured prior to framing interior

bearing walls, the wall must be built on top of a CMU or formed concrete curb at or higher elevation

than the finished concrete floor.

SECTION 05500 MISCELLANEOUS METALS

Submit shop drawings indication profiles sizes, connection and attachments.

A. Beams and columns sized to support loads imposed.

B. Anchors, bolts, shims and other fasteners. Select for type, grade and size required for installation.

C. Lintels for brick.

D. Railings.

E. Special counter supports.

F. Shop prime steel.

G. Weld field connections. Field prime welds.

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SECTION 06100 - ROUGH CARPENTRY

A. All work shall be done in a skilled, workman like manner.

B. All cuts shall be straight and true, all items installed plumb and accurate.

C. Studs, plates, sills, joists, headers, trusses, etc. shall be # 2 or better SPF or Hem Fir.

D. Triple studs at outside comers allowing for insulation to be installed after wall sheathing is installed.

E. Where lumber comes in contact with concrete, .40 or ground, .60 or better ACQ treated lumber will

be used.

F. Sill sealer shall be used under all plates on foundation walls.

G. See plans for cripple studs under all headers. Exterior headers shall be 2" x 6" or as shown on plan,

with rigid insulation tightly fit behind headers to fill stud space.

H. Secure all items with fasteners of adequate size and quantity per code and manufacturers

recommendations.

I. Install Tyvek Flexwrap self-adhered flashing or pre-approved equal at all windows, exterior doors

and other critical areas to prevent water infiltration. Follow window flashing sequence found in

drawings for window and door openings. Use primer if required to seal flashing to substrate.

Mechanical fastening in lieu of fully adhered flashing is not acceptable. House wrap should lap

over the top of the flashing at window and door heads.

J. Air infiltration barrier: Install one layer of Tyvek home wrap or pre-approved equal over wall

sheathing on house using Tyvek Wrap Caps (staples not allowed) following manufacturer's

installation instructions. Tape seams with approved air barrier tape.

K. Roof sheathing: APA approved Oriented Strand Board (OSB) or plywood. Install with gap at roof

peak as required to provide attic ventilation with continuous ridge vent.

L. Floor sheathing: APA approved plywood, 3/4" tongue and groove with span rating of 48/24. Screw

and glue floor sheathing to each floor joist using construction adhesive. Use of Oriented Strand

Board (OSB) for floor sheathing is NOT allowed.

M. Construct stairs allowing for proper headroom, rise and run of steps and proper fastening methods.

Allow for drywall and skirt boards at the sides of stair jacks. Temporary treads shall be installed

that are safe for construction use. Provide temporary guardrails when needed.

N. Roof sheathing to be a minimum of 1/2" O.S.B. with roof clips or as drawn, installed as per mfr.'s

specifications and building codes.

O. Wall sheathing: 1/2" plywood, OSB or as shown on drawings. Nailed as per mfr. specifications.

P. Provide misc. nails, fasteners, hangers, adhesives and framing clips.

Q. Provide continuous air and vapor barriers that can be installed after framing is completed, to comply

with the Minnesota Residential Energy Code. Seal edges, joints and penetrations. Pre-install air

and vapor barriers before framing in areas that are inaccessible after framing is complete.

R. Provide wind wash for attic insulation at soffit/eaves to bottom of the top cord of the trusses.

S. Provide foam insulation at rim joist of no less than R-21.

T. When joints of floor sheathing have swelled due to excess moisture, sand joints even with

surrounding floor before drywall finish has started.

U. Install insulation, poly and drywall at exterior wall locations behind tubs, showers and other

concealed areas.

V. Install concealed area drywall or draft stops when shown or required.

W. Provide backer blocking for all items which may need to be attached where there is no stud to

fasten to, such as stairway railings, toilet roll holders, towel bars, grab bars (near toilets and

showers), etc.

X. Seal all wall penetrations to prevent pest entry.

Y. Basement energy walls must be constructed to Minnesota Energy Code.

Z. Provide fire protection of floor structure in accordance with Minnesota Residential Code Section

501.3 Fire Protection of Floors.

SECTION 06200 - FINISH CARPENTRY

Finish carpentry includes carpentry work, which is exposed to view, is non-structural and is not

specified in other sections. Scribe to wall or irregular surfaces, miter comers, cope returns to

produce tight fitting joints. Nails shall be countersunk and ready for nail filler. Trim shall be

smooth, sanded and ready for finish. Wherever possible match trim for grain pattern and color.

Work included:

13

A. Millwork base and window and door casing shall be pre-finished oak, Color selection by owner

from standard colors. Miters at all corners and joints. Base shoe to be installed at all locations with

vinyl flooring and at bottom of patio door. Nails counter-sunk and ready for nail putty. Any exposed

particleboard surfaces shall be sealed with two coats low VOC polyurethane type sealer or other

approved method. ("Exposed" is defined as surface visible after installation is complete.)

B. Wood caps, and miscellaneous trim. Red oak, sizes and locations as shown on plan,. 1/2 wall caps

shall be oversized min. of 2”, centered on wall, and have matching cove molding installed on each

side of the wall under the cap.

C. Handrails shall be oak. Top and bottom of handrail shall have a 90 degree return to wall. Provide

anchors, fasteners and brackets for correct and solid installation.

D. Where called out on plans, stair parts shall be consistent with style selected. Provide balusters,

moldings, fillets, fittings, handrails, newels, nosing, risers, treads and other items to create a stair

system.

E. Where prefinished work is installed notify painter of raw ends that require additional finish.

F. Cabinets, countertops and other misc. trim work.

G. Caulking; labor for Section 07900

H. Interior doors; labor for Section 08200 wood doors.

I. Finish hardware; labor for Section 08710

J. Installation of underlayment; labor for Section 09600

K. Letters and plaques; labor for Section 10420

L. Bath accessories; labor for Section 10800

M. Porch roof posts will be 4X4 finished with HB&G PermaWrap column covers (plain square split

shaft with standard cap and base) applied as a finish.

N. Exterior trim boards including grade boards (1 x 4, 1 x 6, etc.) located as per exterior elevations

(under soffit, around windows, etc.) shall be a pvc or vinyl type as indicated on the elevations in

lieu of a 1 by wrapped in coil stock.

O. A pre-finished oak skirtboard shall be installed along all stair steps in finished stairways. Stain color

shall be the same as the owner’s choice for all other oak millwork.

SECTION 06300 - WOOD TRUSSES

A. Roof trusses shall be pre-engineered with live and dead load requirements equal to or in excess of

all state codes. Spacing per manufacturers specifications.

B. Truss manufacturer to provide shop drawings for review by SWMHP Project Manager prior to

ordering. Engineer certified truss drawings shall be provided to SWMHP Project Manager with

delivery of trusses for use in the field.

C. Truss manufacturer shall provide all special metal hangers.

D. Roof trusses of insulated attics shall have a minimum heel height of 14 or greater or as shown

on plan.

E. Floor systems shall accommodate plumbing openings for toilets, showers and tubs as best as

possible.

F. Carpenter shall review drawings and install all required bracing and nailing patterns to girder trusses

as required.

G. No cutting of trusses is permitted. Damaged trusses shall be reported to the SWMHP Project

Manager at once.

H. Contractor shall install hurricane ties at all roof trusses, as additionally required by the local building

official.

I. Floor systems to be 2x dimensional lumber, refer to plan for size and locations.

SECTION 07210- INSULATION AND VAPOR BARRIER

A. Provide a sealed, continuous interior air barrier / vapor barrier on the warm side of the building

envelope. Install all insulation and vapor barrier per the Minnesota Residential Energy code.

Insulation shall be installed in a permanent manner and in substantial contact with the interior vapor

barrier.

Wall insulation: 2 x 6 walls Johns Manville R- 21 unfaced fiberglass or pre-approved product

without phenol-formaldehyde binder. Provide manufacturer's verification if proposing alternate

product.

B. Ceiling insulation: Minimum thickness per MN Energy Code blown cellulose or approved equal as

shown on plan. Provide markers at 10' intervals to verify depth of insulation. A building certificate

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shall be completed and posted on or in the electrical distribution panel by the builder in accordance

with the Minnesota Residential Energy Code, Section R401.3.

C. Below grade insulation: 2” Extruded Polystyrene (XPS) R-10 rigid insulation as shown on drawings

with seams all seams sealed.

D. Vapor barrier for ceilings and walls: 6-mil clear polyethylene, lap all joints. Tape or seal joints and

intersections of walls, ceilings and floors. All tears in poly shall be repaired prior to drywall

application.

E. Seal all edges, joints and penetrations through wall and ceiling, wood plates and blocking. Seal

around wires, electrical boxes, pipes, ducts flue, chimney, equipment and other penetrations.

F. Provide vent chutes at heel of truss for each truss space.

G. Seal gaps between framing members with expanding foam insulation.

SECTION 07310 – SHINGLES

A. Shingles shall be Certainteed, GAF or equal brand, laminated, architectural style 30-year warranty

organic or fiberglass asphalt shingles. Color to be selected by owner.

B. Shingles to be applied over 15# roofing felt.

C. Ice and Water Protection shall be installed a minimum of 2'-0" beyond the inside of all exterior wall

framing to the edge of all eaves and installed at all valleys.

D. All ridges shall be shingled over continuous ridge vent. Use Omni-vent or approved equal.

E. Install continuous ridge applied to ridge of roof. Venting requirements shall be 1/300 of the floor

space of which ½ of the ventilation shall be at or near the ridge and ½ shall be at the eave.

F. Roof edge shall be aluminum or steel, gutter apron on eaves and style "D" on gable ends, color to

match fascia.

G. Valley flashing shall be 24 gauge, prefinished metal to match roof shingles. Continuous without

seams wherever possible extending a minimum of 10" each side of the centerline of the valley.

Weave or close cut valleys so that no valley flashing is exposed.

H. Provide 5 x 7 metal shingles at wall roof intersections and other vertical penetrations. Molded kick-out

diverters must be used at the end of a roof edge where the roof edge intersects with the face of a wall to

prevent water intrusion at the wall. DryFlekt Kick-out Diverter or an approved equal can be used.

I. Sealants shall not be the primary protection for water penetration.

J. Care shall be taken to not over-drive or under-drive nails. Nails shall be located below the tar line

of the shingle. Refer to manufacturer's instructions.

K. Repair all "fish mouth" shingles.

SECTION 07460 SIDING, MANUFACTURED STONE, SOFFITS AND FASCIA, GUTTERS/

DOWNSPOUTS

A. Fascia/soffit system shall be EDCO prefinished fascia, aluminum or steel, and prefinished aluminum

soffit panels. Soffit panels shall be quad-panel profile. Provide vented panels for all eave soffits

and solid panels for all gable soffits. Color to be selected by Owner.

B. Siding shall be Certainteed Mainstreet or equal prefinished vinyl siding of minimum .042 mil

thickness and clapboard style where noted on elevations, or pre-approved equal siding rated for

anchorage to studs. Other siding products from same manufacturer as noted on elevations. Siding

shall be figured as colored, two colors per dwelling. Each dwelling may be different colors.

C. Manufactured Stone shall be Versetta Stone or equal prefinished, mortarless stone siding where

noted on elevations. All accessories shall be furnished.

D. All accessories shall be furnished, including siding blocks for lights, hose bibs, dryer vent, and

exterior outlets.

E. Furnish gable and decorative vents and shutters when shown on plan.

F. Nail so that siding panels can move and provide proper clearances at joints and intersections. See

manufacturer’s installation guides.

G. Aluminum drip cap to be installed over exterior doors.

H. Provide brick flashing to match siding when required.

I. Gutters and downspouts are to be metal and colored to match soffit/fascia and siding. Gutters to be

figured on all eaves of house and garage.

J. Provide prefinished metal flashing over exposed horizontal trim or trim boards in all locations.

15

SECTION 07900 – ADHESIVES, CAULK AND SEALANTS

A. Provide quality adhesives, sealants and caulking wherever required to make the building air tight

and weather tight. Provide sealants at all countertops and tubs or showers. Approved sealants shall

be designed to perform to each application as required. Color to match adjacent items. VOC limits

required for each product are listed below. As part of submittals, provide confirmation from

manufacturer that product meets Low VOC requirements as follows:

Interior paints and primers must have VOC levels, in grams per liter, less than or equal to the

thresholds established by South Coast Air Quality Management District (SCAQMD) Rule 1113.

http://www.aqmd.gov/docs/default-source/rule-book/reg-xi/r1113.pdf?sfvrsn=17

Adhesives and sealants (including caulks) must have VOC levels, in grams per liter, less than or

equal to the thresholds established by the South Coast Air Quality Management District Rule 1168.

http://www.aqmd.gov/docs/default-source/rule-book/reg-xi/rule-1168.pdf?sfvrsn=4

SECTION 08100 – FIBERGLASS DOORS

A. Exterior pre-hung fiberglass entrance doors shall be Therma-Tru brand or approved equal, pre-hung,

insulated, doors, complete with frame, weather-stripping, adjustable threshold and standard

hardware, of size and style as indicated on plan. R-value to be no less than 13.0. Front entrance

door shall be equipped with deadbolt lock.

B. Door from garage to house shall be same as above and have a 20-minute fire rating.

C. Storm door shall be Larson model Full View Solid Core Value Collection or approved equal as

noted on the plans, verify location with plans.

SECTION 08200 – WOOD DOORS

A. All interior wood doors shall be flush, pre-hung, 1 3/8" x 6' - 8" high with casing on both sides. Size

as indicated on the drawings.

B. All doors shall be hollow core oak.

C. Bi-fold doors and Bypass doors shall be pre-hung in wood jambs with cased openings, track and

hardware.

D. All exposed particleboard must be sealed with two coats polyurethane or paint to coordinate with

door finish, or other approved method. ("Exposed" is defined as surface visible after installation is

complete.)

SECTION 08360 OVERHEAD GARAGE DOORS

A. Garage door(s) shall be of size shown on plan. Door to be insulated, raised steel panel door with

garage door weather stripping applied to the exterior. Garage door to have a wind rating of 90mph.

Hardware to be torsion spring type. Reinforce door to accept opener attachments.

B. Garage door opener shall be ½ h.p. Chamberlain, chain drive automatic garage door opener or equal

with 2 transmitters supplied for each double door, one for each single door.

C. Provide metal angles to install opener and garage door tracks.

D. Provide garage door opener key pad and install on jamb of overhead door. Verify type of keypad

that is to be installed with owner / SWMHP. This item is to be a permanent fixture to the home.

Installation of garage door with an operable opener and keypad is critical to the security of the

contents in the home and provides access to all authorized parties. It is requested that the garage

door, opener, and keypad be installed as quickly as possible. Interior garage entry door shall be left

open or there needs to be a key left in garage to access house.

SECTION 08500 - WINDOWS

A. Windows shall be energy star rated vinyl or fiberglass windows. Window types as called out on

plans. Windows to be complete with insulated glass, Low E glazing, Argon gas, removable screen

panel and all hardware. Extension jambs to be prefinished to match interior frame color. Sizes to

be as indicated on the drawings. Windows will be required to have a U-value of at least 0.30 or

better. Submit window energy rating sheet with daily logs. Follow window flashing sequence in

drawings for window installation.

16

B. Provide egress windows at bedroom locations including future bedroom locations in basements and

as required.

C. Provide tempered glass in all bathrooms and within 2 feet of all doors and other areas required by

code.

D. Galvanized area wells to be provided at all basement windows. Egress wells shall be provided as

needed for egress windows. Any windows that are not covered by siding or have an exposed flange

need to be covered at a minimum with 1X4 vinyl trim (color chosen by owner) and all measures

taken to prevent water intrusion around exposed areas.

E. Patio door: Same as windows. Patio door to have screen and hardware.

SECTION 08710- FINISH HARDWARE

A. Hardware shall include doorstops, locksets, deadbolts and latches. Wieser, Kwikset or Schlage

residential series hardware shall be supplied in brushed satin chrome, dark bronze or antique brass

to coordinate with selected light fixture finish.

B. Front entrance door shall have keyed lockset and deadbolt; other entrance doors shall have keyed

lockset.

C. Bedrooms and bathroom to have privacy latch sets; all other interior doors to have passage latch

sets.

D. All locks shall be keyed alike.

E. Contractor to provide SWMHP Project Manager keys for each house when locks are installed.

SECTION 09250 - GYPSUM DRYWALL

A. Panels shall be 1/2" thickness standard or lightweight gypsum wallboard on walls and 5/8” or 1/2"

lightweight approved for 24” on center framing at ceilings. Install 1/2” drywall on separation wall

between house and garage, full height to roof. All joints to be tight or fire taping of seams or

damaged areas will be required.

B. Casing beads: USG - 200B or equal. "Korner back" drywall backer shall be installed for all drywall

backing, or drywall clips. Lumber will not be permitted for this application at ceiling wall

intersection.

C. Screws: Bugle head drywall screws of length and quantity as required by code for thickness of

drywall. All screws will be properly countersunk for taping purposes. Drywall nails shall be limited

in use whenever possible.

D. Joints shall be reinforced with 2 1/16" paper tape. Embed joint tape and finish over tape, comer

bead and nail and screw heads with joint compound.

E. Provide comer bead, expansion joints and other accessories needed for a complete job.

F. Feather and sand smooth all wall and ceiling surfaces exposed to view so they are ready for texturing

and painting.

G. Tape all seams on a garage fire wall as per code.

H. Install moisture-resistant wallboard in area with tub or shower. Do not install moisture-resistant

drywall on walls or ceilings with a vapor barrier.

I. Spray texture on all ceilings with a medium texture spray compound. All walls to receive "orange

peel" finish unless otherwise specified.

J. All work shall be done in a quality workmanlike manner. Clean floors of excess joint compound

and over spray. Clean over-spray from all surfaces such as windows, doors and bath fixtures.

K. Attic accesses must be insulated and sealed.

SECTION 09600 - FLOOR COVERING

A. Floor covering allowances are specified by house address in the allowance section and will include

installation labor, carpet, pad, vinyl flooring, accessories and tax.

B. Underlayment: 1/4" TEK-PLY plywood or other manufacturer approved substrates installed where

non-carpeted flooring is to be installed. This section shall provide for any floor preparation required.

Underlayment materials and labor shall be figured separately from the flooring allowance.

C. Owner shall select carpet from the following Green Label Plus certified carpet options, or other pre-

approved Green Label Plus certified carpet product. For alternate products, contractor must provide

manufacturer written certification that carpet meets Green Label Plus certification. Carpet shall be

figured for bedrooms, living room areas, hallways, and stairs.

Carpet

17

Dream Weaver Style: Let’s Roll 1216 or equal, color: to be determined

Shaw Style: E0476 Ride It Out (B) or equal,color: to be determined

LVT – Luxury Vinyl Tile

Earthwerks Style: Lancaster Plank LVT or equal,color: to be determined

Shaw Style: Foundation Plank LVT or equal, color: to be determined

Sheet Vinyl

Mannington Style: Benchmark or equal color: to be determined

Armstrong Style: Initiator or equal color: to be determined

D. Tack carpet to subfloor according to manufacturer's instructions.

E. Owner shall select LVT flooring/vinyl flooring for non-carpeted areas. Non-carpeted areas shall

include foyer at front and garage entrance, kitchen and dining, bathrooms. Contractor to provide

LVT as base bid flooring. Include all transitions strips needed between areas. Install recommended

¼” underlayment per manufacturer’s instructions under all areas to receive LVT.

F. Floor covering to be figured as installed on all main levels, foyers and to the bottom of the basement

or lower level stairs of unfinished basements. Finished basements shall have floor covering figured

for rooms that are finished excluding utility rooms.

SECTION 09900 - PAINTING AND STAINING

A. Interior walls and ceilings to receive one coat of primer and one coat of finish paint applied by spray

and back-rolled. One color throughout house. Primer and paint shall meet requirements for low

VOC primers and paints. Use one of the following products or pre-approved product that meets

requirements. For products not listed below, submit manufacturer's written certification that product

meets low VOC requirements.

Benjamin Moore ben Zero VOC Paint

Sherwin Williams EcoSelect zero VOC interior latex or Harmony Interior.

B. Interior woodwork that is not pre-finished shall receive 1 coat of stain and a minimum of 2 coats

of polyurethane. All woodwork requiring stain shall be stained to match color chosen by owner.

Different types of wood may require different color stains in order to obtain a color match.

Stains and polyurethanes shall comply with the current Green Buildings Criteria

C. All nail holes on all woodwork shall be filled with putty to match color of woodwork.

D. Paint exterior metal doors and wood jambs as recommended by door manufacturer.

E. Stain and varnish wood parts of windows (if applicable)

F. Where Azek or equivalent PVC trim is used on exterior of home, paint to match prefinished trim

with a 100% acrylic latex paint with a Light Reflective Value (LRV) of 55 or higher. For paint

colors equivalent to an LRV of 54 or lower, paints specifically designed for such applications must

be used, such as Sherwin-Williams VinylSafe™ coatings

G. Other finishing requirements.

SECTION 10420 - LETTERS AND PLAQUES

A. Provide house numbers for address, refer to city requirements prior to purchasing. Place on wood

plaque with contrasting colors if they cannot be attached to siding.

SECTION 10550 – POSTAL

By contractor: Contractor to coordinate with the SWMHP Project Manager and local post master.

SECTION 10800 - BATH ACCESSORIES

Bathroom accessories shall include the following for each bath:

A. 1 - toilet paper holder,

B. 1 – 24” and 1 - 18" towel bar, (towel ring may be substituted), and an adjustable shower curtain

rod, all shall be chrome finish.

C. 1 - 36" tall mirror with mounting clips in each finished bath. Width to match the vanity top used per

home.

18

D. Color to match door hardware.

SECTION 10900 - CLOSET SHELVING

A. Shelving shall be white wood shelving as per plan. Quantity of shelving shall be one shelf (and one

rod) per closet and 4 shelves for each linen closet (hallway closet or designated bathroom closet).

Shelves shall be braced at a minimum of 36" o.c. or closer as required by manufacturer.

SECTION 11452.1 – APPLIANCES

A. Microwave

1. A microwave range hood with 2-speed fan and light shall be included in this contract by General

Contractor. Fan shall be a Nautilus or Broan brand or approved equal, to be vented through the

roof or wall of the home. The electrician must supply and install an outlet inside range hood

cabinet and also provide and install a cord to the microwave range hood in order to be plugged

in. Outlet must be on a circuit that will handle a microwave range hood. Color to be determined

by owner.

B. Range

1. Range shall be a glass flat top range and stove. Range shall be energy star. Color to be

determined by owner.

C. Refrigerator

1. Refrigerator shall be energy star. Color and style to be determined by owner.

D. Dishwasher

1. Dishwasher shall be energy star. Color and style to be determined by owner.

E. Washer and Dryer

1. Matching washer and dryer set shall be energy star. Color and style to be determined by owner.

SECTION 11455 - CABINETS AND COUNTERTOPS

A. Cabinets, countertops and labor shall be included in this contract. Cabinets shall be as per plan.

B. Base price cabinets and tops shall be figured as Mid-Continent Bayfield style or equal.

C. Countertops are to be pre-formed in color and pattern as chosen by owner from stock colors.

D. If cabinet or countertop have exposed particleboard surfaces or edges, exposed areas must be

completely sealed with two coats low VOC polyurethane or paint, melamine or plastic laminate

veneer, or other approved method. ("Exposed" is defined as surface visible on interior or exterior of

cabinet after installation is complete.)

E. Bath vanity tops to be white/white cultured marble as sized on plan with integral bowl.

F. Base price for cabinets shall include standard/common bar pulls for doors drawers in 5 colors: Oil

rubbed Bronze, Nickel, Antique Brass, Bright Bass, Stainless Steel.

G. Proposed cabinet shop drawings shall be reviewed and approved by the SWMHP project manager

prior to ordering. Contractor shall be sole responsible for all additional material and labor charges

if cabinets are ordered without review by the SWMHP Project Manager and changes are required.

Closed corner cabinets/blind corner cabinets are not acceptable.

SECTION 12490 - WINDOW TREATMENTS

By Owner unless stated otherwise.

DIVISION 15 - MECHANICAL (PLUMBING & HEATING)

A. All work shall be done in conformance with state, federal and local codes.

B. Mechanical subcontractor shall obtain the water, sewer, and mechanical permits required and pays

all fees and call for necessary inspections of all mechanical work.

19

C. Mechanical subcontractor shall make all arrangements and pay all fees with local utility company

to provide service to this project.

D. Provide and install vents through roof with proper flashings.

E. Provide and install vent for dryer and vent through wall with waterproof vent cap.

F. Coordinate with the carpenter all framing requirements for openings needed for this work prior to

start of framing and during.

G. Review floor system layout to identify conflicts with plumbing layout prior to installation of floor

system.

H. Provide and install blocking necessary for the installation of this work.

I. Replace all framing that is removed by this subcontractor to install this work.

J. Provide shop drawings for plumbing, fixtures.

K. Provide an emergency gas shut off valve before the first branch tap inside the building.

L. Insulate water piping in accordance with the current Minnesota Energy and Residential codes.

M. Protect ductwork from damage and debris during construction. Supply and return air duct grilles

shall be sealed throughout construction process at grille locations until all work is completed by

covering grille openings with cardboard and taping all edges. If HVAC system is used during the

construction process, furnace filter with MERV rating of 8 minimum must be used during

construction, all ductwork shall be vacuumed, disinfected and inspected by SWMHP and furnace

filter replaced after construction but before occupancy.

N. Seal all ductwork with mastic to meet the UL listing as required by the Minnesota Residential

Energy Code.

O. Apply insulation in thickness and type as required by state energy code.

P. Mechanical not shown to be design build systems with review and approval by the owner prior to

installation.

Q. Any plumbing vents proposed in exterior walls require the approval of SWMHP prior to

constructing.

PLUMBING AND HEATING SPECIFICATIONS

MAIN BATH

1 - Aquaglass white 5' fiberglass tub/shower or shower (see plans) with surround or equal

1 - Moen "Posi-temp" or equal chrome tub and shower faucet w/ 1.5 gpm shower head

1 - American Standard New Cadet Series or equal white 1.28 gal/flush stool with seat.

1 - Moen "Chateau" or equal chrome lav faucet - 0.5 GPM

KITCHEN

1 - Stainless steel kitchen sink, Elkay #CR3321 or equal

1 - Moen chrome kitchen faucet - #7430 with spray or equal 1.5 GPM

1 - Dishwasher hook-up

No - Gas piping for range

No - Hook up for icemaker

1 - Hard water drinking faucet

LAUNDRY AREA

1 - Automatic washer box with separate hot and cold water valves

1 - Dryer vent terminated to rear of house and extended to laundry area for connection to dryer..

1 – PVC pipe drain with p-trap

BASEMENT BATH

1 - Rough in through concrete only for stool, bath bay and vanity. Seal opening in floor for bath bay by

caulking and fastening a piece of plywood over open area.

MECHANICAL ROOM

1 - Drain (1 - floor, furnace, softener and a/c. condensate)

20

1 – A.O. Smith or equal, 50 Gallon gas energy star water heater or per recovery rate noted in chapter 5 of the

MN Plumbing Code.

1 – Provide and install a 1/3 HP submersible sump pump with check valve piped with PVC to discharge to

the exterior of the house. Run an underground pipe and connect to the city sump line (storm sewer) where

available and supply a 25-ft. plastic discharge hose to the exterior. Provide and install sump basket with

sealed lid, hand hole, and sealed connection for the radon control system.

1 – Standpipe to serve as a drain for the furnace, and air exchanger condensate. Plumb in a neat, orderly

fashion. (See attached picture for example).

1-HVAC-Include insulated passive inlet vent for balanced ventilation for the building, contractor responsible

for the calculation and sizing.

MISCELLANEOUS PLUMBING

2 - Frost proof Woodford or equal outside faucets w/vacuum breakers (1 in front and 1 in back of house)

1 - water meter (2 meters if required by city)

Min. 1” Water line installed from boulevard or shut off to house

4" sanitary sewer line installed from boulevard to house

Provide all PVC DWV pipe & fittings

Provide ½” rigid copper or Chlorinated polyvinyl Chloride (CPVC) water lines and fittings unless otherwise

dictated by code. Cross Linked Polyethylene (PEX) is an acceptable alternate subject to approval

by local authority having jurisdiction.

Provide all miscellaneous, valves, traps, stops, cleanouts and supplies.

Provide gas piping, fittings and connections from meter to furnace and other gas-operated appliances if

required. Test all connections

Insulate water piping in accordance with the 2012 IRC Energy and Residential codes.

HEATING - COOLING - DUCTWORK- VENTILATION

1 – Bryant or equal , Natural Gas fired, 95%+ efficiency rated furnace with fresh air intake properly sized

(15 cfm per person min) for house

1 – Bryant or equal Air Conditioning with Puron, 2 Tons, or other preapproved Energy Star qualified central

air conditioning unit properly sized for the home and complying with Air Conditioning Contractors of

America Manual Part J and S. 14 SEER minimum (Include pad for condenser).

1 – Honeywell programmable thermostat or equal.

All - Supply duct and openings complete w/duct, resisters and grills (if basement, duct work and vents cut in

off main trunk and located in “future” rooms as per code using basement plan provided) and all joints

must be sealed with UL 181 rated material.

All - Cold air return duct must be metal duct and all joints must be sealed with UL 181 rated material and

complete with registers and grills.

All - Labor to complete the above per plan

1 -Honeywell Heat Recovery Ventilator, Air-to-air exchanger or equal, CFM properly sized for house and

installed per code.

Duct and vent for bath fans. Energy Star compliant, Min. 80 CFM ceiling exhaust bath fan with led light,

supplied by and installed by mechanical contractor. Coordinate the install of a humidity sensor and fan

switch with electrical.

Kitchen exhaust fan (microwave range hood) in owners’ choice of finish, to be supplied by General

contractor, wired by electrician.

All - Plumbing permits and fees (if required) see General Requirements.

Submit system balancing results to SWMHP after furnace installation.

HVAC contractors must provide building official with a copy of manual J, manual S and manual D for each

house.

HVAC contractor to provide and install Energy Star-labeled intermittent bath fans that exhaust to the

outdoors, are connected to a light switch, and are equipped with a humidistat sensor, timer, or other control.

Intermittent bathroom fans should operate at an exhaust rate of 80 cubic feet per minute (CFM) to the

outdoors, per ASHRAE 62.2-2010. Coordinate wiring and controls with electrical.

21

DIVISION 16 - ELECTRICAL

ELECTRICAL SPECIFICATIONS

A. All work shall be in conformance with all local, state and federal codes.

B. Electrical subcontractor shall obtain the electrical permit and pay all fees and call for necessary

inspections of the electrical work.

C. Electrical subcontractor shall make all arrangements and pay all fees with local utility company to

provide service to this project.

D. Electrical subcontractor shall provide temporary power at each building site when multiple

buildings.

E. Electrical subcontractor shall provide all necessary labor and material and perform all electrical

work of every nature whatsoever to be done.

F. Bath fan with light to be supplied by mechanical contractor. Light and fan switched separately.

Switch provided by electrical subcontractor. Electrical contractor to provide a DewStop adjustable

condensation control with built in switch, model FS-300, HS-C00 or equal.

▪ https://www.dewstop.com/index.php/component/content/article?id=1

▪ https://www.homedepot.com/p/DewStop-Condensation-Fan-Control-Humidity-Sensor-with-

Countdown-Timer-in-White-120-Volt-50-60Hz-HS-C00-W7/206424892

Provide and connect fan light and mirror light to additional switch.

G. Kitchen exhaust fan (microwave range hood) energy star compliant to be supplied by General

Contractor. Receptacle inside overhead cabinet above stove shall be wired and installed by

electrician. Receptacle is required to allow for a microwave range hood. Receptacle must be on a

dedicated circuit that is approved for a microwave range hood. Electrician will need to add a plug

– in cord to the microwave range hood to be plugged into the receptacle inside overhead stove

cabinet.

H. Kitchen island, one receptacle required.

I. Light fixtures provided and installed per approved lighting layout provided by electrical contractor.

All interior light fixtures and ceiling fans in finished areas shall be Energy Star fixtures, pre-

approved by SWMHP. All fixtures to have same finish throughout house, and coordinate with door

hardware finish. All light fixtures in finished and unfinished interior areas are to be installed with

LED bulbs appropriate to the fixture. Confirm any fluorescent exterior lighting includes cold

weather ballast to operate to -20 degrees Fahrenheit. Electrician will include in bid an allowance of

$1,200.00 for the selection of light fixtures throughout home.

J. Electrician shall supply and install ceiling fan boxes in the living room, dining room and all finished

bedrooms, with separate switch for the light and fan, in case the owner chooses fans. Separate

switch shall be installed side by side (no stacking) and never as first switch in reach if practical (ie.

bedrooms).

K. Telephone wiring (category 5e) by electrician – living room, kitchen and all finished bedrooms.

Verify location with SWMHP Project Manager.

L. RG6 television wiring and connections by electrician. Provide point of connection acceptable to

local cable TV company (owner to order and pay for installation of service).

M. Exterior light fixtures shall be located as per plan.

N. All other electrical openings as required by N. E. C. code.

O. Receptacles to be duplex switches to be toggle, silent type. AFCI outlets to be installed as required

by code. Color = White unless directed otherwise.

P. Electrical Subcontractor shall provide GFCI duplex receptacles in all bathrooms. Bathroom

receptacles shall be served by a dedicated circuit.

Q. Finish electrical fixtures shall be purchased by owner with fixture and shall be installed by Electrical

Contractor. Electrical subcontractor shall figure installing 2 ceiling fans as part of the base bid,

although extra ceiling fan boxes are being installed.

R. All porcelain fixtures and bulbs needed in basement, garage and any other unfinished areas shall be

supplied and installed by electrical contractor. Bulbs must be LED.

S. Service - 200 amps with circuit breakers unless noted otherwise.

T. Service shall be underground from nearest point of connection as determined by utility company

and breaker panel located in the basement unless shown otherwise. Confirm panel location with

SWMHP Project Manager.

U. Confirm location of exterior electric meter socket. Exterior meter sockets shall never be located on

the front of the house without written approval from SWMHP.

V. Electrical subcontractor shall provide Arc-Fault Circuit Breakers as required by Code.

22

W. Houses with a covered front porch will require recessed lighting provided by electrician per plan.

X. Electrical subcontractor shall provide GFCI duplex receptacles in the Garage.

Y. Electrical not shown to be design build systems with review and approval by the owner prior to

installation.

Service wiring to be provided for:

Microwave circuit / outlet

Furnace

Air exchanger / HRV

Air conditioning unit

Range hood fan (supplied by others)

Future kitchen sink disposal (switch outlet)

Clothes dryer and washer

Door bell

Smoke detectors - Per plan and additional as needed per code.

Carbon Monoxide detectors-as required per codes.

Range

TV outlets – (2) in Living room 1- kitchen, and 1 in each bedroom

Bath fan/light - 1 for each bath (Supplied by mechanical)

Water heater - gas

Exterior lights

Exterior GFCI's - 2 (not including garage)

Garage door opener.

Garage wiring (unfinished) and occupancy sensor for lights. Lutron Maestro 2 amp single pole Occupancy

Sensing Switch or equal. Install 2 or 3 way if required.

Dishwasher (separate circuit)

163.

7'

300.0'

300'-0"

14'-0

"VA

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DST

RO

W

163.

7'

PHASE 1

1AC1

SITE PLAN - PHASE 11" = 20'-0"

83'-2" 26'-0" 20'-0" 10'-0" 26'-0" 25'-8" 26'-0" 83'-2"

25'-0

"SE

TBAC

K

25'-0

"SE

TBAC

K

PORCH PORCH PORCH

PATIO PATIO PATIO

CONCRETEDRIVE

EXISTING WALK

EXISTING STREET

12'-0" 12'-0"

UNIT A UNIT B UNIT C

100'UNIT A

100'UNIT B & C

25'-0" SETBACK

25'-0" SETBACK

25'-0" SETBACK

25'-0" SETBACK

5'-0

"SE

TBAC

K

5'-0

"SE

TBAC

K

FUTURE PHASE 2

83'-2" 83'-2"

1. PROTECT EXISTING TREES TO REMAIN IN AREA OF WORK FROMDAMAGE DURING CONSTRUCTION.

2. LANDSCAPE CONTRACTOR TO REFINE GRADE AND PREPARETOPSOIL AS REQUIRED FOR GRASS SEED OR SOD (CONTRACTORSCHOICE) THROUGHOUT THE PHASE 1 AREA OF WORK.

3. PLANTING BEDS IN FRONT OF EACH UNIT:LANDSCAPE CONTRACTOR TO INSTALL PLASTIC EDGING, WEEDFABRIC, HARDWOOD MULCH AND 5 SHRUBS (18"-24") EACH BED, AS SHOWN AND SELECTED OR OTHERWISE APPROVED BYOWNER.

4. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FORWATERING SEED AND PLANTINGS UNTIL ESTABLISHED.

5. CONTRACTOR TO FIELD VERIFY EXISTING UTILITY LOCATIONS ANDCOORDINATE NEW CONNECTIONS.

6. CONTRACTOR TO FIELD VERIFY EXISTING SITE CONDITIONS,INCLUDING BUT NOT LIMITED TO CONCRETE AND TREES, ANDREMOVE AS REQUIRED TO PERFORM WORK.

GRANITE SQUARE - PHASE 1GRANITE FALLS

ECONOMIC DEVELOPMENT AUTHORITY

FOR

SITE & LANDSCAPE NOTES

988 SF GARAGE 440 SF

988 SF GARAGE 282 SF

GARAGE 988 SF282 SF

AC1 SITE PLANA1.1 FOUNDATION W/ PLUMBING PLAN - UNIT A & BA1.2 FOUNDATION W/ PLUMBING PLAN - UNIT CA2.1 FLOOR PLAN - UNIT A & BA2.2 FLOOR PLAN - UNIT CA3.1 EXTERIOR ELEVATIONS - UNIT AA3.2 EXTERIOR ELEVATIONS - UNIT B & CA4 WALL SECTION DETAILSA5 BUILDING SECTIONS, INTERIOR ELEVATIONSA6 MECHANICAL & PLUMBING RCP

SHEET INDEXGENERAL NOTES:DESIGN BASED ON THE 2020 MINNESOTA STATE BUILDING CODE.LOCAL REQUIREMENTS MAY VARY ALONG WITH CONSTRUCTIONSTANDARDS AND TECHNIQUES.

CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITHWORK. ALL MATERIAL QUANTITIES AND QUALITY TO BE VERIFIED PRIORTO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ALLUTILITY LOCATIONS ON PROPERTY AND COMPLIANCE WITH STATE ANDLOCAL CODES.

UNFINISHED AREAS TO COMPLY WITH CODE REQUIREMENTS FORUNFINISHED SPACE.

UNIT AIRC-1 DWELLING, SINGLE FAMILYFOOTPRINT - 46'-0" X 43'-0"1,428 GROSS SF (INCLUDING GARAGE)

UNIT B & CIRC-2 DWELLING, TWO FAMILYFOOTPRINT - 38'-10" x 43'-0"1,270 GROSS SF PER UNIT (INCLUDING GARAGE)

FINISHED FLOOR PLAN - 988 GROSS SF TYPICAL

CODE & AREA DATA

10TH AVENUE

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STR

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YELLOW MEDICINE COUNTY PLAT, PILLSBURY'S SECOND ADDITION, NORTHERN HALF OF BLOCK 27

P. BED P. BED P. BED

P. BED

CONCRETEDRIVE

14'-0"14'-0"

NORTH

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TITLE & SITE PLAN

AC1

1A1.1

FOUNDATION PLAN W/ FLOOR PLUMBING - UNITS A & B1/4" = 1'-0"

DOUBLE GARAGE16'-3" CONCRETE OPENING 2'-4 1/2"1'-4 1/2"

20'-0"

8" BELOW TOP OF FOUNDATION TYPICAL

UNEXCAVATED22'-0

"2'

-0"

TOP OF STOOP FND12" BELOW TOP OFFND TYPICAL

2A1.1

UNIT A SHOWER1/4" = 1'-0"

UNIT B TUB SHOWER

43'-0

"

14'-0

"5'

-0"

16'-0" 10'-0"

46'-0"

20'-0" 26'-0"

46'-0"

38'-0

"5'

-0"

43'-0

"

3A4

1A4

2A4

UNEXCAVATED

WATERSERVICEENTRANCE

RADONPIPE

FLOORDRAIN

FLOORDRAIN

WASHER

SINK SINK

TOILET

TUBSHOWER

PLAN GENERAL NOTES:1. EXTERIOR DIMENSIONS ARE TAKEN FROM EXTERIOR FACE OF

SHEATHING AT STUD WALLS, UNLESS NOTED OTHERWISE. FACEAT SHEATHING ALIGNS WITH EXTERIOR FACE OF FOUNDATIONWALL BELOW.

2. INTERIOR DIMENSIONS ARE TAKEN FROM CENTER LINE OF WALLSOR FACE OF FINISHED WALLS AS SHOWN.

3. COORDINATE DOOR AND WINDOW ROUGH OPENING SIZES WITHMANUFACTURER.

4. FLOOR PLUMBING LOCATIONS ARE PROVIDED AS A GUIDE TOASSIST WITH EARTHWORK AND ROUGH-IN PLUMBINGINSTALLATION. CONTRACTOR IS RESPONSIBLE FOR FINALCOORDINATION OF ALL PLUMBING LOCATIONS, SIZING, VENTING,ETC.

DESIGN DATA

ALLOWABLE STRESSES IN WOOD:

REINFORCING STEEL: A.S.T.M. A615-60, Fy = 60 KSI

BENDING = 1200 P.S.I.

MAXIMUM ALLOWABLE SOIL PRESSURE = 2000 P.S.F.CONCRETE MINIMUM (28 DAYS) f'c = 3000 P.S.I.

STRUCTURAL STEEL: A.I.S.C. SPECIFICATIONS FOR A36 STEEL

BEARING = 500 P.S.I.

FLOOR LIVE LOAD = 40 P.S.F.ROOF LIVE LOAD (SNOW) = 40 P.S.F.

E = 2,000,000 P.S.I.

BENDING = 2800 P.S.I.ALLOWABLE STRESSES IN LAMINATED VENEER LUMBER (LVL):

COMPRESSION = 1000 P.S.I.

HORIZONTAL SHEAR = 285 P.S.I.

E = 1,600,000 P.S.I.

BEARING = 425 P.S.I.

NO SPLITS, CHECKS, SHAKES BEING ALLOWED IN THE WOOD.THE 2x WOOD HEADERS HAVE BEEN DESIGNED ON THE BASIS OF

HORIZONTAL SHEAR = 85 P.S.I.

12'-10"

2'-4 1/2"

38'-10" TWO-FAMILY UNIT BUNIT C (MIRRORED)

UNIT C (MIRRORED)

UNIT C (MIRRORED)

SINGLE GARAGE9'-3" CONCRETE OPENING1'-2 1/2"

CEN

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F 8"

FN

D W

ALL

TOP OFFOUNDATIONHEIGHT TYPICAL

4" CMU STACK

EQ EQ EQ

SHEET NAME:

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FOUNDATION A & B

A1.1

PLAN GENERAL NOTES:1. EXTERIOR DIMENSIONS TAKEN FROM EXTERIOR FACE OF

SHEATHING AT STUD WALLS, UNLESS NOTED OTHERWISE. FACEOF SHEATHING ALIGNS WITH FACE OF FOUNDATION WALLBELOW.

2. INTERIOR DIMENSIONS ARE TAKEN FROM CENTER LINE OF WALLSOR FACE OF FINISHED WALLS AS SHOWN.

3. COORDINATE DOOR AND WINDOW ROUGH OPENING SIZES WITHMANUFACTURER.

2'-0

"22

'-0"

14'-0

"

UNIT B

UNIT B

CEN

TER

LIN

E O

F 8"

FOU

NDA

TIO

N W

ALL

1A1.2

FOUNDATION PLAN W/ FLOOR PLUMBING - UNIT C LAYOUT DIMENSIONS - SEE 1/A1.1 FOR NOTES1/4" = 1'-0"

2'-4 1/2"

8" BELOW TOP OFFOUNDATION TYPICAL

UNEXCAVATED

TOP OF STOOP FND12" BELOW TOP OFFND TYPICAL

5'-0

"

16'-0"10'-0"

26'-0"

12'-10"26'-0"

38'-0

"5'

-0"

3A4

1A4

2A4

UNEXCAVATED

WATERSERVICE

ENTRANCE

RADONPIPE

FLOORDRAIN

FLOORDRAIN

WASHER

SINKSINK

TOILET

TUB

38'-10" UNIT C

9'-3" CONCRETE OPENING 1'-2 1/2"

4" CMU STACK

EQEQEQ

43'-0

"

12'-10"

DESIGN DATA

ALLOWABLE STRESSES IN WOOD:

REINFORCING STEEL: A.S.T.M. A615-60, Fy = 60 KSI

BENDING = 1200 P.S.I.

MAXIMUM ALLOWABLE SOIL PRESSURE = 2000 P.S.F.CONCRETE MINIMUM (28 DAYS) f'c = 3000 P.S.I.

STRUCTURAL STEEL: A.I.S.C. SPECIFICATIONS FOR A36 STEEL

BEARING = 500 P.S.I.

FLOOR LIVE LOAD = 40 P.S.F.ROOF LIVE LOAD (SNOW) = 40 P.S.F.

E = 2,000,000 P.S.I.

BENDING = 2800 P.S.I.ALLOWABLE STRESSES IN LAMINATED VENEER LUMBER (LVL):

COMPRESSION = 1000 P.S.I.

HORIZONTAL SHEAR = 285 P.S.I.

E = 1,600,000 P.S.I.

BEARING = 425 P.S.I.

NO SPLITS, CHECKS, SHAKES BEING ALLOWED IN THE WOOD.THE 2x WOOD HEADERS HAVE BEEN DESIGNED ON THE BASIS OF

HORIZONTAL SHEAR = 85 P.S.I.

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FOUNDATION C

A1.2

24"DW

33"REF

REVOLVESHELF

HRV

FD

DRYER

WASHER

WH

FURN

ROD & SH

ROD

& S

H

26'-0"

CPTBEDRM 1

CPTBEDRM 2

LVTKITCHEN

LVTDINING

VLTHALL

LVTLIVING

LVTBATH

FILTER

26'-0"

LVTFOYER

R & SH

LINEN5 SH

12'-4" 3'-5" 10'-3"

10'-10"

12'-9

"2'

-6"

9'-7

"13

'-2"

2'-1

0"VE

RIFY

6'-3 1/2"

FD

5'-6

"4'

-6"

7'-6

"

2'-0

" 5"

2'-0

"

11'-4

"

2'-9"

8'-6

"6'

-10"

7'-2

"2'

-2"

2'-0

"

22'-0

"

6'-2"

CONCPATIO

10'-0"

10'-0

"

14'-0

"

6'-4" 14'-1" 5'-7"

10'-1

0"9'

-2"

7'-2

"10

'-10"

5'-7"7'-5"7'-0"6'-0"

15'-2"

45" TALL WALL W/CAP, SEE 3/A5. 3'-0"

20'-0"

5'-0

"

16'-0"

38'-0

"10'-6"

16'-0"W X 7'-0"H OV. DR2-1 3/4"x14" LVL HDR,

2T, 3K EA END

9'-0"W X 7'-0"H OVERHEAD DR2-1 3/4"x11 7/8" LVL HDR,

2T, 3K EA END

12'-10"

7'-0"5'-10"

DOUBLEGARAGECONC

SINGLEGARAGECONC

46'-0" UNIT A

38'-10" UNIT B

1-HOUR FIRE RATEDWALL, 2x4 STUDS AT16"OC, ONE LAYER 5/8"TYPE X GYPSUM BOARDEACH SIDE TO ROOFDECK, NOPENETRATIONS.

UNIT C (MIRRORED)

UNIT C (MIRRORED)

3-0

3-0

3-0

3-0

1-6

1-6

5-0

BIFO

LD

3-0

BIFO

LD5-

0

BIFOLD5-0

2'-5" 4'-6

"2'

-0"

7'-3

"2'

-5"

4'-4

"

5'-7 3/4" VERIFY

DWELLING-GARG.SEPARATIONWALL, 1/2"GYPSUM BOARDINSIDE GARAGETO ROOF DECK.

CEN

TER

LIN

E O

F 8"

FO

UN

DATI

ON

WAL

L

8"

8" COLUMN

8"

UNIT C (MIRRORED)

3-0

3-0

3-0

TALLCAB.

1-HOUR FIRERESISTIVE WALL,2x4 STUDS AT16"OC, ONELAYER 5/8" TYPEX GYPSUMBOARD INSIDEGARAGE TOROOF DECK, NOPENETRATIONS.

AKER CM-60TUB SHOWER

AKER SHLS-60

SHOWER

CPT

LVT

CPT LVT

24"

24" 24"24" 24"24" 24"24" 24"24" 24"24" 24"24"

24"

24"

24"

24"

24"

24"

24"

24"

24"

24"

24"

24"

24"

24"

24"

24"

24"

24"

CPT

LVT

LVT

CP

T

9'-6"

20'-0"

24" 24" 24"24" 24"24" 24"24" 24"24" 24"24"

24"

24"

24"

24"

24"

24"

24"

24"

24"

24"

24"

24"

24"

24"

24"

24"

24"

24"

24"

24"

SLO

PE C

ON

C DN

1/8

" / F

TCO

NTI

NU

OU

S

SLO

PE C

ON

CDN

1/4

" / F

TM

AX.

CONCPORCH

SLO

PE C

ON

C DN

1/4

" / F

T

1A2.1

FLOOR PLAN - UNITS A & B1/4" = 1'-0"

2A2

UNIT A SHOWER1/4" = 1'-0"

3'-2

1/2

"VE

RIFY

5'-7 3/4" VERIFY

CONC

SLOPE CONC DN 1:20 MAX.

LEVEL FRONT CONC EDGE

3'-8

"

SLO

PE C

ON

C DN

1/4

" / F

T

30"x24"VANITY

3'-7

"±

3'-0" MIN

3'-1 1/2"

5'-1

1/2

"

6-0 SLIDING PATIO DRW/ SCREEN2-2x10 HDR,1T, 1K EA END

6' T

ALL

VIN

YL P

RIVA

CY F

ENCE

D-H EGRESS(1) 3'W X 5'H2-2x10 HDR,1T, 1K EA END

D-H EGRESS(1) 3'W X 5'H2-2x10 HDR,1T, 1K EA END

D-H (DOUBLE-HUNG WINDOW)(2) 3'W (WIDE) X 5'H (HIGH)2-2x10 HDR (HEADER),1T (TRIMMER STUD) ,1K (KING STUD) EACH END

D-H

(2) 3

'W X

5'H

2-2x

12 H

DR,

2T, 1

K EA

EN

D

D-H

EG

RESS

(1) 3

'W X

5'H

2-2x

10 H

DR,

1T, 1

K EA

EN

D

D-H

EG

RESS

(1) 3

'W X

5'H

2-2x

10 H

DR,

1T, 1

K EA

EN

D

2-2x

10 H

DR,

1T, 1

K EA

EN

D

D-H

(1)

2'-8

"W X

3'H

2-2x

10 H

DR,

1T, 1

K EA

EN

D

6" 4x4 POST

6"

2-2x

8 H

DR, 2

T

2-2x

8 H

DR, 2

T

CLCL8" COLUMN

6" 4x4 POSTCLCL

6"

D.G.LIGHT

S.G.LIGHT

5'-7"

4'-4

1/2

"4'

-4 1

/2"

17'-0" DOUBLE GARAGE

100'-3"

100'-7"

100'-10"

100'

-10"

100'-10"

100'-10"

10"

(VAULT) V (FLAT) F 8'

F

8'V

V

V

V

V

UNIT B

ATTICACCESS

ROD

& S

HV F

V F

V

S COND.SENSOR

8"

4" CONC. SLABOVER4" COMPACTEDGRANULAR BASE,EPOXY DOWEL TOFOUND. W/ 4-#4BARS AT 36" OC.

2A5

1A5

1A4

1A4

2A4

PLAN GENERAL NOTES:1. EXTERIOR DIMENSIONS TAKEN FROM EXTERIOR FACE OF

SHEATHING AT STUD WALLS, UNLESS NOTED OTHERWISE. FACEOF SHEATHING ALIGNS WITH FACE OF FOUNDATION WALLBELOW.

2. INTERIOR DIMENSIONS ARE TAKEN FROM CENTER LINE OF WALLSOR FACE OF FINISHED WALLS AS SHOWN.

3. COORDINATE DOOR AND WINDOW ROUGH OPENING SIZES WITHMANUFACTURER.

SOUNDINSULATEWALLS (4)

EQEQ

3A4

UNIT C (MIRRORED) 10'-10" SINGLE GARAGE

1'-4

"

ELEC METER& PANEL

2x6 WL

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FLOOR PLAN A & B

A2.1

1A2.2

FLOOR PLAN - UNIT C LAYOUT DIMENSIONS - SEE 1/A2.1 FOR NOTES1/4" = 1'-0"

PLAN GENERAL NOTES:1. EXTERIOR DIMENSIONS TAKEN FROM EXTERIOR FACE OF

SHEATHING AT STUD WALLS, UNLESS NOTED OTHERWISE. FACEOF SHEATHING ALIGNS WITH FACE OF FOUNDATION WALLBELOW.

2. INTERIOR DIMENSIONS ARE TAKEN FROM CENTER LINE OF WALLSOR FACE OF FINISHED WALLS AS SHOWN.

3. COORDINATE DOOR AND WINDOW ROUGH OPENING SIZES WITHMANUFACTURER.

26'-0"

26'-0"

12'-4"3'-5"10'-3"

10'-10"

12'-9

"2'

-6"

9'-7

"13

'-2"

2'-1

0"VE

RIFY

6'-3 1/2"

5'-6

"4'

-6"

7'-6

"

2'-0

"5"

2'-0

"

11'-4

"

2'-9"

8'-6

"6'

-10"

7'-2

"2'

-2"

2'-0

"

22'-0

"

6'-2"

10'-0"

10'-0

"

14'-0

"

6'-4"14'-1"5'-7"

10'-1

0"9'

-2"

7'-2

"10

'-10"

5'-7" 7'-5" 7'-0" 6'-0"

15'-2"

3'-0"

12'-10"

5'-0

"

16'-0"

38'-0

"

7'-0" 5'-10"

38'-10" UNIT A UNIT B

UNIT B

3-0

3-0

1-6

1-6

2'-5"4'-6

"2'

-0"

7'-3

"2'

-5"

4'-4

"

5'-7 3/4" VERIFY

CEN

TER

LIN

E O

F 8"

FO

UN

DATI

ON

WAL

L

8"

8" COLUMN

8"

AKER CM-60TUB SHOWER

24"

24"24" 24"24" 24"24" 24"24" 24"24" 24"24" 24"

24"

24"

24"

24"

24"

24"

24"

24"

24"

24"

24"

24"

24"

24"

24"

24"

24"

24"

12'-10"

24"24"24" 24"24" 24"24" 24"24" 24"24" 24"

24"

24"

24"

24"

24"

24"

24"

24"

24"

24"

24"

24"

24"

24"

24"

24"

24"

24"

24"

24"

3'-7

"±

3'-0" MIN

3'-1 1/2"

5'-1

1/2

"

6" 4x4 POST

6"

8" COLUMN

6" 4x4 POST

6"

5'-7"

4'-4

1/2

"4'

-4 1

/2"

10"

V

8"3'

-8"

CLCL

CLCL

EQEQ

2A5

1A5

1A4

1A4

2A4

3A4

SIMILAR

SIMILAR

SIMILAR

1'-4

"

10'-10" UNIT B

SHEET NAME:

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FLOOR PLAN C

A2.2

8'-1

1/8

"1'

-4"

WINDOW & DOOR TRIM5" LINEAL VINYL AT HEAD3 1/2" LINEAL VINYL AT JAMBS& SILL, TYP WHERE SHOWN.

4" VINYL SIDING

3 1/2" VINYL CORNERTRIM TYP CONC FLOOR

ROOF TRUSS BEARING1x10 PVC TRIM

612

612

1'-4"± 1'-4"±

5" LINEAL VINYL TRIM ATFRONT EAVES AND GABLEEND, TYP

STOP HORIZONTAL SOFFITAT WALL TYP

COLUMN COVER (2) TYP,SEE WALL SECTION

THERMA-TRU QUARTER-LITE,2-PANEL, FIBERGLASS ENTRYDOOR, PAINTED.

WDW

TRIM TYP

TRIMTYP

1:20 SLOPE, SEE PLAN

CERTAINTEED VINYLNORTHWOODS SINGLE 7"STRAIGHT EDGE SHINGLE

1A3.1

NORTH ELEVATION - UNIT A1/4" = 1'-0"

612

612

PRIVACYFENCE

2A3.1

EAST ELEVATION - UNIT A1/8" = 1'-0"

1x10 PVC TRIM

1'-1"±

1'-0"1'-0"

NON-VENTEDRAKE SOFFIT

3A3.1

WEST ELEVATION - UNIT A1/8" = 1'-0"

612

612

GARAGEBEYOND

PRIVACYFENCE

LIVINGWDW W/TRIM TYPBEYOND

1'-1"±

1'-0" 1'-0"

612

612

O X

4A3.1

SOUTH ELEVATION - UNIT A1/8" = 1'-0"

VAULTINSIDE

1'-0"

1'-0"1'-0"

11'-2

5/8

"4'

-8 1

3/16

"

SHEET NAME:

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SHEET NUMBER:

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EXT ELEVATIONS A

A3.1

3A3.2

WEST ELEVATION - UNIT B1/8" = 1'-0"

612

612

GARAGEBEYOND

612

612

GARAGEBEYOND

2A3.2

EAST ELEVATION - UNIT C1/8" = 1'-0"

PRIVACYFENCE

PRIVACYFENCE

LIVINGWDW W/TRIM TYPBEYOND

LIVINGWDW W/TRIM TYPBEYOND

812

812

1'-6"

812

1x10 PVC TRIM

1'-1"±

1'-0" 1'-0"

1'-0" 1'-1"±1'-0"

1x10 PVC TRIM

1'-4"±

8

12

8

12

8

12

8

12

1'-4"±1'-4"± 1'-4"±

1x10 PVC TRIM

COLUMN COVER (2) TYP,SEE WALL SECTION

WINDOW& DOORTRIM TYP

VINYLCORNERTRIM TYP

TRIMTYP

TRIMTYP

TRIM TYPTRIM TYP

TRIMTYP

5" LINEAL VINYLTRIM AT FRONTEAVES ANDGABLE END, TYP

TRIMTYP

TRIMTYP

CERTAINTEED S8 VINYLBOARD & BATTEN SIDING

3" VINYL SIDING

3" VINYL SIDING

WDWWDW

1A3.2

NORTH ELEVATION - UNIT B & C1/4" = 1'-0"

5" VINYLSIDING

5" VINYLSIDING

CONC FLOOR

ROOF TRUSS BEARING

8

12

1A3.2

SOUTH ELEVATION - UNIT B & C1/8" = 1'-0"

8

12

VAULTINSIDE

VAULTINSIDE

O X OX

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

8

12

8

12

SHEET NAME:

PRO

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EXT ELEVATIONS B&C

A3.2

8'-1

1/8

"9'-1

1/8

"

1'-4

"H

EEL

6'-1

0 1/

2" S

TAN

DARD

R.0

. HEI

GH

T

WIN

DOW

R.O

.

ROOFASPHALT SHINGLES OVER15# ROOF FELT OVERICE & WATER PROTECTION ASSPECIFIED OVER1/2" ROOF SHEATHING OVERPRE-MFRD TRUSSES @ 24" O.C. W/R-38 BLOWN CELLULOSE INSULATION

VENTILATION BAFFLES TO MAINTAIN 2"AIR SPACE, AS REQUIRED.

EXTEND SHEATHING UP TO UNDERSIDEOF TRUSS TOP CHORD

PREFIN. METAL VENTED SOFFIT, FASCIAAND DRIP EDGE.

2-16D TOE-NAILS & USP RT7AHURRICANE TIE EACH TRUSS

CEILING5/8" GYPSUM BOARD OR APPROVED1/2" HIGH STRENGTH GYPSUM BOARDOVER6 MIL POLY SHEETING LAP SEAL ANDTAPE

WALLSIDING & TRIM (SEE ELEVATIONS) OVERAIR BARRIER OVER1/2" SHEATHING OVER2x6 STUDS @ 24" O.C. W/5 1/2" R-21 BATT INSULATION,6 MIL POLY SHEETING, LAP SEAL & TAPE,1/2" GYPSUM BOARD,SEAL ALL PENETRATIONS.

2x6 TREATED SILL PLATE ON GASKET SEAL

4 1/2" WIDE X 6" TALL CONTINUOUS TOPOF WALL W/ 1/2"Ø X 12" ANCHOR BOLTS@ 48" O.C.

FOUNDATION8" POURED CONCRETE WALL NEXT TO2" (R-10) XPS RIGID INSULATION

FLOOR SLAB4" CONCRETE SLAB OVER6 MIL POLY SHEETING, 6" LAP SEAL ANDTAPE OVER2" (R-10) XPS RIGID INSULATION OVER4" COMPACTED CLEAN GRANULAR BASE

FOOTING16" X 8" CONCRETE FTG W/2 #4 HORIZ. BARS CONT. AND#4 VERT. DOWELS AT 72" O.C.

WALL2x4 STUDS @ 16" O.C.(OTHER MATERIALSTYPICAL AS SHOWN)

SLAB4" CONCRETE SLAB W/FIBER MESH OR 1.4 X 1.4WWF REINFORCEMENTOVER4" COMPACTEDGRANULAR BASE

3 12

UNFINISHED W/SELECT WALLSFINISHED FORFIRE RESISTANCE,SEE PLAN NOTES

2x6

GRADE8'

-1 1

/8"

GRADE

SLOPE DN1/4" / FT

4x4 POST BASEANCHORED TOCONCRETE

HB&G 10" SQUAREPERMA-WRAPL-ASSEMBLYSPLIT COLUMN, PLAINSHAFT W/ STANDARDCAP & BASE

FLOOR TYP

WAL

L TY

P

4x4

TREA

TED

POST

2x4 TREATED SILL PLATEON GASKET SEAL

4 1/2" WIDE X 6" TALLCONTINUOUS TOP OFWALL W/ 1/2"Ø X 12"ANCHOR BOLTS @ 48"O.C.

FOUNDATION8" POURED CONCRETEWALL

4" H

EEL

PLAN DIM

8"

GRADE

FOOTING TYP FOOTING TYP

FOUNDATION8" POUREDCONCRETE

STOOP SLAB6" CONCRETE SLAB W/#4 BARS @ 16" O.C.EACH WAY OVER VOIDFORM

STACK CMU FOR SLABSUPPORT, SEE PLAN

CL

6'-1

0 1/

2" S

TAN

DARD

R.0

.

MATCH SLAB& FND HEIGHTAT HOUSEENTRY DOOR

2" (R-13)POLYISOFOIL FACEDRIGID INSULAT WALL.

3'-6

" FRO

ST D

EPTH

(ZO

NE

II)

3'-8

"

FOOTING TYP

1'-0

"2'

-8"

TOP OFFND TYP

TOP OFSTOOP FND

1A4

WALL SECTION AT PORCH / HOUSE ENTRY - UNIT A ROOF3/4" = 1'-0"

2A4

TYPICAL WALL SECTION AT HOUSE - UNIT A ROOF3/4" = 1'-0"

3A4

SECTION AT GARAGE - UNIT A ROOF3/4" = 1'-0"

12 6

1'-0"

12 6

1'-0"

1'-0"

1'-0"

9 1/

4"

VAULT TYP

PLAN DIM

8'-0

" CO

LUM

N

BEAM, SEE PLAN

10 3

/4"

HEE

L

6"

12 6 1'-4"

1'-0"

PLAN DIM

8"

3 1/4"

CL

BM.

COL.

PREFIN METALNON-VENTED SOFFITPANEL, PORCH CEILINGONLY, MATCH TYPSOFFIT COLOR.

TRIM BEAM3/4" PVC TRIM OVER1/2" WALL SHEATHINGAND3/4" PVC TRIM OVER2x4 FRAMING, 3 SIDES

9 1/2" 9 1/2"

BEAM

3 1/4"

11 1

/2"

HEE

L

1'-4"

3 1/4"

9 1/2"

BEAM

1'-4

"H

EEL

3 12

12 8

1'-0"

5A4

HOUSE UNIT B & C ROOF3/4" = 1'-0"

4A4

PORCH UNIT B & C ROOF3/4" = 1'-0"

12 8

1'-0"

4" H

EEL

12 8

1'-0"

6A4

GARAGE UNIT B & C ROOF3/4" = 1'-0"

UNIT B & CROOF SIMILARW/ 8:12 PITCH

SHEET NAME:

PRO

JECT

:

ADDR

ESS:

SHEET NUMBER:

FOR:

DATE

:

2401

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WALL SECTIONS

A4

5A5

INTERIOR ELEVATIONS - BATH UNIT A1/4" = 1'-0"

2A5

BUILDING SECTION1/4" = 1'-0"

1A5

BUILDING SECTION1/4" = 1'-0"

AIR FLOWAIR FLOW

DINING

BEDROOM

GARAGE

HVAC SUPPLYDUCT

HVAC RETURNDUCT

8'-1

1/8

" FRA

MIN

G

AIR FLOWAIR FLOW

KITCHENHALL

HVAC SUPPLYDUCT

HVACRETURNDUCT

FURN

HRVEXHAUST

HRV & FURNSUPPLY

DRYER &FURN EXHAUST

BATH

8'-0

5/8

" OPE

NIN

G

SINK

WATER PIPING TO KITCHENTHRU 2x4 WALL FRAMING

MIRROR30"W x

36"H

2'-9

"±

2'-0"

D

D

2'-6"

TUBSHOWER

FAN

SHOWER

HVACREGISTER

SEAT

MIRROR30"W x

36"H

2'-9

"±

2'-0"

D

D

2'-6"

HVACREGISTER

TP

6A5

INTERIOR ELEVATIONS - BATH UNIT B (UNIT C SIMILAR/MIRRORED)1/4" = 1'-0"

VSB30

VSB30

24"DW

W2436(ANGLE)

7'-6

"

BC36(REVOLVING SHELF)

SB36

4A5

INTERIOR ELEVATIONS - KITCHEN UNITS A & B (UNIT C SIMILAR/MIRRORED)1/4" = 1'-0"

WALL CAP

3'-9

"

3" ENDPANEL

RANGE

HOOD

33"REF

W3318W3024W1236W1236

B12 T1890(24" DEEP)

B30 B30

1'-0"

FINISHPANEL

BAR

ISLAND

UNIT A

UNIT B & C

UNIT A

UNIT B & C

8'-1

1/8

" FRA

MIN

G

56"36"12

"20"

30"

18"18"

SOLID BLOCKINGBTWN STUDS

56"36"

12"

30"

18"

SOLID BLOCKINGBTWN STUDS

1x TRIM CAP

1/2" x 1 1/2"TRIM EDGE

1/2" GYP BD TYP

2 4

3A5

WALL CAP3" = 1'-0"

SECTION GENERAL NOTES:1. UNDERSIDE OF ALL ROOF TRUSSES TO HAVE CONTINUOUS 6 MIL

POLY SHEATING (TYPICAL) AND GYPSUM BOARD FINISH - 5/8"GYPSUM BOARD OR 1/2" GYPSUM BOARD APPROVED TO SUPPORTATTIC INSULATION OVER 24" OC FRAMING. MUD AND TAPE NOTREQUIRED IN NON-VISIBLE AREAS.

SHEET NAME:

PRO

JECT

:

ADDR

ESS:

SHEET NUMBER:

FOR:

DATE

:

2401

Bro

adw

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Driv

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6172

Man

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507.

836.

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Fax:

50

7.83

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66Em

ail:

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mhp

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.org

Web

: sw

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8/10

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INT ELEV & BLDG SEC

A5

2A5

1A5

1A4

1A4

2A4

3A4

1A6

MECHANICAL & PLUMBING REFLECTED CEILING PLAN SCHEMATIC - UNITS A & B SHOWN, UNIT C SIMILAR1/4" = 1'-0"

HRV

RETU

RN A

IR T

RUN

K DU

CT (L

OW

)SU

PPLY

AIR

TRU

NK

DUCT

(HIG

H)

RAGRILLE

RAGRILLE

RAGRILLE

RAGRILLE

SARE

GIS

TER(

S)

SARE

GIS

TER

SARE

GIS

TER

SARE

GIS

TER(

2)

SARE

GIS

TER

SARE

GIS

TER

SARE

GIS

TER(

S)

DRYER EXHAUST DUCT,RIGID METAL W/LOUVERED HOOD

HRVEXHAUSTHOODHRV

INTAKEHOOD

PIPING TOKITCHEN SINK

FURN

WH

RC PLAN GENERAL NOTES:1. INTERNAL ROUTING OF HRV DUCTS TO BE DETERMINED. IF

MANUFACTURER APPROVED, THE HRV RETURN MAY CONNECTDIRECT TO BATH (IN LIEU OF BATH FAN) AND SUPPLY TO THEHOUSE RETURN AIR DUCT. IF THIS IS DONE, OMITCONDENSATION SENSOR WALL SWITCH AND INSTALL HRVCONTROL IN BATHROOM.

2. ALL SUPPLY REGISTERS TO BE METAL, "LONG THROW" TYPE, W/ADJUSTABLE VERTICAL FINS AND MULTI-SHUTTER VALVE,SIMILAR TO HART & COOLEY MODEL A618-MS.

3. ALL SUPPLY REGISTER DUCTS TO HAVE INTERNAL BALANCINGDAMPERS.

4. TW0 PARALLEL SUPPLY DUCTS (IN LIEU OF ONE TRUNK DUCT)WOULD REDUCE SOUND TRANSFER BETWEEN ADJACENT ROOMS.

5. FLEX DUCT IS ACCEPTABLE FOR CONNECTING SUPPLY DUCT TOSUPPLY REGISTER BOOTS.

6. FURNACE FLUE AND WATER HEATER FLUE ROUTING TO BEDETERMINED.

7. CONTRACTOR TO SIZE AND VERIFY ALL MECHANCIAL ANDPLUMBING SYSTEM COMPONENTS.

SHEET NAME:

PRO

JECT

:

ADDR

ESS:

SHEET NUMBER:

FOR:

DATE

:

2401

Bro

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Fax:

50

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sw

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.org

Web

: sw

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8/10

/202

1

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MECH & PLUMB PLAN

A6

County: YELLOW MEDICINE (87)

EffectDate

BasicRate

FringeRate

TotalRateLabor Code and Class

LABORERS (101 - 112) (SPECIAL CRAFTS 701 - 730)

101* 2020-11-16 14.00 0.00 14.00LABORER, COMMON (GENERAL LABOR WORK)

102* 2020-11-16 15.00 7.00 22.00LABORER, SKILLED (ASSISTING SKILLED CRAFTJOURNEYMAN)

103* 2020-11-16 18.80 0.00 18.80LABORER, LANDSCAPING (GARDENER, SODLAYER AND NURSERY OPERATOR)

104* FLAG PERSON FOR RATE CALL 651-284-5091 OR EMAILDLI.PREVWAGE@STATE.MN.US

105* WATCH PERSON FOR RATE CALL 651-284-5091 OR EMAILDLI.PREVWAGE@STATE.MN.US

106* BLASTER FOR RATE CALL 651-284-5091 OR EMAILDLI.PREVWAGE@STATE.MN.US

Page 1 of 12

MINNESOTA DEPARTMENT OF LABOR AND INDUSTRYPREVAILING WAGES FOR STATE FUNDED CONSTRUCTION JOBS

THIS NOTICE MUST BE POSTED ON THE JOBSITE IN A CONSPICUOUS PLACE

Construction Type: Residential

County Number: 87

County Name: YELLOW MEDICINE

Effective: 2020-11-16 Revised:

This project is covered by Minnesota prevailing wage statutes. Wage rates listed below are the minimum hourlyrates to be paid on this project.

All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at a rate of one andone half (1 1/2) times the basic hourly rate. The fringe rate is a straight time rate for all hours worked.

Violations should be reported to:

Department of Labor and IndustryPrevailing Wage Section443 Lafayette Road NSt Paul, MN 55155(651) 284-5091DLI.PrevWage@state.mn.us

* Indicates that adjacent county rates were used for the labor class listed.

County: YELLOW MEDICINE (87)

EffectDate

BasicRate

FringeRate

TotalRateLabor Code and Class

107* 2020-11-16 22.50 4.50 27.00PIPELAYER (WATER, SEWER AND GAS)

108* TUNNEL MINER FOR RATE CALL 651-284-5091 OR EMAILDLI.PREVWAGE@STATE.MN.US

109* UNDERGROUND AND OPEN DITCH LABORER(EIGHT FEET BELOW STARTING GRADE LEVEL)

FOR RATE CALL 651-284-5091 OR EMAILDLI.PREVWAGE@STATE.MN.US

110* SURVEY FIELD TECHNICIAN (OPERATE TOTALSTATION, GPS RECEIVER, LEVEL, ROD ORRANGE POLES, STEEL TAPE MEASUREMENT;MARK AND DRIVE STAKES; HAND OR POWERDIGGING FOR AND IDENTIFICATION OFMARKERS OR MONUMENTS; PERFORM ANDCHECK CALCULATIONS; REVIEW ANDUNDERSTAND CONSTRUCTION PLANS ANDLAND SURVEY MATERIALS). THISCLASSIFICATION DOES NOT APPLY TO THEWORK PERFORMED ON A PREVAILING WAGEPROJECT BY A LAND SURVEYOR WHO ISLICENSED PURSUANT TO MINNESOTASTATUTES, SECTIONS 326.02 TO 326.15.

FOR RATE CALL 651-284-5091 OR EMAILDLI.PREVWAGE@STATE.MN.US

111* TRAFFIC CONTROL PERSON (TEMPORARYSIGNAGE)

FOR RATE CALL 651-284-5091 OR EMAILDLI.PREVWAGE@STATE.MN.US

112* QUALITY CONTROL TESTER (FIELD ANDCOVERED OFF-SITE FACILITIES; TESTING OFAGGREGATE, ASPHALT, AND CONCRETEMATERIALS); LIMITED TO MN DOT HIGHWAYAND HEAVY CONSTRUCTION PROJECTS WHERETHE MN DOT HAS RETAINED QUALITYASSURANCE PROFESSIONALS TO REVIEW ANDINTERPRET THE RESULTS OF QUALITYCONTROL TESTERS. SERVICES PROVIDED BYTHE CONTRACTOR.

FOR RATE CALL 651-284-5091 OR EMAILDLI.PREVWAGE@STATE.MN.US

SPECIAL EQUIPMENT (201 - 204)

201* ARTICULATED HAULER FOR RATE CALL 651-284-5091 OR EMAILDLI.PREVWAGE@STATE.MN.US

202* BOOM TRUCK FOR RATE CALL 651-284-5091 OR EMAILDLI.PREVWAGE@STATE.MN.US

203* LANDSCAPING EQUIPMENT, INCLUDES HYDROSEEDER OR MULCHER, SOD ROLLER, FARMTRACTOR WITH ATTACHMENT SPECIFICALLYSEEDING, SODDING, OR PLANT, ANDTWO-FRAMED FORKLIFT (EXCLUDING FRONT,POSIT-TRACK, AND SKID STEER LOADERS), NOEARTHWORK OR GRADING FOR ELEVATIONS

FOR RATE CALL 651-284-5091 OR EMAILDLI.PREVWAGE@STATE.MN.US

204* OFF-ROAD TRUCK FOR RATE CALL 651-284-5091 OR EMAILDLI.PREVWAGE@STATE.MN.US

Page 2 of 12

County: YELLOW MEDICINE (87)

EffectDate

BasicRate

FringeRate

TotalRateLabor Code and Class

205* PAVEMENT MARKING OR MARKING REMOVALEQUIPMENT (ONE OR TWO PERSONOPERATORS); SELF-PROPELLED TRUCK ORTRAILER MOUNTED UNITS.

FOR RATE CALL 651-284-5091 OR EMAILDLI.PREVWAGE@STATE.MN.US

HIGHWAY/HEAVY POWER EQUIPMENT OPERATOR

GROUP 2 *

306 GRADER OR MOTOR PATROL FOR RATE CALL 651-284-5091 OR EMAILDLI.PREVWAGE@STATE.MN.US

308 TUGBOAT 100 H.P. AND OVER WHEN LICENSEREQUIRED (HIGHWAY AND HEAVY ONLY)

GROUP 3 *

309 ASPHALT BITUMINOUS STABILIZER PLANT FOR RATE CALL 651-284-5091 OR EMAILDLI.PREVWAGE@STATE.MN.US

310 CABLEWAY

312 DERRICK (GUY OR STIFFLEG)(POWER)(SKIDSOR STATIONARY) (HIGHWAY AND HEAVY ONLY)

314 DREDGE OR ENGINEERS, DREDGE (POWER)AND ENGINEER

316 LOCOMOTIVE CRANE OPERATOR

320 TANDEM SCRAPER

322 TUGBOAT 100 H.P AND OVER (HIGHWAY ANDHEAVY ONLY)

GROUP 4 *

323 2020-11-16 24.75 4.50 29.25AIR TRACK ROCK DRILL

324 AUTOMATIC ROAD MACHINE (CMI OR SIMILAR)(HIGHWAY AND HEAVY ONLY)

327 BITUMINOUS ROLLERS, RUBBER TIRED ORSTEEL DRUMMED (EIGHT TONS AND OVER)

328 BITUMINOUS SPREADER AND FINISHINGMACHINES (POWER), INCLUDING PAVERS,MACRO SURFACING AND MICRO SURFACING,OR SIMILAR TYPES (OPERATOR AND SCREEDPERSON)

Page 3 of 12

County: YELLOW MEDICINE (87)

EffectDate

BasicRate

FringeRate

TotalRateLabor Code and Class

329 BROKK OR R.T.C. REMOTE CONTROL ORSIMILAR TYPE WITH ALL ATTACHMENTS

330 CAT CHALLENGER TRACTORS OR SIMILARTYPES PULLING ROCK WAGONS, BULLDOZERSAND SCRAPERS

331 CHIP HARVESTER AND TREE CUTTER

332 CONCRETE DISTRIBUTOR AND SPREADERFINISHING MACHINE, LONGITUDINAL FLOAT,JOINT MACHINE, AND SPRAY MACHINE

334 CONCRETE MOBIL (HIGHWAY AND HEAVY ONLY)

335 CRUSHING PLANT (GRAVEL AND STONE) ORGRAVEL WASHING, CRUSHING AND SCREENINGPLANT

336 CURB MACHINE

337 DIRECTIONAL BORING MACHINE

338 DOPE MACHINE (PIPELINE)

340 DUAL TRACTOR

341 ELEVATING GRADER

345 GPS REMOTE OPERATING OF EQUIPMENT

347 HYDRAULIC TREE PLANTER

348 LAUNCHER PERSON (TANKER PERSON ORPILOT LICENSE)

349 LOCOMOTIVE (HIGHWAY AND HEAVY ONLY)

350 MILLING, GRINDING, PLANNING, FINE GRADE,OR TRIMMER MACHINE

352 PAVEMENT BREAKER OR TAMPING MACHINE(POWER DRIVEN) MIGHTY MITE OR SIMILARTYPE

354 PIPELINE WRAPPING, CLEANING OR BENDINGMACHINE

356 POWER ACTUATED HORIZONTAL BORINGMACHINE, OVER SIX INCHES

Page 4 of 12

County: YELLOW MEDICINE (87)

EffectDate

BasicRate

FringeRate

TotalRateLabor Code and Class

357 PUGMILL

359 RUBBER-TIRED FARM TRACTOR WITH BACKHOEINCLUDING ATTACHMENTS (HIGHWAY ANDHEAVY ONLY)

360 SCRAPER

361 SELF-PROPELLED SOIL STABILIZER

362 SLIP FORM (POWER DRIVEN) (PAVING)

363 TIE TAMPER AND BALLAST MACHINE

365 TRACTOR, WHEEL TYPE, OVER 50 H.P. WITHPTO UNRELATED TO LANDSCAPING (HIGHWAYAND HEAVY ONLY)

367 TUB GRINDER, MORBARK, OR SIMILAR TYPE

GROUP 5 *

370 BITUMINOUS ROLLER (UNDER EIGHT TONS) FOR RATE CALL 651-284-5091 OR EMAILDLI.PREVWAGE@STATE.MN.US

371 CONCRETE SAW (MULTIPLE BLADE) (POWEROPERATED)

372 FORM TRENCH DIGGER (POWER)

375 HYDRAULIC LOG SPLITTER

376 LOADER (BARBER GREENE OR SIMILAR TYPE)

377 POST HOLE DRIVING MACHINE/POST HOLEAUGER

378 POWER ACTUATED AUGER AND BORINGMACHINE

379 POWER ACTUATED JACK

381 SELF-PROPELLED CHIP SPREADER (FLAHERTYOR SIMILAR)

382 SHEEP FOOT COMPACTOR WITH BLADE . 200H.P. AND OVER

Page 5 of 12

County: YELLOW MEDICINE (87)

EffectDate

BasicRate

FringeRate

TotalRateLabor Code and Class

383 SHOULDERING MACHINE (POWER) APSCO ORSIMILAR TYPE INCLUDING SELF-PROPELLEDSAND AND CHIP SPREADER

384 STUMP CHIPPER AND TREE CHIPPER

385 TREE FARMER (MACHINE)

GROUP 6 *

389 DREDGE DECK HAND FOR RATE CALL 651-284-5091 OR EMAILDLI.PREVWAGE@STATE.MN.US

391 GRAVEL SCREENING PLANT (PORTABLE NOTCRUSHING OR WASHING)

393 LEVER PERSON

395 POWER SWEEPER

396 SHEEP FOOT ROLLER AND ROLLERS ONGRAVEL COMPACTION, INCLUDING VIBRATINGROLLERS

397 TRACTOR, WHEEL TYPE, OVER 50 H.P.,UNRELATED TO LANDSCAPING

COMMERCIAL POWER EQUIPMENT OPERATOR

GROUP 1 *

501 2020-11-16 18.80 0.00 18.80HELICOPTER PILOT (COMMERCIALCONSTRUCTION ONLY)

502 TOWER CRANE 250 FEET AND OVER(COMMERCIAL CONSTRUCTION ONLY)

503 TRUCK CRAWLER CRANE WITH 200 FEET OFBOOM AND OVER, INCLUDING JIB (COMMERCIALCONSTRUCTION ONLY)

GROUP 2 *

504 2020-11-16 18.80 0.00 18.80CONCRETE PUMP WITH 50 METERS/164 FEETOF BOOM AND OVER (COMMERCIALCONSTRUCTION ONLY)

505 PILE DRIVING WHEN THREE DRUMS IN USE(COMMERCIAL CONSTRUCTION ONLY)

Page 6 of 12

County: YELLOW MEDICINE (87)

EffectDate

BasicRate

FringeRate

TotalRateLabor Code and Class

506 TOWER CRANE 200 FEET AND OVER(COMMERCIAL CONSTRUCTION ONLY)

507 TRUCK OR CRAWLER CRANE WITH 150 FEET OFBOOM UP TO AND NOT INCLUDING 200 FEET,INCLUDING JIB (COMMERCIAL CONSTRUCTIONONLY)

GROUP 3 *

508 2020-11-16 18.80 0.00 18.80ALL-TERRAIN VEHICLE CRANES (COMMERCIALCONSTRUCTION ONLY)

509 CONCRETE PUMP 32-49 METERS/102-164 FEET(COMMERCIAL CONSTRUCTION ONLY)

510 DERRICK (GUY & STIFFLEG) (COMMERCIALCONSTRUCTION ONLY)

511 STATIONARY TOWER CRANE UP TO 200 FEET

512 SELF-ERECTING TOWER CRANE 100 FEET ANDOVER MEASURED FROM BOOM FOOT PIN(COMMERCIAL CONSTRUCTION ONLY)

513 TRAVELING TOWER CRANE (COMMERCIALCONSTRUCTION ONLY)

514 TRUCK OR CRAWLER CRANE UP TO AND NOTINCLUDING 150 FEET OF BOOM, INCLUDING JIB(COMMERCIAL CONSTRUCTION ONLY)

GROUP 4 *

515 2020-11-16 25.50 4.50 30.00CRAWLER BACKHOE INCLUDING ATTACHMENTS(COMMERCIAL CONSTRUCTION ONLY)

516 FIREPERSON, CHIEF BOILER LICENSE(COMMERCIAL CONSTRUCTION ONLY)

517 HOIST ENGINEER (THREE DRUMS OR MORE)(COMMERCIAL CONSTRUCTION ONLY)

518 LOCOMOTIVE (COMMERCIAL CONSTRUCTIONONLY)

519 OVERHEAD CRANE ( INSIDE BUILDINGPERIMETER) (COMMERCIAL CONSTRUCTIONONLY)

520 TRACTOR . BOOM TYPE (COMMERCIALCONSTRUCTION ONLY)

Page 7 of 12

County: YELLOW MEDICINE (87)

EffectDate

BasicRate

FringeRate

TotalRateLabor Code and Class

GROUP 5 *

521 2020-11-16 25.50 4.50 30.00AIR COMPRESSOR 450 CFM OR OVER (TWO ORMORE MACHINES) (COMMERCIALCONSTRUCTION ONLY)

522 CONCRETE MIXER (COMMERCIALCONSTRUCTION ONLY)

523 CONCRETE PUMP UP TO 31 METERS/101 FEETOF BOOM

524 DRILL RIGS, HEAVY ROTARY OR CHURN ORCABLE DRILL WHEN USED FOR CAISSON FORELEVATOR OR BUILDING CONSTRUCTION(COMMERCIAL CONSTRUCTION ONLY)

525 FORKLIFT (COMMERCIAL CONSTRUCTIONONLY)

526 FRONT END, SKID STEER 1 C YD AND OVER

527 HOIST ENGINEER ( ONE OR TWO DRUMS)(COMMERCIAL CONSTRUCTION ONLY)

528 MECHANIC-WELDER (ON POWER EQUIPMENT)(COMMERCIAL CONSTRUCTION ONLY)

529 POWER PLANT (100 KW AND OVER ORMULTIPLES EQUAL TO 100KW AND OVER)(COMMERCIAL CONSTRUCTION ONLY)

530 PUMP OPERATOR AND/OR CONVEYOR (TWO ORMORE MACHINES) (COMMERCIALCONSTRUCTION ONLY)

531 SELF-ERECTING TOWER CRANE UNDER 100FEET MEASURED FROM BOOM FOOT PIN(COMMERCIAL CONSTRUCTION ONLY)

532 STRADDLE CARRIER (COMMERCIALCONSTRUCTION ONLY)

533 TRACTOR OVER D2 (COMMERCIALCONSTRUCTION ONLY)

534 WELL POINT PUMP (COMMERCIALCONSTRUCTION ONLY)

GROUP 6 *

Page 8 of 12

County: YELLOW MEDICINE (87)

EffectDate

BasicRate

FringeRate

TotalRateLabor Code and Class

535 2020-11-16 18.80 0.00 18.80CONCRETE BATCH PLANT (COMMERCIALCONSTRUCTION ONLY)

536 FIREPERSON, FIRST CLASS BOILER LICENSE(COMMERCIAL CONSTRUCTION ONLY)

537 FRONT END, SKID STEER UP TO 1 C YD

538 GUNITE MACHINE (COMMERCIALCONSTRUCTION ONLY)

539 TRACTOR OPERATOR D2 OR SIMILAR SIZE(COMMERCIAL CONSTRUCTION ONLY)

540 TRENCHING MACHINE (SEWER, WATER, GAS)EXCLUDES WALK BEHIND TRENCHER

GROUP 7 *

541 2020-11-16 18.80 0.00 18.80AIR COMPRESSOR 600 CFM OR OVER(COMMERCIAL CONSTRUCTION ONLY)

542 BRAKEPERSON (COMMERCIAL CONSTRUCTIONONLY)

543 CONCRETE PUMP/PUMPCRETE OR COMPLACOTYPE (COMMERCIAL CONSTRUCTION ONLY)

544 FIREPERSON, TEMPORARY HEAT SECONDCLASS BOILER LICENSE (COMMERCIALCONSTRUCTION ONLY)

545 OILER (POWER SHOVEL, CRANE, TRUCKCRANE, DRAGLINE, CRUSHERS AND MILLINGMACHINES, OR OTHER SIMILAR POWEREQUIPMENT) (COMMERCIAL CONSTRUCTIONONLY)

546 PICK UP SWEEPER (ONE CUBIC YARD HOPPERCAPACITY) (COMMERCIAL CONSTRUCTIONONLY)

547 PUMP AND/OR CONVEYOR (COMMERCIALCONSTRUCTION ONLY)

GROUP 8 *

548 2020-11-16 18.80 0.00 18.80ELEVATOR OPERATOR (COMMERCIALCONSTRUCTION ONLY)

549 GREASER (COMMERCIAL CONSTRUCTIONONLY)

Page 9 of 12

County: YELLOW MEDICINE (87)

EffectDate

BasicRate

FringeRate

TotalRateLabor Code and Class

550 MECHANICAL SPACE HEATER (TEMPORARYHEAT NO BOILER LICENSE REQUIRED)(COMMERCIAL CONSTRUCTION ONLY)

TRUCK DRIVERS

GROUP 1 *

601 2020-11-16 20.50 4.50 25.00MECHANIC . WELDER

602 TRACTOR TRAILER DRIVER

603 TRUCK DRIVER (HAULING MACHINERYINCLUDING OPERATION OF HAND AND POWEROPERATED WINCHES)

GROUP 2 *

604 2020-11-16 18.80 0.00 18.80FOUR OR MORE AXLE UNIT, STRAIGHT BODYTRUCK

GROUP 3 *

605 2020-11-16 18.80 0.00 18.80BITUMINOUS DISTRIBUTOR DRIVER

606 BITUMINOUS DISTRIBUTOR (ONE PERSONOPERATION)

607 THREE AXLE UNITS

GROUP 4 *

608 2020-11-16 18.80 0.00 18.80BITUMINOUS DISTRIBUTOR SPRAY OPERATOR(REAR AND OILER)

609 DUMP PERSON

610 GREASER

611 PILOT CAR DRIVER

612 RUBBER-TIRED, SELF-PROPELLED PACKERUNDER 8 TONS

613 TWO AXLE UNIT

614 SLURRY OPERATOR

Page 10 of 12

County: YELLOW MEDICINE (87)

EffectDate

BasicRate

FringeRate

TotalRateLabor Code and Class

615 TANK TRUCK HELPER (GAS, OIL, ROAD OIL, ANDWATER)

616 TRACTOR OPERATOR, UNDER 50 H.P.

SPECIAL CRAFTS

701* 2020-11-16 32.00 2.59 34.59HEATING AND FROST INSULATORS

702* 2020-11-16 18.80 0.00 18.80BOILERMAKERS

703* 2020-11-16 18.80 0.00 18.80BRICKLAYERS

704* 2020-11-16 25.00 0.00 25.00CARPENTERS

705* 2020-11-16 18.80 0.00 18.80CARPET LAYERS (LINOLEUM)

706* 2020-11-16 18.80 0.00 18.80CEMENT MASONS

707 2020-11-16 19.06 1.17 20.23ELECTRICIANS

708* 2020-11-16 18.80 0.00 18.80ELEVATOR CONSTRUCTORS

709* 2020-11-16 18.80 0.00 18.80GLAZIERS

710* 2020-11-16 18.80 0.00 18.80LATHERS

712* 2020-11-16 18.80 0.00 18.80IRONWORKERS

714* 2020-11-16 18.80 0.00 18.80MILLWRIGHT

715* 2020-11-16 18.80 0.00 18.80PAINTERS (INCLUDING HAND BRUSHED, HANDSPRAYED, AND THE TAPING OF PAVEMENTMARKINGS)

716* 2020-11-16 18.80 0.00 18.80PILEDRIVER (INCLUDING VIBRATORY DRIVEROR EXTRACTOR FOR PILING AND SHEETINGOPERATIONS)

717* 2020-11-16 18.80 0.00 18.80PIPEFITTERS . STEAMFITTERS

718* 2020-11-16 18.80 0.00 18.80PLASTERERS

719* 2020-11-16 30.50 6.22 36.72PLUMBERS

720* 2020-11-16 18.80 0.00 18.80ROOFER

721 2020-11-16 28.59 21.49 50.08SHEET METAL WORKERS

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County: YELLOW MEDICINE (87)

EffectDate

BasicRate

FringeRate

TotalRateLabor Code and Class

722* 2020-11-16 37.83 18.20 56.03SPRINKLER FITTERS

723* 2020-11-16 18.80 0.00 18.80TERRAZZO WORKERS

724* 2020-11-16 18.80 0.00 18.80TILE SETTERS

725* 2020-11-16 18.80 0.00 18.80TILE FINISHERS

726* 2020-11-16 18.80 0.00 18.80DRYWALL TAPER

727* 2020-11-16 18.80 0.00 18.80WIRING SYSTEM TECHNICIAN

728* 2020-11-16 18.80 0.00 18.80WIRING SYSTEMS INSTALLER

729 2020-11-16 18.00 0.00 18.00ASBESTOS ABATEMENT WORKER

730* SIGN ERECTOR FOR RATE CALL 651-284-5091 OR EMAILDLI.PREVWAGE@STATE.MN.US

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