STATE OF KANSAS CONSTRUCTION PROJECT NO. A ......Sheet A411, the dimensions on the Enlarged Bathroom...

STATE OF KANSAS

CONSTRUCTION PROJECT NO. A-013386

ADDENDUM NO. 2

March 12, 2019

ISSUED BY:

ISSUED FOR ARCHITECT/ENGINEER

Department of Administration

Office of Facilities and Property Management

Design, Construction & Compliance

700 SW Harrison St., Suite 1200

Topeka, Kansas 66603-3929

TreanorHL

1040 Vermont Street

Lawrence, KS 66044

Contact: Dick Tilghman

Phone Number: 785-371-0780

Fax Number: 785-842-7536

E-Mail: [email protected]

NOTICE ALL BIDDERS FOR THE:

Emporia State University

Abigail Morse Hall Remodel

Emporia, Kansas

You are instructed to read and to note the following described changes, corrections, clarifications, omissions,

deletions, additions, approvals and statements pertinent to the Contract Bid and Construction Documents.

The Addendum No. 02 is a part of the Contract Bid and Construction Documents and shall govern in the

performance of the Work.

Article 2-1, Pre-Bid Conference Attendance: (Attachment)

A. See attached Attendance Roster (4 pages) from the March 7, 2019 Pre-Bid Conference.

Article 2-2, Form of Bid: (Attachment)

A. Use attached revised DOCUMENT C – FORM OF BID when submitting your bid.

Article 2-3, Specifications Table of Contents: (Attachment)

A. See attached revised Specifications Table of Contents, adding the following two sections:

1. Section 01 2510 Substitution Request Form

2. Section 06 4113 Wood-Veneer-Faced Architectural Cabinets

Article 2-4, Approved Substitutions:

A. The following manufacturers and products are approved for bidding in accordance with the Contract

Documents:

1. Section 03 3000 – Cast-In-Place Concrete

a. Spec Chem LLC; “SpecRez”

2. Section 04 2000 – Unit Masonry

a. Polyguard; “400 Flashing”

3. Section 07 2100 – Thermal Insulation

a. ACH Foam Technologies; “Foam Control Plus+ 250”

4. Section 07 2726 – Fluid-Applied Membrane Air Barriers

a. TK Products; “TK-Airmax 2104 VP” b. W.R. Meadows, Inc., “Air-Shield LMP”

5. Section 07 5216 – SBS-Modified Bituminous Membrane Roofing

a. Add Soprema to list of approved manufacturers.

Delete Derbigum from list of approved manufacturers.

A-013386

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Article 2-5, Specifications: (Attachments)

A. Section 01 2100 – Allowances

1. Add the following to Article 3.3 SCHEDULE OF ALLOWANCES:

a. “Allowance No. 3, Quantity Allowance: Include the quantity of 110 cubic yards of unclassified rock

excavation, as specified in Section 31 2000 Earth Moving.”

B. Section 01 2200 – Unit Prices

1. Add the following to Article 3.1 SCHEDULE OF UNIT PRICES

a. “Q. Unit Price No. 17 – Unclassified Bedrock Excavation

1. Description: Removal of unclassified bedrock, based on 100 cubic yards of estimated

rock excavation at the North and South additions, and 10 cubic yards of estimated rock

excavation at the new elevator pit.”

C. Section 01 2300 – Alternates

1. Delete “Alternate No. 3 – Brick Veneer and Cast Stone Coping at Mechanical Courtyard” from Article 3.1 SCHEDULE OF ALTERNATES.

2. Delete “Alternate No. 5 – Wall Base” from Article 3.1 SCHEDULE OF ALTERNATES. 3. Renumber “Alternate No. 4 – Foundation Waterproofing at Existing Walls” as Alternate No. 3. 4. Renumber “Alternate No. 6 – Trash Dumpster Enclosure” as Alternate No. 4. 5. The list of Alternates on Document C – Form of Bid is correct.

D. Section 01 2510 – Substitution Request Form

1. See attached Substitution Request Form.

E. Section 05 7313 – Glazed Decorative Metal Railings

1. Revise Paragraph 2.5B to read as follows:

“A. Tempered Laminated Glass: ASTM C1172, Condition A (uncoated), Type I (transparent flat glass),

Quality-Q3 with two plies of glass and polyvinyl butyral interlayer not less than 0.060 inch (1.52 mm)

thick.

1. Provide laminated structural glass with digital print on inner face of outer ply.

2. Pattern / Line Design: To be determined by Architect, to mimic glass with beveled edges at

perimeter of each panel.

3. Film Color: To be determined, to include fritted glass paint.

4. Glass Plies for Glass Infill Panels: Thickness required by structural loads, but not less than 5.0

mm each.”

F. Section 06 4113 – Wood-Veneer-Faced Architectural Cabinets

1. Add this section, attached, in its entirety.

G. Section 06 4116 – Plastic-Laminate-Faced Architectural Cabinets

1. See revised Section 06 4116 “PLASTIC-LAMINATE-FACED ARCHITECTURAL CABINETS –

REVISED”, attached. a. Paragraph 2.3C: Add description of Pull2

b. Paragraph 2.3F: Change title to “Floating Shelf Brackets” c. Paragraph 2.3J: Delete 2.3J.4 “Material: Black Iron” d. Add Paragraph 2.4E, “Pedestal Storage Unit”

H. Section 12 2413 – Roller Window Shades

1. Revise Paragraph 2.3B to read as follows:

“B. Light-Filtering Fabric: Woven fabric, stain and fade resistant.

1. Basis of Design: MechoShade “SoHo Collection, 1600 Series

2. Openness Factor: 3 percent

3. Color: As selected by Architect from manufacturer’s full range.”

I. Section 12 3661 – Simulated Stone Fabrications

1. See revised Section 12 3661 “SIMULATED STONE FABRICATIONS – REVISED”, attached. a. Add and revise list of solid surface manufacturers.

b. Add solid surface material sinks.

J. Section 26 0513 – Medium Voltage Cables, Splices, Terminations and Miscellaneous Equipment

1. Change Section number in footer from “22 0513” to “26 0513”.

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Add 2 Pg.3

K. Section 08 7100 – Door Hardware

1. “Revise Hardware Set No. 16 as follows:

a. HW SET NO. 16

For use on mark/door #(s): 018a Qty Description Catalog Number Finish Mfr

6 EA HINGE 5BB1HW 4.5 X 4.5 F643E/716 IVE

1 SET AUTO FLUSH BOLT FB31P 613 IVE

1 EA DUST PROOF STRIKE DP1/DP2 613 IVE

1 EA PANIC HARDWARE 9975-L-17 313 VON

1 EA BEST SFIC CORE BY OWNER 606 BES

1 EA SFIC MORT. HOUSING 80-102 643e SCH

1 EA COORDINATOR COR X FL 315AN IVE

2 EA MOUNTING BRACKET MB1 BLK IVE

2 EA SURFACE CLOSER 4040XP RW/PA

(CUSH ARM WHERE REQ'D)

695 LCN

2 EA KICK PLATE 8400 10" X 1" LDW B-CS 613 IVE

1 EA WALL STOP WS406/407CCV 643E/716 IVE

1 EA ASTRAGAL SET 8193D D ZER

2 EA SILENCER SR64 GRY IVE”

Article 2-5, Drawings: (Attachments)

A. Morse Northeast and Morse Central Demolition Site Plan

1. For reference and coordination, see Site Plan by Evergreen Design Build, attached.

B. Sheet G001 – Cover Sheet

1. Delete Sheets P125, P126, T111 and T112 from the Sheet Index.

C. Sheet G101 – Code Information

1. See clouded revisions of the text on revised Sheet G101, attached. These clouded revisions are for

reformatting of the text only. Content of these drawings has not changed.

D. Sheet G103 – Accessibility Standards

1. Delete “General Notes” entirely.

E. Sheets C100, C200, C201, C300 and C400:

1. At east wall of Dumpster Enclosure, provide center bollard as shown in Enlarged Plan A4/C500

“Dumpster Enclosure Layout”.

F. Sheet C500 – Site Details

1. See clouded revisions on revised Sheet C500, attached.

G. Sheets A110A thru A114B – Floor Plans

1. Where dimensions at Student Bathrooms conflict with dimensions on Enlarged Bathroom Plans on

Sheet A411, the dimensions on the Enlarged Bathroom Plans on Sheet A411 will govern.

H. Sheet A110A – Garden Floor Plan – North

1. See clouded revisions on revised Sheet A110A, attached.

I. Sheet A110B – Garden Floor Plan – South

1. See clouded revisions on revised Sheet A110B, attached.

J. Sheet A111A – 1

st

Floor Plan – North

1. See clouded revisions on revised Sheet A111A, attached.

K. Sheet A111B – 1

st

Floor Plan – South

1. See clouded revisions on revised Sheet A111B, attached.

L. Sheet A151 – Garden & 1

st

Floor RCPs

1. See clouded revisions on revised Sheet A151, attached.

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Add 2 Pg.4

M. Sheet A201 – Elevations – East & North


N. Sheet A202 – Elevations – South & West


O. Sheet A205 – Envelope Details – Repair


P. Sheet A403 – West Stair Plans & Details


Q. Sheet A411 – Enlarged Bathroom Plans & Elevations


R. Sheet A412 – Enlarged Bathroom Plans & Elevations


S. Sheet A421 – Plan Details


T. Sheet A601 – Door & Frame Schedule


U. Sheet A611 – Curtainwall, Window & Storefront Types


V. Sheet A612 – Storefront & Window Details


END OF ADDENDUM NO. 2

*** RECEIPT OF THIS ADDENDUM IS TO BE ACKNOWLEDGED ON THE FORM OF BID - DOCUMENT C***

DESIGN, CONSTRUCTION & COMPLIANCE

February 2019 A-013386

ESU-Abigail Morse Hall Remodel

C - 1

FORM OF BID

DOCUMENT C - FORM OF BID - REVISED

PART 1 - GENERAL

SUBMITTED BY:

_________________________________________________________________________________________

NAME OF COMPANY (Please print or type)

ATTACH CERTIFIED OR CASHIER'S CHECK HERE

IF FURNISHED IN LIEU OF A BID BOND

SUBMITTED TO: SUBMITTED FOR:

Tracy Diel, Deputy Director

Procurement and Contracts

Department of Administration

900 S.W. Jackson Street, Suite 451S

Topeka, Kansas 66612

Emporia State University

Abigail Morse

Remodel

Bldg. No.: 37900-00003

Emporia, Kansas 66801

A-013386

Sir:

In response to your Notice to Bidders and in compliance with the Instructions to Bidders, the undersigned herewith

submits his offer to provide all labor, materials, equipment, tools of trades and labor, accessories, appliances,

warranties and guarantees and to pay all royalties, fees, permits, licenses, applicable taxes insurances, haulage,

storage, superintendency, overhead and profit necessary to complete the following construction work:

BASE BID (LUMP SUM):

For the referenced project and in accordance with the Construction Contract Documents as prepared by the Project

Architect/Engineer for a total lump sum price of:

__________________________________________________________________________________________

________________________________________DOLLARS ($_______________________________________).

ALTERNATE BIDS AND UNIT PRICES:

The undersigned offers for the Owner's consideration and use the following prices for specific alternate bids and

unit prices. These prices include all costs to the Owner, including those for labor, materials, equipment, tools of

trades and labor, appliances, accessories, warranties, guarantees, royalties, fees, permits, licenses, applicable

taxes, insurances, haulage, storage, superintendency, overhead and profit. Alternates are to be added to the above

quoted base bid price as noted and may be a negative number.

Bidders are advised that the Owner is not restricted to selecting Alternates in numerical order as listed below.

The sole intent of this provision is to allow the agency maximum flexibility to incorporate enhancements into the

project.

Any change in the alternate and unit price listing will cause a new Form of Bid to be issued.

ALTERNATE NO. 1 Masonry Cleaning. ADD ($_________________)

ALTERNATE NO. 2 Landscaping. ADD ($_________________)

ALTERNATE NO. 3 Foundation Waterproofing at Existing

Walls.

ADD ($_________________)

ALTERNATE NO.4 Trash Dumpster Enclosure. ADD ($_________________)



C - 2

FORM OF BID

UNIT PRICE NO. 1 Common Machine Excavation, per cubic

yard.

ADD/DEDUCT ($_________________)

UNIT PRICE NO. 2 Common Hand Excavation, per cubic

yard.

ADD/DEDUCT ($_________________)

UNIT PRICE NO. 3 Machine-Compacted Fill, per cubic yard. ADD/DEDUCT ($_________________)

UNIT PRICE NO. 4

Hand-Compacted Fill, per cubic yard.

ADD/DEDUCT ($_________________)

UNIT PRICE NO. 5 Rock Excavation and Replacement with

Satisfactory Soil Material, per cubic yard.

ADD/DEDUCT ($_________________)

UNIT PRICE NO. 6 Mass Concrete, per cubic yard. ADD/DEDUCT ($_________________)

UNIT PRICE NO. 7 Cutting and Patching of Concrete Floor

Slabs, per square foot.

ADD/DEDUCT ($_________________)

UNIT PRICE NO. 8 Lintel Replacement, each. ADD/DEDUCT ($_________________)

UNIT PRICE NO. 9 Brick Removal and Replacement, per

square foot.

ADD/DEDUCT ($_________________)

UNIT PRICE NO.10 Brick Masonry Patching, each. ADD/DEDUCT ($_________________)

UNIT PRICE NO.11 Cast Stone Replacement, per cubic foot. ADD/DEDUCT ($_________________)

UNIT PRICE NO. 12 Cast Stone Patching, per 9 cubic inches. ADD/DEDUCT ($_________________)

UNIT PRICE NO. 13 Roof Deck Replacement, per square foot. ADD/DEDUCT ($_________________)

UNIT PRICE NO. 14 Roof Framing Replacement, per lineal

foot.

ADD/DEDUCT ($_________________)

UNIT PRICE NO. 15

Flooring Replacement, per square foot.

ADD/DEDUCT ($_________________)

UNIT PRICE NO. 16 Plaster (Stucco) Repair, per square foot. ADD/DEDUCT ($_________________)

UNIT PRICE NO. 17 Unclassified Rock Excavation, per cubic

yard.

ADD/DEDUCT ($_________________)

MAJOR SUBCONTRACTORS:

The undersigned hereinafter identifies as part of this bid the major subcontractors he proposes to use in the

performance of work under the contract. If the bidder will perform the work of a subcontractor with his own forces,

he must so indicate by writing his company name in the space where the subcontractor would have been listed.

If the choice of major subcontractors is dependent upon the combinations of alternates the owner elects to include

as a part of the work, a separate sheet shall be attached to the Form of Bid designating the different combinations

of such major subcontractors. No change or substitution may be made in the listed subcontractors without the prior

approval of the Secretary of Administration. In order to obtain this approval a written request shall be made to the

Director of the Office of Facilities and Property Management.

MECHANICAL CONSTRUCTION (List one (1) only)

__________________________________________________________________________________________

Name

__________________________________________________________________________________________

Address



C - 3

FORM OF BID

ELECTRICAL CONSTRUCTION (List one (1) only)

__________________________________________________________________________________________

Name

__________________________________________________________________________________________

Address

TIME OF COMPLETION:

The undersigned agrees to have the work of the project to a point of final completion, including all punch list items,

ready for the Project Architect/Engineer's final inspection and the Owner's and Office of Facilities and Property

Management’s acceptance by July 1, 2020.

ADDENDA:

The undersigned acknowledges receipt of the following Addenda:

#1(_____) #2(_____) #3(_____) #4(_____) #5(_____) #None(_____)

STATE TAX:

The undersigned attests this Bidder is not in arrears in taxes due the State of Kansas.

The materials purchased by a general or subcontractor for this project have been determined by the Kansas

Department of Revenue to be subject to the Kansas sales tax. The cost of said Tax must be INCLUDED IN all Bid

and Contract prices. Sales tax includes all applicable state, county and city sales taxes. (Refer to the Supplemental

General Conditions, Document E, for instructions on paying the tax.) No sales tax will be assessed on labor

provided for this project by a general contractor or subcontractor.

FEDERAL TAX:

The undersigned has included in all quoted prices the cost of federal excise tax on all items of construction and

equipment subject to said tax.

AGREEMENTS:

The undersigned agrees to the following terms and conditions:

1. An incomplete bid or other information not requested which is written on or attached to this Form of Bid, may

be cause for rejection of the bid.

2. For a bid to be considered responsive, every blank must be filled in. Failure to do so may result in the

disqualification of the bid.

3. A bid may be considered incomplete and non-responsive that does not indicate a price for any alternate bid

or unit price described and identified on the Form of Bid. A typed or printed "no bid" entered in the space

provided for an alternate bid or unit price may lead to the bid being considered non-responsive and be grounds

for rejection of the bid. A typed or printed "no charge" entered in the space provided for an alternate bid or

unit price will be considered a valid bid, as will the figure "0.00."

4. He has read the Notice to Bidders and the Instructions to Bidders carefully.

5. The accompanying bid security (bond) (certified check) (cashier's check) in the amount of:

______________________________________________________________________________________

___________________________________ DOLLARS ($_______________________________________).



C - 4

FORM OF BID

is payable without condition to the State of Kansas, the sum of which it is agreed will be forfeited as liquidated

damages for the delay and extra expense caused the owner if the undersigned fails to execute the Contract

and to furnish the bonds and insurances required by the Construction Contract Documents.

6. The Director, Procurement and Contracts reserves the right to reject any or all bids and to waive all

technicalities should such action be deemed to be in the best interest of the State of Kansas.

7. The Owner reserves the right to accept or reject any or all alternate bids and unit prices.

8. Subject to the provisions of K.S.A.75-6901 et seq. this bid may not be withdrawn for a period of thirty (30)

calendar days following the receipt, opening and public reading thereof.

9. Failure to acknowledge receipt of any addendum issued may be cause for a bid rejection.

10. Prior to the complete execution of a construction contract this project may be canceled at any time

by the State. Neither the State of Kansas nor any of its agencies, employees or agents shall be responsible for any bid preparation costs, or any costs or charges of any type, should all bids be rejected or the project canceled for any reason prior to the complete execution of a construction contract.

CERTIFICATION REGARDING IMMIGRATION REFORM & CONTROL

All Contractors are expected to comply with the Immigration and Reform Control Act of 1986 (IRCA), as may be

amended from time to time. This Act, with certain limitations, requires the verification of the employment status of

all individuals who were hired on or after November 6, 1986, by the Contractor as well as any subcontractor or sub-

subcontractor. The usual method of verification is through the Employment Verification (I-9) Form. With the

submission of this bid, the Contractor hereby certifies without exception that Contractor has complied with all federal

and state laws relating to immigration and reform. Any misrepresentation in this regard or any employment of

persons not authorized to work in the United States constitutes a material breach and, at the State’s option, may subject the contract to termination and any applicable damages.

Contractor certifies that, should it be awarded a contract by the State, Contractor will comply with all applicable

federal and state laws, standards, orders and regulations affecting a person’s participation and eligibility in any program or activity undertaken by the Contractor pursuant to this contract. Contractor further certifies that it will

remain in compliance throughout the term of the contract.

At the State’s request, Contractor is expected to produce to the State any documentation or other such evidence to verify Contractor’s compliance with any provision, duty, certification, or the like under the contract.

Contractor agrees to include this Certification in contracts between itself and any subcontractors in connection with

the services performed under this contract.

By signing this Form of Bid, the Contractor agrees to follow the Immigration and Reform Control Act of 1986 and

any and all amendments to the Act.

DECLARATIONS:

The undersigned hereby declares he has carefully examined the Drawings and Specifications, has visited the actual

location of the work, has satisfied himself as to all conditions and understands that, in signing this Form of Bid, he

waives all right to plead any misunderstanding regarding same and agrees to be bound by the provisions of said

Drawings and Specifications and all statements made therein.

The undersigned proposes to enter into Contract and to furnish and pay for the specified bonds and other required

documents within fifteen (15) working days after award of the contract.



C - 5

FORM OF BID

The undersigned certifies that he does not have any substantial conflict of interest sufficient to influence the bidding

process on this bid. A conflict of substantial interest is one which a reasonable person would think would

compromise the open competitive bid process.

All bidders and major sub-contractors listed on the bid form shall not be in arrears in taxes due the state of Kansas.

1. All bidders and major sub-contractors listed on the Form of Bid must submit with their bid, current

Certificate of Tax Clearance obtained from the Kansas Department of Revenue. Bidders and listed

major sub-contractors can obtain the Certificate of Tax Clearance through the following website:

http://www.ksrevenue.org/taxclearance.html .

2. Do not send Certificate of Tax Clearance in with Fax Modifications or as a Fax Modification. If not

submitted with original bid all bidders and major sub-contractors will have 48 hours after bid openings to

submit Certificate of Tax Clearance.

The undersigned attests this Bidder is not in arrears in taxes due the State of Kansas, has attached Kansas

Department of Revenue Certificate of Tax Clearance for the Bidder and all major sub-contractors listed on the Form

of Bid, and has attached signed State of Kansas - Tax Clearance Status forms from all listed major sub-contractors.

SIGNATURE AND SEAL:

DATED THIS ____________DAY OF __________________________________, 20____ .

__________________________________________________________

LEGAL NAME OF PERSON, FIRM OR CORPORATION

__________________________________________________________

FEDERAL EMPLOYEE IDENTIFICATION NUMBER

__________________________________________________________

MAILING ADDRESS for the above

__________________________________________________________

CITY, STATE and ZIP CODE

______________________/____________________________________

TELEPHONE NUMBER FAX NUMBER

______________________/____________________________________

CELL PHONE NUMBER E-MAIL ADDRESS

___________________________________________________________

CONTACT PERSON FOR TAX ISSUES

If the bid is submitted

by a Corporation, affix seal here

______________________________/__________________________

BY (SIGNATURE) TITLE

BIDDER'S CONTRACTING IDENTIFICATION NUMBER:

To help facilitate the awarding of the Contract and subsequent payment(s) processes, the bidder gives the FEIN

(Federal Employers Identification Number) or the SSN (Social Security Number) planned for use when making

application for partial or full work compensation. (Use space provided above.)

http://www.ksrevenue.org/taxclearance.html

LPloude

Typewritten Text

END OF DOCUMENT

Abigail Morse Hall Remodel OFPM No. A-013386 Emporia State University February 2019

TABLE OF CONTENTS TOC - 1

TABLE OF CONTENTS NO. of PAGES

Document A Notice to Bidders ....................................................................................................................... 2 Document B Instructions to Bidders .............................................................................................................. 6 Document C Form of Bid ................................................................................................................................ 5 Document D General Conditions of the Contract .......................................................................................... 28 Document E Supplemental General Conditions ............................................................................................ 3 Document F Form of Contract (DA-141A) ..................................................................................................... 2 Document G Form of Performance Bond ....................................................................................................... 1 Document H Form of Public Works Bond ...................................................................................................... 1 Document I Form of Appointment of Service Agent ..................................................................................... 1 DIVISION 01 – GENERAL REQUIREMENTS

Section 01 0000 State of Kansas Requirements .................................................................................................. 2 Section 01 1000 Summary .................................................................................................................................... 5 Section 01 2100 Allowances ................................................................................................................................. 3 Section 01 2200 Unit Prices .................................................................................................................................. 3 Section 01 2300 Alternates ................................................................................................................................... 2 Section 01 2500 Substitution Procedures ............................................................................................................. 2 Section 01 2510 Substitution Request Form ........................................................................................................ 1 Section 01 2600 Contract Modification Procedures .............................................................................................. 2 Section 01 2900 Payment Procedures.................................................................................................................. 4 Section 01 3100 Project Management and Coordination ..................................................................................... 6 Section 01 3200 Construction Progress Documentation ...................................................................................... 4 Section 01 3233 Photographic Documentation ..................................................................................................... 2 Section 01 3300 Submittal Procedures ................................................................................................................. 8 Section 01 3516 Alteration Project Procedures .................................................................................................... 7 Section 01 4000 Quality Requirements................................................................................................................. 7 Section 01 4200 References ................................................................................................................................. 3 Section 01 5000 Temporary Facilities and Controls ............................................................................................. 8 Section 01 6000 Product Requirements ............................................................................................................... 4 Section 01 7300 Execution .................................................................................................................................. 7 Section 01 7700 Closeout Procedures.................................................................................................................. 5 Section 01 7823 Operation and Maintenance Data .............................................................................................. 7 Section 01 7839 Project Record Documents ........................................................................................................ 3 Section 01 7900 Demonstration and Training ....................................................................................................... 4 DIVISION 02 – EXISTING CONDITIONS

Section 02 4116 Selective Demolition................................................................................................................... 6 DIVISION 03 – CONCRETE

Section 03 3000 Cast-in-Place Concrete ............................................................................................................ 16 Section 03 5416 Hydraulic Cement Underlayment ............................................................................................... 3 DIVISION 04 – MASONRY

Section 04 0110 Masonry Cleaning ...................................................................................................................... 9 Section 04 0120.63 Brick Masonry Repair ............................................................................................................... 11 Section 04 0120.64 Masonry Repointing ................................................................................................................... 7 Section 04 0140.61 Stone and Cast Stone Repair .................................................................................................. 10 Section 04 2000 Unit Masonry ............................................................................................................................ 14 Section 04 7200 Cast Stone Masonry................................................................................................................... 6 DIVISION 05 – METALS

Section 05 1200 Structural Metal Framing ........................................................................................................... 8 Section 05 3100 Steel Decking ............................................................................................................................. 4 Section 05 4000 Cold-Formed Metal Framing ...................................................................................................... 8 Section 05 4400 Cold-Formed Metal Trusses ...................................................................................................... 3 Section 05 5000 Metal Fabrications ...................................................................................................................... 8



Section 05 5113 Metal Pan Stairs ......................................................................................................................... 4 Section 05 5213 Pipe and Tube Railings .............................................................................................................. 6 Section 05 5313 Bar Gratings ............................................................................................................................... 4 Section 05 7313 Glazed Decorative Metal Railings .............................................................................................. 7 DIVISION 06 – WOOD, PLASTICS AND COMPOSITES

Section 06 0312 Wood Repair .............................................................................................................................. 7 Section 06 1000 Rough Carpentry ........................................................................................................................ 6 Section 06 1600 Sheathing ................................................................................................................................... 4 Section 06 2023 Interior Finish Carpentry ............................................................................................................ 4 Section 06 4113 Wood-Veneer-Faced Architectural Cabinets ............................................................................. 6 Section 06 4116 Plastic-Laminate-Clad Architectural Cabinets ........................................................................... 6 Section 06 4214 Stile and Rail Wood Paneling .................................................................................................... 4 DIVISION 07 – THERMAL AND MOISTURE PROTECTION

Section 07 1326 Self-Adhering Sheet Waterproofing ........................................................................................... 4 Section 07 1700 Bentonite Waterproofing ............................................................................................................ 4 Section 07 2100 Thermal Insulation...................................................................................................................... 4 Section 07 2726 Fluid-Applied Membrane Air Barriers ......................................................................................... 6 Section 07 3113 Asphalt Shingles ........................................................................................................................ 8 Section 07 4113.16 Standing-Seam Metal Roof Panels ............................................................................................ 8 Section 07 5216 SBS-Modified Bituminous Membrane Roofing ........................................................................ 10 Section 07 6200 Sheet Metal Flashing and Trim ................................................................................................ 11 Section 07 7200 Roof Accessories ....................................................................................................................... 5 Section 07 7253 Snow Guards ............................................................................................................................. 2 Section 07 8100 Applied Fireproofing ................................................................................................................... 6 Section 07 8413 Penetration Firestopping ............................................................................................................ 7 Section 07 8443 Joint Firestopping ....................................................................................................................... 5 Section 07 9200 Joint Sealants ............................................................................................................................. 7 DIVISION 08 – OPENINGS

Section 08 1113 Hollow Metal Doors and Frames ............................................................................................... 7 Section 08 1416 Flush Wood Doors ..................................................................................................................... 5 Section 08 3113 Access Doors and Frames ......................................................................................................... 3 Section 08 4113 Aluminum-Framed Entrances and Storefronts .......................................................................... 7 Section 08 4413 Glazed Aluminum Curtain Walls ................................................................................................ 7 Section 08 5113 Aluminum Windows.................................................................................................................... 6 Section 08 7100 Door Hardware ......................................................................................................................... 22 Section 08 8000 Glazing ....................................................................................................................................... 9 Section 08 8813 Fire-Resistant Glazing................................................................................................................ 5 Section 08 9119 Fixed Louvers ............................................................................................................................. 3 DIVISION 09 – FINISHES

Section 09 0190.52 Maintenance Repainting .......................................................................................................... 10 Section 09 2116.23 Gypsum Board Shaft Wall Assemblies ...................................................................................... 4 Section 09 2216 Non-Structural Metal Framing .................................................................................................... 5 Section 09 2400 Cement Plastering...................................................................................................................... 5 Section 09 2900 Gypsum Board ........................................................................................................................... 7 Section 09 3013 Ceramic Tiling ............................................................................................................................ 9 Section 09 5113 Acoustical Panel Ceilings ........................................................................................................... 5 Section 09 6513 Resilient Base and Accessories ................................................................................................. 4 Section 09 6516 Resilient Sheet Flooring ............................................................................................................. 5 Section 09 6519 Resilient Tile Flooring................................................................................................................. 4 Section 09 6813 Tile Carpeting ............................................................................................................................. 4 Section 09 7200 Wall Coverings ........................................................................................................................... 3 Section 09 8433 Sound-Absorbing Tackable Wall Treatment .............................................................................. 3 Section 09 9113 Exterior Painting ......................................................................................................................... 5 Section 09 9123 Interior Painting .......................................................................................................................... 6



Section 09 9300 Staining and Transparent Finishing ........................................................................................... 4 Section 09 9600 High-Performance Coatings ....................................................................................................... 4 DIVISION 10 – SPECIALTIES

Section 10 1100 Visual Display Units ................................................................................................................... 3 Section 10 1419 Dimensional Letter Signage ....................................................................................................... 4 Section 10 1423.16 Panel Signage ............................................................................................................................ 5 Section 10 2219 Movable Wall Systems ............................................................................................................... 6 Section 10 2600 Wall Protection ........................................................................................................................... 4 Section 10 2800 Toilet, Bath and Laundry Accessories ....................................................................................... 6 Section 10 4413 Fire Protection Cabinets ............................................................................................................ 4 Section 10 4416 Fire Extinguishers ...................................................................................................................... 3 DIVISION 11 – EQUIPMENT NOT USED

DIVISION 12 – FURNISHINGS

Section 12 2113 Horizontal Louver Blinds ............................................................................................................ 4 Section 12 2116 Vertical Louver Blinds ................................................................................................................ 4 Section 12 2413 Roller Window Shades ............................................................................................................... 4 Section 12 3661.16 Simulated Stone Fabrications .................................................................................................... 3 DIVISION 13 – SPECIAL CONSTRUCTION

Section 13 1000 Lightning Protection ................................................................................................................... 3 DIVISION 14 – CONVEYING EQUIPMENT

Section 14 2100 Electric Traction Elevators ......................................................................................................... 9 DIVISION 15 THROUGH 20 NOT USED

DIVISION 21 – FIRE SUPPRESSION

Section 21 1300 Fire Suppression Systems ....................................................................................................... 26 DIVISION 22 – PLUMBING

Section 22 0500 General Provisions ..................................................................................................................... 5 Section 22 0501 Extent of Contract Work and Codes .......................................................................................... 2 Section 22 0503 Basic Materials and Methods ..................................................................................................... 2 Section 22 0519 Thermometers and Gauges ....................................................................................................... 2 Section 22 0523 Valves ........................................................................................................................................ 1 Section 22 1116 Piping and Fittings...................................................................................................................... 4 Section 22 1429 Sump Pumps and Associated Piping Specialties ...................................................................... 1 Section 22 1700 Piping and Equipment Insulation ............................................................................................... 2 Section 22 4000 Plumbing Fixtures ...................................................................................................................... 1 Section 22 5000 Plumbing Equipment .................................................................................................................. 1 Section 22 9000 Architectural Verification ............................................................................................................ 1 DIVISION 23 – HEATING VENTILATION AND AIR CONDITIONING

Section 23 0500 General Provisions ..................................................................................................................... 6 Section 23 0501 Extent of Contract Work and Codes .......................................................................................... 2 Section 23 0502 Temporary Use of Permanent Heating Units ............................................................................. 1 Section 23 0503 Basic Materials and Methods ..................................................................................................... 4 Section 23 0513 Electrical Requirements ............................................................................................................. 1 Section 23 0529 Supports, Anchors, Sleeves and Seals...................................................................................... 3 Section 23 0553 Testing and Balancing ............................................................................................................... 3 Section 23 0700 Piping and Equipment Insulation ............................................................................................... 2 Section 23 0701 Ductwork Insulation .................................................................................................................... 4 Section 23 0900 Automatic Temperature Controls ............................................................................................. 24 Section 23 2300 Refrigerant Piping ...................................................................................................................... 5 Section 23 3113 Ductwork .................................................................................................................................... 2



Section 23 3300 Ductwork Accessories ................................................................................................................ 2 Section 23 3713 Grilles, Registers and Diffusers ................................................................................................. 1 Section 23 5100 Variable Refrigerant Flow – Indoor Units ................................................................................... 7 Section 23 5200 Variable Refrigerant Flow – Outdoor Units ................................................................................ 8 Section 23 5600 Packaged Rooftop Dedicated Outdoor Air Energy Recovery Heat Pump Units ....................... 8 Section 23 9000 Architectural Verification ............................................................................................................ 1 DIVISION 25 – INTEGRATED AUTOMATION NOT USED

DIVISION 26 – ELECTRICAL

Section 26 0500 General Provisions ..................................................................................................................... 5 Section 26 0501 Extent of Contract Work and Codes .......................................................................................... 2 Section 26 0502 Basic Materials and Methods ..................................................................................................... 1 Section 26 0513 Medium Voltage Cables, Splices, Terminations, and Miscellaneous Equipment ...................... 8 Section 26 0519 Wires and Cables ....................................................................................................................... 2 Section 26 0526 Grounding .................................................................................................................................. 1 Section 26 0533 Conduits ..................................................................................................................................... 2 Section 26 0534 Outlet, Pull and Junction Boxes ................................................................................................. 2 Section 26 2020 Pad-Mounted Oil-Filled Transformers ........................................................................................ 2 Section 26 2200 Dry Type Transformers .............................................................................................................. 2 Section 26 2413 Switchboards .............................................................................................................................. 2 Section 26 2416 Circuit Breaker Distribution Panelboards ................................................................................... 2 Section 26 2417 Panelboards ............................................................................................................................... 2 Section 26 2726 Switches, Receptacles and Cover Plates .................................................................................. 4 Section 26 2816 Overcurrent Protective Devices ................................................................................................. 1 Section 26 2817 Disconnect Switches .................................................................................................................. 1 Section 26 3000 Motors ........................................................................................................................................ 2 Section 26 3213 Engine Generator ..................................................................................................................... 11 Section 26 3223 Emergency / Standby Power Systems Transfer Switches (Four Pole) ..................................... 5 Section 26 4313 Transient Voltage Surge Suppression (TVSS) .......................................................................... 5 Section 26 5100 Light Fixtures .............................................................................................................................. 1 Section 26 9000 Architectural Verification ............................................................................................................ 1 DIVISION 27 – COMMUNICATIONS NOT USED

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

Section 28 1111 Fire Alarm Systems .................................................................................................................. 11 DIVISION 29 THROUGH 30 NOT USED

DIVISION 31 – EARTHWORK

Section 31 1000 Site Clearing ............................................................................................................................... 5 Section 31 2000 Earth Moving ............................................................................................................................ 10 Section 31 3116 Termite Control .......................................................................................................................... 3 DIVISION 32 – EXTERIOR IMPROVEMENTS

Section 32 1313 Concrete Paving ....................................................................................................................... 11 Section 32 1373 Concrete Paving Joint Sealants ................................................................................................. 4 Section 32 9200 Turf and Grasses ....................................................................................................................... 8 Section 32 9300 Plants ....................................................................................................................................... 14 DIVISION 33 – UTILITIES

Section 33 4200 Storm Utility Drainage Piping ..................................................................................................... 6

DIVISION 34 THROUGH 49 NOT USED

END OF TABLE OF CONTENTS


SUBSTITUTION REQUEST FORM 01 2510 Page 1 of 1

SECTION 01 2510 – SUBSTITUTION REQUEST FORM To: TreanorHL 1040 Vermont Street Lawrence, Kansas 66044-1063 Project: ESU Abigail Morse Hall Remodel Specification Section Number and Item: Proposed Substitution (including manufacturer and model, etc.): Why is the substitution requested?

Effect of the Substitution 1. Does the requested substitution offer the Owner a substantial advantage in cost, time, en-

ergy conservation, or other considerations? 2. Does the requested substitution require revisions to the Contract Documents? 3. Is the requested substitution consistent with the Contract Documents and produce the in-

dicated results? 4. Does the requested substitution adversely affect Contractor's Construction Schedule?

5. Is the requested substitution compatible with other portions of the Work? 6. Does the requested substitution need to be coordinated with other portions of the Work?

If yes, explain:

7. Does the requested substitution provide the specified warranty? 8. If requested substitution involves more than one contractor, has the requested substitution

been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved?

**NOTE: SUBMIT, WITH THIS FORM, ALL NECESSARY TECHNICAL DATA OR PRODUCT

INFORMATION FOR THE SPECIFIC PRODUCT REQUESTING TO BE SUBSTITUTED. CONTRACTOR’S / BIDDER’S REPRESENTATION Submitted by: Signature: Date: Note: Approved substitutions shall be documented in an addendum. This form shall not be returned.

ARCHITECT’S ACTION:


WOOD-VENEER-FACED ARCHITECTURAL CABINETS 06 4113 Page 1 of 6

SECTION 06 4113 - WOOD-VENEER-FACED ARCHITECTURAL CABINETS

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section Includes: 1. Architectural wood cabinets. 2. Wood furring, blocking, shims, and hanging strips for installing architectural wood cabinets unless

concealed within other construction before cabinet installation. 3. Shop finishing of architectural wood cabinets.

B. Related Requirements: 1. Section 06 1000 "Rough Carpentry" for wood furring, blocking, shims, and hanging strips required

for installing cabinets and concealed within other construction before cabinet installation.

1.3 ACTION SUBMITTALS

A. Product Data: For each type of product, including panel products, cabinet hardware and accessories, and finishing materials and processes.

B. Shop Drawings: Show location of each item, dimensioned plans and elevations, large-scale details, attachment devices, and other components. 1. Show locations and sizes of furring, blocking, and hanging strips, including concealed blocking

and reinforcement specified in other Sections. 2. Show locations and sizes of cutouts and holes for electrical switches and outlets and other items

installed in architectural wood cabinets. 3. Show veneer leaves with dimensions, grain direction, exposed face, and identification numbers

indicating the flitch and sequence within the flitch for each leaf.

C. Samples for Initial Selection: 1. Shop-applied transparent finishes. 2. PVC edge material. 3. Thermoset decorative panels.

D. Samples for Verification: 1. Lumber for transparent finish, not less than 5 inches wide by 12 inches long, for each species

and cut, finished on one side and one edge. 2. Veneer leaves representative of and selected from flitches to be used for transparent-finished

cabinets. 3. Thermoset decorative panels, 8 by 10 inches, for each color, pattern, and surface finish, with

edge banding on one edge. 4. Exposed cabinet hardware and accessories, one unit for each type and finish.

1.4 QUALITY ASSURANCE

A. Fabricator Qualifications: Shop that employs skilled workers who custom fabricate products similar to those required for this Project and whose products have a record of successful in-service performance.

B. Installer Qualifications: Fabricator of products.



C. Mockups: Build mockups to verify selections made under Sample submittals and to demonstrate aesthetic effects and set quality standards for materials and execution. 1. Build mockup of typical architectural wood cabinet as shown on Drawings. 2. Subject to compliance with requirements, approved mockup may become part of the completed

Work if undisturbed at time of Substantial Completion.

1.5 DELIVERY, STORAGE, AND HANDLING

A. Do not deliver cabinets until painting and similar operations that could damage woodwork have been completed in installation areas. If cabinets must be stored in other than installation areas, store only in areas where environmental conditions comply with requirements specified in "Field Conditions" Article.

1.6 FIELD CONDITIONS

A. Environmental Limitations: Do not deliver or install cabinets until building is enclosed, wet work is complete, and HVAC system is operating and maintaining temperature and relative humidity at occupancy levels during the remainder of the construction period.

B. Environmental Limitations: Do not deliver or install cabinets until building is enclosed, wet work is complete, and HVAC system is operating and maintaining temperature between 60 and 90 deg F and relative humidity between 25 and 55 percent during the remainder of the construction period.

C. Field Measurements: Where cabinets are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication, and indicate measurements on Shop Drawings. Coordinate fabrication schedule with construction progress to avoid delaying the Work. 1. Locate concealed framing, blocking, and reinforcements that support cabinets by field

measurements before being enclosed, and indicate measurements on Shop Drawings.

D. Established Dimensions: Where cabinets are indicated to fit to other construction, establish dimensions for areas where cabinets are to fit. Provide allowance for trimming at site, and coordinate construction to ensure that actual dimensions correspond to established dimensions.

1.7 COORDINATION

A. Coordinate sizes and locations of framing, blocking, furring, reinforcements, and other related units of Work specified in other Sections to ensure that wood-veneer-faced architectural cabinets can be supported and installed as indicated.

PART 2 - PRODUCTS

2.1 ARCHITECTURAL CABINET FABRICATORS

A. Source Limitations: Engage a qualified woodworking firm to assume undivided responsibility for production of architectural wood cabinets with sequence-matched wood veneers.

2.2 ARCHITECTURAL WOOD CABINETS, GENERAL

A. Quality Standard: Unless otherwise indicated, comply with the "Architectural Woodwork Standards" for grades of architectural wood cabinets indicated for construction, finishes, installation, and other requirements. 1. The Contract Documents contain selections chosen from options in the quality standard and

additional requirements beyond those of the quality standard. Comply with those selections and requirements in addition to the quality standard.



2.3 WOOD CABINETS FOR TRANSPARENT FINISH

A. Grade: Custom.

B. Type of Construction: Frameless.

C. Cabinet and Door and Drawer Front Interface Style: Flush overlay, raised panel stile and rail doors.

D. Wood for Exposed Surfaces: 1. Species: Select White Birch. 2. Cut: Plain sliced. 3. Grain Direction: Vertically for doors and fixed panels, horizontally for drawer fronts. 4. Matching of Veneer Leaves: Slip match.

E. Semiexposed Surfaces: Provide surface materials indicated below: 1. Surfaces Other Than Drawer Bodies: Thermoset decorative panels.

a. Edges of Thermoset Decorative Panel Shelves: PVC or polyester edge banding. 2. Drawer Subfronts, Backs, and Sides: Solid-hardwood lumber. 3. Drawer Bottoms: Hardwood plywood.

F. Drawer Construction: Fabricate with exposed fronts fastened to subfront with mounting screws from interior of body. 1. Join subfronts, backs, and sides with glued rabbeted joints supplemented by mechanical

fasteners or glued dovetail joints.

2.4 WOOD MATERIALS

A. Wood Products: Provide materials that comply with requirements of referenced quality standard for each type of woodwork and quality grade specified unless otherwise indicated. 1. Do not use plain-sawn softwood lumber with exposed, flat surfaces more than 3 inches wide. 2. Wood Moisture Content: 5 to 10 percent.

B. Composite Wood and Agrifiber Products: Provide materials that comply with requirements of referenced quality standard for each type of woodwork and quality grade specified unless otherwise indicated. 1. Particleboard: ANSI A208.1, Grade M-2-Exterior Glue. 2. Softwood Plywood: DOC PS 1. 3. Veneer-Faced Panel Products (Hardwood Plywood): HPVA HP-1. 4. Thermoset Decorative Panels: Particleboard or medium-density fiberboard finished with thermally

fused, melamine-impregnated decorative paper and complying with requirements of NEMA LD 3, Grade VGL, for test methods 3.3, 3.4, 3.6, 3.8, and 3.10.

2.5 CABINET HARDWARE AND ACCESSORIES

A. General: Provide cabinet hardware and accessory materials associated with architectural cabinets.

B. Frameless Concealed Hinges (European Type): BHMA A156.9, B01602, 170 degrees of opening, self-closing.

C. Door and Drawer Pulls: 1. Basis of Design, Pull2: Liberty Hardware, No. PN 6505-AL-C, “Citation II”

a. Size: 5-inch center to center

D. Catches: Push-in magnetic catches, ANSI/BHMA A156.9, B03131. 1. Provide at cabinet under bar in Apartment kitchen.

E. Shelf Rests: BHMA A156.9, B04013; metal, two-pin type with shelf hold-down clip.



F. Drawer Slides: BHMA A156.9. 1. Grade 1HD-100 and Grade 1HD-200: Side mounted; full-extension type; zinc-plated-steel ball-

bearing slides. 2. For drawers not more than 3 inches high and not more than 24 inches wide, provide Grade 2. 3. For drawers more than 3 inches high but not more than 6 inches high and not more than 24 inches

wide, provide Grade 1HD-100. 4. For drawers more than 6 inches high or more than 24 inches wide, provide Grade 1HD-100.

G. Door and Drawer Silencers: BHMA A156.16, L03011.

H. Lazy Susan: Rev-A-Shelf; No. 6942-28-11-52, Pie-Cut 2-Shelf set, white polymer. 1. Size: 28-inches diameter. 2. Provide with post and pivot hardware for complete installation.

I. Countertop Brackets: 1. Type CB3: Federal Brace “Hidden Cabinet Bracket #40112

a. Size: As indicated on Drawings b. Finish: Black

J. For concealed hardware, provide manufacturer's standard finish that complies with product class requirements in BHMA A156.9.

2.6 MISCELLANEOUS MATERIALS

A. Furring, Blocking, Shims, and Hanging Strips: Softwood or hardwood lumber, kiln dried to less than 15 percent moisture content.

B. Anchors: Select material, type, size, and finish required for each substrate for secure anchorage. Provide metal expansion sleeves or expansion bolts for post-installed anchors. Use nonferrous-metal or hot-dip galvanized anchors and inserts at inside face of exterior walls and at floors.

2.7 FABRICATION

A. Fabricate woodwork to dimensions, profiles, and details indicated. Ease edges to radius indicated for the following: 1. Corners of Cabinets: 1/16 inch unless otherwise indicated.

B. Complete fabrication, including assembly, finishing, and hardware application, to maximum extent possible before shipment to Project site. Disassemble components only as necessary for shipment and installation. Where necessary for fitting at site, provide ample allowance for scribing, trimming, and fitting. 1. Trial fit assemblies at fabrication shop that cannot be shipped completely assembled. Install

dowels, screws, bolted connectors, and other fastening devices that can be removed after trial fitting. Verify that various parts fit as intended and check measurements of assemblies against field measurements before disassembling for shipment.

C. Shop-cut openings to maximum extent possible to receive hardware, appliances, electrical work, and similar items. Locate openings accurately and use templates or roughing-in diagrams to produce accurately sized and shaped openings. Sand edges of cutouts to remove splinters and burrs.

2.8 SHOP FINISHING

A. General: Finish architectural wood cabinets at fabrication shop as specified in this Section. Defer only final touchup, cleaning, and polishing until after installation.



B. Shop Priming: Shop apply the prime coat including backpriming, if any, for transparent-finished items specified to be field finished. Refer to Section 09 9300 "Staining and Transparent Finishing" for material and application requirements.

C. Preparation for Finishing: Comply with referenced quality standard for sanding, filling countersunk fasteners, sealing concealed surfaces, and similar preparations for finishing architectural wood cabinets, as applicable to each unit of work. 1. Backpriming: Apply one coat of sealer or primer, compatible with finish coats, to concealed

surfaces of cabinets.

D. Transparent Finish: 1. Grade: Custom. 2. Finish: System - 11, catalyzed polyurethane. 3. Staining: Match Architect's sample. 4. Filled Finish for Open-Grain Woods: After staining, apply wash-coat sealer and allow to dry.

Apply paste wood filler and wipe off excess. Tint filler to match stained wood. 5. Sheen: Satin, 31-45 gloss units measured on 60-degree gloss meter per ASTM D 523.

PART 3 - EXECUTION

3.1 PREPARATION

A. Before installation, condition cabinets to average prevailing humidity conditions in installation areas.

B. Before installing cabinets, examine shop-fabricated work for completion and complete work as required, including removal of packing and backpriming.

3.2 INSTALLATION

A. Grade: Install cabinets to comply with same grade as item to be installed.

B. Assemble cabinets and complete fabrication at Project site to the extent that it was not completed in the shop.

C. Install cabinets level, plumb, true, and straight. Shim as required with concealed shims. Install level and plumb to a tolerance of 1/8 inch in 96 inches.

D. Scribe and cut cabinets to fit adjoining work, refinish cut surfaces, and repair damaged finish at cuts.

E. Anchor cabinets to anchors or blocking built in or directly attached to substrates. Secure with countersunk, concealed fasteners and blind nailing. Use fine finishing nails or finishing screws for exposed fastening, countersunk and filled flush with woodwork. 1. For shop finished items use filler matching finish of items being installed.

F. Cabinets: Install without distortion so doors and drawers fit openings properly and are accurately aligned. Adjust hardware to center doors and drawers in openings and to provide unencumbered operation. Complete installation of hardware and accessory items as indicated. 1. Install cabinets with no more than 1/8 inch in 96-inchsag, bow, or other variation from a straight

line. 2. Maintain veneer sequence matching of cabinets with transparent finish. 3. Fasten wall cabinets through back, near top and bottom, and at ends not more than 16 inches

o.c. with No. 10 wafer-head screws sized for not less than 1-1/2-inchpenetration into wood blocking or hanging strips.

G. Touch up finishing work specified in this Section after installation of woodwork. Fill nail holes with matching filler where exposed.



3.3 ADJUSTING AND CLEANING

A. Repair damaged and defective cabinets, where possible, to eliminate functional and visual defects; where not possible to repair, replace woodwork. Adjust joinery for uniform appearance.

B. Clean, lubricate, and adjust hardware.

C. Clean cabinets on exposed and semiexposed surfaces. Touch up shop-applied finishes to restore damaged or soiled areas.

END OF SECTION 06 4113


PLASTIC-LAMINATE-FACED ARCHITECTURAL CABINETS 06 4116 Page 1 of 6

SECTION 06 4116 - PLASTIC-LAMINATE-FACED ARCHITECTURAL CABINETS - REVISED

PART 1 - GENERAL



1.2 SUMMARY

A. Section Includes: 1. Plastic-laminate-faced architectural cabinets. 2. Closet shelving and clothes rods. 3. Wood furring, blocking, shims, and hanging strips for installing plastic-laminate-faced

architectural cabinets unless concealed within other construction before cabinet installation.

B. Related Requirements: 1. Section 06 1000 "Rough Carpentry" for wood furring, blocking, shims, and hanging strips required

for installing cabinets and concealed within other construction before cabinet installation.


A. Product Data: For each type of product, including panel products, high-pressure decorative laminate adhesive for bonding plastic laminate and cabinet hardware and accessories.

B. Shop Drawings: Show location of each item, dimensioned plans and elevations, large-scale details, attachment devices, and other components. 1. Show locations and sizes of furring, blocking, and hanging strips, including concealed blocking

and reinforcement specified in other Sections. 2. Show locations and sizes of cutouts and holes for electrical switches and outlets and other items

installed in architectural plastic-laminate cabinets.

C. Samples for Verification: 1. Plastic laminates, 8 by 10 inches, for each type, color, pattern, and surface finish. 2. Wood-grain plastic laminates, 8 by 10 inches, for each type, pattern and surface finish. 3. Thermoset decorative panels, 8 by 10 inches, for each color, pattern, and surface finish, with

edge banding on one edge. 4. Exposed cabinet hardware and accessories, one unit for each type and finish.

1.4 INFORMATIONAL SUBMITTALS

A. Qualification Data: For fabricator.

B. Product Certificates: For the following: 1. Thermoset decorative panels. 2. High-pressure decorative laminate. 3. Adhesives.

1.5 QUALITY ASSURANCE

A. Fabricator Qualifications: Shop that employs skilled workers who custom fabricate products similar to those required for this Project and whose products have a record of successful in-service performance.

B. Installer Qualifications: Fabricator of products.



C. Mockups: Build mockups to verify selections made under Sample submittals and to demonstrate aesthetic effects and set quality standards for materials and execution. 1. Build mockups of typical plastic-laminate cabinets as shown on Drawings. 2. Subject to compliance with requirements, approved mockups may become part of the completed

Work if undisturbed at time of Substantial Completion.

1.6 DELIVERY, STORAGE, AND HANDLING

A. Do not deliver cabinets until painting and similar operations that could damage woodwork have been completed in installation areas. If cabinets must be stored in other than installation areas, store only in areas where environmental conditions comply with requirements specified in "Field Conditions" Article.

1.7 FIELD CONDITIONS

A. Environmental Limitations: Do not deliver or install cabinets until building is enclosed, wet work is complete, and HVAC system is operating and maintaining temperature and relative humidity at occupancy levels during the remainder of the construction period.

B. Field Measurements: Where cabinets are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication, and indicate measurements on Shop Drawings. Coordinate fabrication schedule with construction progress to avoid delaying the Work. 1. Locate concealed framing, blocking, and reinforcements that support cabinets by field

measurements before being enclosed, and indicate measurements on Shop Drawings.

C. Established Dimensions: Where cabinets are indicated to fit to other construction, establish dimensions for areas where cabinets are to fit. Provide allowance for trimming at site, and coordinate construction to ensure that actual dimensions correspond to established dimensions.

1.8 COORDINATION

A. Coordinate sizes and locations of framing, blocking, furring, reinforcements, and other related units of Work specified in other Sections to ensure that cabinets can be supported and installed as indicated.

PART 2 - PRODUCTS

2.1 PLASTIC-LAMINATE-FACED ARCHITECTURAL CABINETS

A. Quality Standard: Unless otherwise indicated, comply with the "Architectural Woodwork Standards" for grades of architectural plastic-laminate cabinets indicated for construction, finishes, installation, and other requirements. 1. The Contract Documents contain selections chosen from options in the quality standard and

additional requirements beyond those of the quality standard. Comply with those selections and requirements in addition to the quality standard.

B. Grade: Custom.

C. Type of Construction: Frameless .

D. Cabinet, Door, and Drawer Front Interface Style: Flush overlay.

E. High-Pressure Decorative Laminate: NEMA LD 3, grades as indicated or if not indicated, as required by woodwork quality standard. 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering

products that may be incorporated into the Work include, but are not limited to, the following: a. Formica Corporation. b. Lamin-Art, Inc.



c. Nevamar Company, LLC; Decorative Products Div. d. Wilsonart International; Div. of Premark International, Inc.

F. Laminate Cladding for Exposed Surfaces: 1. Horizontal Surfaces: Grade HGS. 2. Vertical Surfaces: Grade VGS. 3. Edges: PVC edge banding, 0.12-inch-thick, matching laminate in color. 4. Pattern Direction: Vertically for drawer fronts, doors, and fixed panels.

G. Materials for Semiexposed Surfaces: 1. Surfaces Other Than Drawer Bodies: Thermoset decorative laminate, black.

a. Edges of Plastic Laminate Shelves: PVC or polyester edge banding. 2. Drawer Sides and Backs: Solid-hardwood lumber . 3. Drawer Bottoms: Hardwood plywood .

H. Dust Panels: 1/4-inch plywood or tempered hardboard above compartments and drawers unless located directly under tops.

I. Concealed Backs of Panels with Exposed Plastic-Laminate Surfaces: High-pressure decorative laminate, NEMA LD 3, Grade BKL.

J. Drawer Construction: Fabricate with exposed fronts fastened to subfront with mounting screws from interior of body. 1. Join subfronts, backs, and sides with glued rabbeted joints supplemented by mechanical

fasteners or glued dovetail joints.

K. Colors, Patterns, and Finishes: Provide materials and products that result in colors and textures of exposed laminate surfaces complying with the following requirements: 1. As indicated by laminate manufacturer's designations on Drawings.

2.2 WOOD MATERIALS

A. Wood Products: Provide materials that comply with requirements of referenced quality standard for each type of woodwork and quality grade specified unless otherwise indicated. 1. Wood Moisture Content: 5 to 10 percent. 2. Particleboard: ANSI A208.1, Grade M-2 mad with binder containing no added urea

formaldehyde. 3. Softwood Plywood: DOC PS 1, medium-density overlay. 4. Veneer-Faced Panel Products (Hardwood Plywood): HPVA HP-1, made with adhesive

containing no added urea formaldehyde. 5. Thermoset Decorative Panels: Particleboard or medium-density fiberboard finished with

thermally fused, melamine-impregnated decorative paper and complying with requirements of NEMA LD 3, Grade VGL, for test methods 3.3, 3.4, 3.6, 3.8, and 3.10. a. Provide PVC or polyester edge banding complying with LMA EDG-1 on components with

exposed or semiexposed edges. 6. VOC Limit: Maximum VOC 250g/L

2.3 CABINET HARDWARE AND ACCESSORIES

A. General: Provide cabinet hardware and accessory materials associated with architectural cabinets except for items specified in Section 08 7111 "Door Hardware."

B. Frameless Concealed Hinges (European Type): BHMA A156.9, B01602, 170 degrees of opening, self-closing.



C. Door and Drawer Pulls: 1. Basis of Design, Pull1: Emtek No. 87150

a. Size: 12-inch center to center. b. Finish / Color: US10B Oil-rubbed bronze

2. Basis of Design, Pull2: Liberty Hardware, No. PN 6505-AL-C, “Citation II” a. Size: 5-inch center to center

D. Catches: Magnetic catches, BHMA A156.9, B03141.

E. Adjustable Shelf Rests: BHMA A156.9, B04013; metal, two-pin type with shelf hold-down clip.

F. Floating Shelf Brackets: 1. Basis of Design: Kingso “Handcrafted Forged Black Iron Shelf Brackets” 2. Configuration: T-shape with lip 3. Size: 8” L x 6” H. 4. Material: Black Iron

G. Drawer Slides: BHMA A156.9. 1. Grade 1HD-100 and Grade 1HD-200: Side mounted; full-extension type; zinc-plated-steel ball-

bearing slides. 2. Pencil Drawer Slides: Grade 1; for drawers not more than 3 inches high and 24 inches wide. 3. Box Drawer Slides:

a. For drawers not more than 6 inches high or 24 inches wide, provide Grade 1HD-100. b. For drawers more than 6 inches high or 24 inches wide, provide Grade 1HD-200.

4. File Drawer Slides: Grade 1HD-200

H. Door Locks: Hafele No. 235.10.658 (National Lock No. C8060-MKKD-14A) 1. Provide locks where indicated. 2. Key separately in groups. Coordinate keying with Owner. 3. Material / Finish: Brass-plated; Brushed chrome.

I. Drawer Locks: Hafele No. 232.14.347 (National Lock No. C8178-MKKD-26D) 1. Provide locks where indicated. 2. Key separately in groups. Coordinate keying with Owner. 3. Material / Finish: Brass-plated; Brushed chrome.

J. Grommets for Cable Passage through Countertops: Doug Mockett & Company, Inc., “SG Series” 1. Size: 2-inch O.D. 2. Material / Description: Molded-plastic, with matching plastic caps, with slot for wire passage. 3. Color: To be selected from manufacturer’s full range of standard colors.

K. Closet Rods: 1-5/16-inch- diameter, chrome-plated-steel tubes complying with BHMA A156.16, L03131. 1. Basis of Design: Knape and Vogt, No. 770-5 Heavy Duty Round Tubing 2. Wall Thickness: 0.109 inch

L. Closet Rod Flanges: Chrome-plated steel. 1. Basis of Design: Knape and Vogt No. 764

M. Bar Footrail: Outwater Plastics, 2-inch diameter x .050-inch tubing, No. S83-200-ORB. 1. Footrail Bar Mounts: Outwater Plastics, No. S83-229-ORB 2. Flush End Caps: Outwater Plastics, No. S83-222-ORB. 3. Finish: Oil-Rubbed Bronze.



N. Countertop Brackets: 1. Type CB1: Federal Brace “Countertop Bracket” #30100 Series, Steel

a. Size and Finish: As indicated on Drawings 2. Type CB2: Federal Brace “Titus Floating Vanity Support Brackets”

a. Size: As indicated on Drawings 3. Type CB3: Federal Brace “Hidden Cabinet Bracket #40112

a. Size: As indicated on Drawings b. Finish: Black

O. Exposed Hardware Finishes: For exposed hardware, provide finish that complies with BHMA A156.18 for BHMA finish number indicated. 1. Satin Bronze, Blackened, Satin Relieved, Clear Coated: BHMA 616 for brass or bronze base;

BHMA 643E for steel base.

P. For concealed hardware, provide manufacturer's standard finish that complies with product class requirements in BHMA A156.9.

2.4 MISCELLANEOUS MATERIALS

A. Furring, Blocking, Shims, and Hanging Strips: Softwood or hardwood lumber, kiln dried to less than 15 percent moisture content.

B. Anchors: Select material, type, size, and finish required for each substrate for secure anchorage. Provide metal expansion sleeves or expansion bolts for post-installed anchors. Use nonferrous-metal or hot-dip galvanized anchors and inserts at inside face of exterior walls and at floors.

C. Adhesives: Do not use adhesives that contain added urea formaldehyde. 1. VOC Limit: Maximum voc 250 g/L

D. Adhesive for Bonding Plastic Laminate: Contact cement. 1. Adhesive for Bonding Edges: Hot-melt adhesive or adhesive specified above for faces.

E. Mobile Pedestal Unit 1. Basis of Design: Haworth XSeries “Mobile Ped” Model No. JPMA-24-S3C. 2. Metal Color: Cocoa 3. Cushion Top: Grade D, Cotswold / Soft Charcoal JB-SC 4. Quantity: 2 5. Contact Information: Heather (Jabara) Siefer, Encompas; (316) 448-0427 or (316) 285-1768

2.5 FABRICATION

A. Fabricate cabinets to dimensions, profiles, and details indicated.

B. Complete fabrication, including assembly and hardware application, to maximum extent possible before shipment to Project site. Disassemble components only as necessary for shipment and installation. Where necessary for fitting at site, provide ample allowance for scribing, trimming, and fitting.

C. Shop-cut openings to maximum extent possible to receive hardware, appliances, electrical work, and similar items. Locate openings accurately and use templates or roughing-in diagrams to produce accurately sized and shaped openings. Sand edges of cutouts to remove splinters and burrs.

PART 3 - EXECUTION

3.1 PREPARATION

A. Before installation, condition cabinets to average prevailing humidity conditions in installation areas.



B. Before installing cabinets, examine shop-fabricated work for completion and complete work as required.

3.2 INSTALLATION

A. Grade: Install cabinets to comply with same grade as item to be installed.

B. Assemble cabinets and complete fabrication at Project site to the extent that it was not completed in the shop.

C. Install cabinets level, plumb, true, and straight. Shim as required with concealed shims. Install level and plumb to a tolerance of 1/8 inch in 96 inches.

D. Scribe and cut cabinets to fit adjoining work, refinish cut surfaces, and repair damaged finish at cuts.

E. Anchor cabinets to anchors or blocking built in or directly attached to substrates. Secure with countersunk, concealed fasteners and blind nailing. Use fine finishing nails or finishing screws for exposed fastening, countersunk and filled flush with woodwork. 1. Use filler matching finish of items being installed.

F. Cabinets: Install without distortion so doors and drawers fit openings properly and are accurately aligned. Adjust hardware to center doors and drawers in openings and to provide unencumbered operation. Complete installation of hardware and accessory items as indicated. 1. Install cabinets with no more than 1/8 inch in 96-inch sag, bow, or other variation from a straight

line. 2. Fasten wall cabinets through back, near top and bottom, and at ends not more than 16 inches

o.c. with No. 10 wafer-head screws sized for not less than 1-1/2-inch penetration into wood framing, blocking, or hanging strips.

3.3 ADJUSTING AND CLEANING

A. Repair damaged and defective cabinets, where possible, to eliminate functional and visual defects; where not possible to repair, replace woodwork. Adjust joinery for uniform appearance.

B. Clean, lubricate, and adjust hardware.

C. Clean cabinets on exposed and semiexposed surfaces.



SIMULATED STONE FABRICATIONS 12 3661 Page 1 of 3

SECTION 12 3661 - SIMULATED STONE FABRICATIONS - REVISED

PART 1 - GENERAL



1.2 SUMMARY

A. Section Includes: 1. Solid-surface-material countertops and backsplashes. 2. Quartz agglomerate countertops and backsplashes. 3. Solid-surface-material windowsills. 4. Solid-surface-material shower stall wall panels. 5. Solid surface material sinks.

B. Related Requirements: 1. Section 06 4116 "Plastic-Laminate-Faced Architectural Cabinets". 2. Section 22 4000 "Plumbing Fixtures" for solid-surface-material shower basins, non-integral sinks

and plumbing fittings.


A. Product Data: For countertop, windowsill and shower stall wall panel materials and sinks.

B. Shop Drawings: For countertops. Show materials, finishes, edge and backsplash profiles, methods of joining, and cutouts for plumbing fixtures.

C. Samples for Verification: For the following products: 1. Countertop material, 6 inches square. 2. Quartz agglomerate material, 6 inches square. 3. Windowsill material, 6 inches square. 4. Shower stall wall panel material, 6 inches square.

1.4 PROJECT CONDITIONS

A. Field Measurements: Verify dimensions of countertops by field measurements after base cabinets are installed but before countertop fabrication is complete.

1.5 COORDINATION

A. Coordinate locations of utilities that will penetrate countertops or backsplashes.

PART 2 - PRODUCTS

2.1 SOLID-SURFACE-MATERIAL FABRICATIONS

A. Fabricate countertops according to solid surface material manufacturer's written instructions and to the AWI/AWMAC/WI's "Architectural Woodwork Standards." 1. Grade: Custom.

B. Configuration: Provide countertops with the following front and backsplash style: 1. Front: Straight, slightly eased at top.



2. Backsplash: Straight, slightly eased at corner. 3. Endsplash: Matching backsplash.

C. Countertops: 1/2-inch-thick, solid surface material with front edge built up with same material.

D. Backsplashes: 1/2-inch-thick, solid surface material.

E. Window Sills: ½-inch-thick, solid surface material.

F. Shower Stall Wall Panels: 1/4-inch thick solid surface material.

G. Fabrication: Fabricate tops, sills and wall panels in one piece with shop-applied edges and backsplashes unless otherwise indicated. Comply with solid-surface-material manufacturer's written instructions for adhesives, sealers, fabrication, and finishing. 1. Fabricate countertops with loose backsplashes for field assembly. 2. Install integral sink bowls in countertops in the shop.

H. Joints: Fabricate countertops in sections for joining in field, where countertops without joints are not practical. 1. Joint Locations: Not within 18 inches of a sink or cooktop and not where a countertop section less

than 36 inches long would result, unless unavoidable.

I. Cutouts and Holes: 1. Counter-Mounted Plumbing Fixtures: Prepare countertops in shop for field cutting openings for

counter-mounted fixtures. Mark tops for cutouts and drill holes at corners of cutout locations. Make corner holes of largest radius practical.

2. Fittings: Drill countertops in shop for plumbing fittings, undercounter soap dispensers, and similar items.

2.2 QUARTZ AGGLOMERATE COUNTERTOPS

A. Configuration: Provide countertops with the following front and backsplash style: 1. Front: Straight, slightly eased at top. 2. Backsplash: Straight, slightly eased at corner. 3. Endsplash: None

B. Countertops: Thickness as indicated on Drawings, quartz agglomerate.

C. Backsplashes: 3/4-inch-thick, quartz agglomerate.

D. Fabrication: Fabricate tops in one piece with shop-applied edges and backsplashes unless otherwise indicated. Comply with quartz agglomerate manufacturer's written instructions for adhesives, sealers, fabrication, and finishing. 1. Fabricate with loose backsplashes for field assembly.

2.3 COUNTERTOP / WINDOW SILL / SHOWER STALL WALL PANEL MATERIALS

A. Plywood (for countertop subtops): Exterior softwood plywood complying with DOC PS 1, Grade C-C Plugged, touch sanded.

B. Adhesives: Adhesives shall not contain urea formaldehyde.

C. Solid Surface Material: Homogeneous solid sheets of filled plastic resin complying with ANSI SS1. 1. Manufacturers: Subject to compliance with requirements, provide products by the following:

a. DuPont, Inc. b. Aristech Acrylics



c. Formica Corporation d. LG Hi-Macs e. US Surfaces

2. Type: Provide Standard Type unless Special Purpose Type is indicated. 3. Colors and Patterns: As indicated by manufacturer's designations in Finish Materials Schedule. 4. Integral Oval Sink Bowls: Comply with CSA B45.5/IAPMO Z124.

a. Minimum Inside Dimensions: 16-1/2 inches long x 13 inches wide x 5-1/2 inches deep.

D. Quartz Agglomerate: Solid sheets consisting of quartz aggregates bound together with a matrix of filled plastic resin and complying with the "Physical Characteristics of Materials" Article of ANSI SS1. 1. Manufacturers: Subject to compliance with requirements, provide products by the following:

a. Cambria b. Silestone c. US Surfaces d. Approved equal.

2. Colors and Patterns: As indicated by manufacturer's designations in Finish Materials Schedule.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Install countertops and windowsills level to a tolerance of 1/8 inch in 8 feet.

B. Fasten countertops by screwing through corner blocks of base units into underside of countertop. Pre-drill holes for screws as recommended by manufacturer. Align adjacent surfaces and, using adhesive in color to match countertop, form seams to comply with manufacturer's written instructions. Carefully dress joints smooth, remove surface scratches, and clean entire surface.

C. Fasten subtops to cabinets by screwing through subtops into cornerblocks of base cabinets. Shim as needed to align subtops in a level plane.

D. Secure countertops to subtops with adhesive according to solid surface material manufacturer's written instructions. Align adjacent surfaces and, using adhesive in color to match countertop, form seams to comply with manufacturer's written instructions. Carefully dress joints smooth, remove surface scratches, and clean entire surface.

E. Install backsplashes and end splashes by adhering to wall and countertops with adhesive. Mask areas of countertops and splashes adjacent to joints to prevent adhesive smears.

F. Complete cutouts not finished in shop. Mask areas of countertops adjacent to cutouts to prevent damage while cutting. Make cutouts to accurately fit items to be installed, and at right angles to finished surfaces unless beveling is required for clearance. Ease edges slightly to prevent snipping.

G. Install window sills with adhesive, as indicated.

H. Install shower wall panels per manufacturer’s recommended written instructions, adhesive-applied to surface of solid substrate as shown.

I. Apply sealant to gaps at walls; comply with Section 07 9200 "Joint Sealants."


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NO.

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DEMOLITION

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AS NOTED

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REVISED

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EMPORIA, KANSAS

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3/01/19

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THIS LAYOUT DESIGN IS AN UNPUBLISHED

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WORK AND Evergreen Design/Build OF EMPORIA,

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KANSAS, HEREBY RESERVES ITS COMMON LAW

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RIGHT PURSUANT TO TITLE 17, SECTION 2

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OF THE UNITED STATES CODE TO PREVENT

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ANY UNAUTHORIZED COPYING, PUBLICATION,

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CONSTRUCTION OR OTHER USE OF THIS

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DESIGN AND TO OBTAIN DAMAGES THERAFTER.

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Title and ownership to all drawings

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NOTES: 1. NE: TO BE DEMOLISHED FROM WEST TO NE: TO BE DEMOLISHED FROM WEST TO EAST; SAW CUT CONCRETE AT EDGES OF DEMO AREA AS REQUIRED. 2. INSTALL ORANGE FENCE AROUND DRIP LINE OF INSTALL ORANGE FENCE AROUND DRIP LINE OF TREE FOR PROTECTION. INSTALL 2X4 LUMBER AROUND TRUNK (VERTICAL) TO 4' HIGH, TIED WITH ROPE @ 6"± O.C. (SEE DETAIL THIS SHEET). 3. DEMARCATION LINE & PROTECTION; ABIGAIL DEMARCATION LINE & PROTECTION; ABIGAIL ABIGAIL MORSE GC SHALL BE RESPONSIBLE FOR DEMOLITION AND TEMPORARY PROTECTION OF NE ROOF WHICH CURRENTLY OVERLAPS ABIGAIL ROOF (COORDINATION BY EVERGREEN). 4. EVERGREEN (E.G.) TO INSTALL WOOD EVERGREEN (E.G.) TO INSTALL WOOD FRAMING, PLASTIC & INSULATION @ WALL PLASTIC & INSULATION @ WALL OPENING(S) WHEN DEMO IS TO OCCUR. 5. BACKFILL OF EXCAVATED FOOTING/ FOUNDATION BACKFILL OF EXCAVATED FOOTING/ FOUNDATION FOUNDATION BASEMENT OF CENTRAL AND NORTHEAST. 6. NE BACKFILL WILL BE FILLED TO APPROXIMATELY NE BACKFILL WILL BE FILLED TO APPROXIMATELY APPROXIMATELY 6" BELOW ADJACENT PAVING ELEVATION. 7. CENTRAL BACKFILL TO MATCH ADJACENT CENTRAL BACKFILL TO MATCH ADJACENT GRADE AS POSSIBLE. 8. DISCONNECT UTILITIES AS SHOWN; COORDINATE DISCONNECT UTILITIES AS SHOWN; COORDINATE WITH ESU FACILITIES FOR SCHEDULING AND CONTINUED OPERATION DURING SELECTIVE DEMOLITION. 9. REMOVE ROOF, WALLS AND FLOOR OF REMOVE ROOF, WALLS AND FLOOR OF EXISTING TUNNEL THEN BACKFILL AND COMPACT BETWEEN BUILDING AND HEADWALL. HEADWALL. 10. REMOVE EXISTING TREE. REMOVE EXISTING TREE. 11. 6'x3'( - MATCH EXISTING) ACCESS HATCH 6'x3'(± - MATCH EXISTING) ACCESS HATCHWITH PANIC HARDWARE (BY EVERGREEN). 12. WATERPROOF, CAST-IN-PLACE REINFORCED WATERPROOF, CAST-IN-PLACE REINFORCED CONCRETE HEADWALL TO CAP TUNNEL (BY E.G.). 13. 4'W. x 4" THICK TEMPORARY SIDEWALK - POUR 4'W. x 4" THICK TEMPORARY SIDEWALK - POUR ON PLASTIC SHEETING, CUT AT 4' O.C., NO REBAR.

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EXTERIOR MECHANICAL COURTYARD

CODES AND STANDARDSThis project will comply with the State of Kansas List of Applicable Codes for construction projects on State of Kansas property, as follows:

A. International Building Code (IBC), 2012 Editiona. Chapter 11, Accessibility, is deleted. See Item M below. b. Additionally, The Life Safety Code (NFPA 101) will also be applicable for occupancies described in Items J. and K. below.

B. International Fire Code (IFC), 2012 EditionC. International Residential Code (IRC), 2012 EditionD. International Existing Building Code (IEBC), 2012 EditionE. International Mechanical Code (IMC), 2012 EditionF. International Plumbing Code (IPC), 2012 EditionG. International Fuel Gas Code (IFGC), 2012 EditionH. International Energy Conservation Code (IECC), 2012 Edition or ASHRAE 90.1, 2013I. The codes and standards referenced in the Referenced Standards Chapters in the IBC, IFC, IRC, IMC, IPC, IFGC and IECC shall be applicable except for NFPA codes noted in Items J. and K. below. The NFPA editions noted in Item J. and K. shall be applicable.J. National Fire Protection Association (NFPA), National Fire Codes and Standards for occupancies other than Healthcare occupancies.

a. NFPA 10 – 2013 Edition – Portable Fire Extinguishersb. NFPA 13, 13D and 13R – 2013 Edition – Installation of Sprinkler Systemsc. NFPA 14 – 2013 Edition – Installation of Standpipe and Hose Systemsd. NFPA 25 – 2014 Edition – Testing Fire Sprinkler Systemse. NFPA 70 – 2014 Edition – National Electric Code (NEC)f. NFPA 72 – 2013 Edition – National Fire Alarm Codeg. NFPA 110 – 2013 Edition – Emergency and Standby Power Systems

K. Not ApplicableL. Kansas Fire Prevention Code (This code combines many different documents including Kansas Statutes Annotated (K.S.A.) and Kansas Administrative Regulations (K.A.R.).) A list of pertinent statutes and regulations can be found at the Office of the State Fire Marshal (OSFM) website at "http://www.firemarshal.ks.gov" www.firemarshal.ks.gov.M. K.S.A. 58-1301 et seq – 2010 ADA Standards for Accessible Design (2010 ADA Standards).N. Kansas State Boiler Code (K.S.A. 44-913 et seq) available through the Office of the State Fire Marshal (OSFM) at"http://www.firemarshal.ks.gov" www.firemarshal.ks.gov.

GENERAL INFORMATIONLocation: Emporia State University, Emporia, KSAgency Information: Emporia State UniversityAuthorities Having Jurisdiction: Kansas Department of Administration,

Office of Facilities and Property Management (OFPM)Responding Fire Department: ESU Police & SafetyReason for Submittal: Renovation and AdditionsGross Building Area (GSF): 37,770 GSFTotal Number of Occupants: 542 occupantsTotal Number of Student Rooms: 62 Rooms (14 1-bed and 48 2-bed)Total Number of Beds: 110 Beds (including 4 RA’s)

PROJECT DESCRIPTIONThe Abigail Morse Hall Renovation project includes the renovation of the existing residence hall, additions to the residence hall, and associated site improvements. The building with its additions is a 5-story building (57’ height above grade plane) of 37,770 GSF, with student rooms located on the 1st

through 4th floors, along with living-learning common spaces. The Garden floor is partially below grade, and houses additional common spaces, building support space, and a staff apartment.

The existing building, completed in 1924, is of concrete frame construction with exterior masonry non-load-bearing walls. Above the 4th Floor, the structure is of wood frame. The floor-to-floor height from the Garden Floor to the to the 1st

Floor is 11’-0”. The floor-to-floor height from 1st Floor through 4th Floor is 10’-0”.

ALLOWABLE BUILDING HEIGHT AND AREASTable 503, Type III-B ConstructionAssembly Group A-3: 2 stories allowed; not to exceed 55’ above grade plane; 9,500 SF allowable / floor (no frontage or sprinkler increase required).

Business Group B: 3 stories allowed; not to exceed 55’ above grade plane; 19,000 SF allowable / floor (no frontage or sprinkler increase required).Dormitory Group R-2: 5 stories allowed (with 1-story fire sprinkler increase); not to exceed 55’ above grade plane; 16,000 SF allowable / floor.

Height and StoriesGroup A-3: 1 stories, 10’-0”Group B: 2 stories, 21’-0”Group R-2: 5 stories, 51’-0”

FIRE RESISTIVE CONSTRUCTIONThe construction classification of the Abigail Morse Hall Renovation will meet the provisions of Section 602. The existing building and its additions will be of Type III-B construction. The building will be required to meet the following parameters:

The north and south additions will be framed with steel columns and beams bearing on concrete piers, with concrete and metal deck floor assemblies.

Existing exterior walls are constructed of non-load-bearing brick masonry. Existing windows will be replaced with aluminum windows. At the additions, exterior walls will be of non-load-bearing cold-formed metal studs, with glass-mat sheathing and masonry veneer of brick, stone or cast stone, with aluminum windows, storefront, and curtain wall assemblies. Interior partitions are constructed of gypsum board on metal studs.

OCCUPANCY / CONSTRUCTION TYPE CLASSIFICATIONThe building contains use Groups A-3, B, and R-2 Occupancies.The IBC recognizes two approaches to address mixed uses. Occupancy separations may or may not be required between any two occupancies in a building of mixed occupancy depending on the separation approach taken. In addition, some specific use areas are required to be separated regardless of the approach chosen to address a mixed occupancy building.

The Abigail Morse Hall Renovation will use a mixed-use separated approach, as described in Section 508.4 of the IBC, requiring that the building construction and fire protection comply with each separated occupancy's classification. The building’s construction is classified as Type III-B. The actual area /floor of the building is less than the allowable area /floor for each of the occupancy groups. Studies and lounges on 1st, 2nd, 3rd and 4th Floors are considered accessory to the R-2 occupancy on those floors. Otherwise, Group R-2 dwelling units and sleeping units will be separated from other sleeping units with 1/2-hour fire resistance rated partitions and from other occupancies contiguous to them with 1-hour fire-resistance rated partitions, in accordance with the requirements of Section 420 and 708.3, Exc. 2. and Table 508.4. Floor assemblies separating dwelling units and sleeping units from other sleeping units will be constructed as horizontal assemblies with 1/2-hour fire-resistance rating, in accordance with Section 711.3 Exception. Floor assemblies separating dwelling units and sleeping units from other occupancies will have 1-hour fire-resistance rating in accordance with Table 508.4. The following areas are also separated using this approach, if rooms are provided: (Table 509; Incidental Uses)

Fire-rated doors, frames, and hardware will be provided at openings in fire-rated separations and vertical shafts. Doors will be self-closing or automatic closing.

· 3/4 - hour doors in 1-hour fire-rated walls which are not shafts or exit enclosures· 1-1/2 - hour doors in 2-hour fire-rated enclosures; doors at stair enclosures do not need to meet the additional temperature transmission criteria of a maximum of 450-degree F at the end of a 30-minute fire exposure in sprinklered buildings.· 20-minute doors for 0.5-hour fire-rated corridors

ACTUAL AREAS

INTERIOR FINISH

EXITING SYSTEMSThe building is evaluated using traditional exiting philosophies. The building is fully sprinklered. Exits will be sized accordingly.

Traditional Exit Width Factors:·Stairs: 0.2 inches / person per 1005.3.1, Exception (sprinklered & emergency voice/alarm system·Doors: 0.15 inches / person per 1005.3.2, Exception (sprinklered & emergency voice/alarm system)

The floor area allowance per occupant in accordance with Table 1004.1.2 requires the occupant load to be calculated as follows:

Dormitories 50 grossAssembly Areas without fixed seats:

Unconcentrated 15 netBusiness Areas 100 grossMechanical Equipment Rooms 300 grossStorage 300 gross

Residential Floors 2 through 4 floors have calculated exiting occupant loads per floor of 69 (2nd and 3rd) and 56 (4th). Each floor level requires access to 2 exits. The 44-inch minimum width of exit stairs will govern.

The following exiting design criteria have been evaluated and are not provided in the building:

·Emergency escape and rescue openings are not required since 2 exits will be provided from each floor, per Section 1029.·Areas of Refuge are not provided per Section 1007.3, Exceptions 2 and 6.

ACTIVE LIFE SAFETY SYSTEMSAutomatic Sprinklers: Required / Provided throughout per NFPA 13,

wet system.Automatic Standpipes: Required / Provided Class I standpipes in all

exit stairway enclosures.Portable Fire Extinguishers: Required / Provided per NFPA 10.Fire Alarm: Required / Provided combination audio / visual

devices throughout building. Supervision:·Fire detection and alarm system throughout building.·Sprinkler and standpipe systems including:

- Valve tamper switches on all water supply control valves.- Waterflow switches for each system.

Fire Alarm Control Panel: Required / Provided at front desk in lobby.FA Remote Annunciator: Required / Provided.Fire / Smoke Detection: Required / Provided, per Section 907Secondary Power: Emergency Power (as defined by NFPA 70) will

be provided for the following connected loads:·Fire alarm and detection systems·Exit Signs and Emergency lighting·Voice / Alarm Communication System·Elevator

FIRE FIGHTING ACCESS AND FACILITIES· Alarms automatically relayed via central alarm station to ESU Police & Safety.· Fire department connection provided in an accessible location at the west elevation of the building.· Fire apparatus access roads are required and provided to be within 150 feet of all exterior portions of the first level.

PLUMBING FIXTURE CALCULATIONSMinimum plumbing fixtures required based on Table 2902.1

*Plumbing fixture calculations are based on calculated occupant load in A-3 and B occupancies, and actual occupant load in R-2 occupancies (No. of beds +5 for apartment.)(Egress requirements are based on total occupant load determined by Maximum Floor Area Allowances Per Occupant in Table 1004.1.2).

ACCESSIBLE UNIT CALCULATIONSAccessible Units and Type B Units (per ANSI 117.1) are required to be provided on this project in accordance with Table 1107.6.1.1 of the IBC. The following calculations are per the 2010 ADA Guest Rooms with Mobility and Communication Feature as required by Tables 224.2 and 224.4 of the ADA.

* Not more than 10% of Mobility Guest Rooms shall provide both mobility and communication features.

All remaining guest rooms provided in the project are required to meet the requirements of a Type B (ANSI 117.1).

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DESCRIPTION PROTECTIVE ELEMENTSSYMBOL

EXIT - EXTERIOR

EXIT - INTERIOR (Assembly occ.over 50 and exits from floors.)

FIRE EXTINGUISHER

FIRE EXTINGUISHER SPACING(Show radius)

NON-PROTECTED EXIT PATH [None] or [Non-per exception of fully sprinklered A, B, E, F, M, S, U occupancy] or [1-2 occupancy smoke partition walls (No fire resistive wall rating). Doors limit transfer of smoke and shall have positive latching.]

LIMITED PROTECTED EXIT PATH Automatic Smoke Detection Throughout Exit Path.

PROTECTED EXIT PATH 1 hour Fire Barrier wall construction. 20-minute rated door assembly. Fire & Smoke Dampers.

PROTECTED EXIT PATH(sprinklered R occupancy)

.5 hour Fire Barrier wall construction. 20-minute rated door assembly. Fire & Smoke Dampers.

1 HOUR EXIT PASSAGEWAY 1-hour Fire Barrier wall construction. No openings other than required exit doors. 1-Hour door assembly

2 HOUR EXIT PASSAGEWAY 2-hour Fire Barrier wall construction. No openings other than required exit doors. 1 1/2-hour door assembly.

1 HOUR EXIT ENCLOSURE (vertical)(stairwell- 3 stories or less)

1-hour Fire Barrier wall construction. No openings other than required exit doors. 1-hour door assembly.

2 HOUR EXIT ENCLOSURE (vertical) (stairwell - 4 stories or more)

2-hour Fire Barrier wall construction. No openings other than required exit doors. 1 1/2-hour door assembly.

1 HOUR FIRE BARRIER(Occupancy)

1 hour Fire Barrier wall construction. 3/4-hour rated door assembly. Fire Dampers. (edit f.d. requirement for sprinklered buildings)


2 hour Fire Barrier wall construction. 1 1/2 hour rated door assembly. Fire Dampers


3 hour Fire Barrier wall construction. 3-hour rated door assembly. Fire Dampers.


2 HOUR FIRE WALL(Building Separation)

2-hour Fire Wall construction per IBC 7D5. 1 1/2-hour door assembly. Fire dampers when ductwork is allowed to penetrate wall.



1 HOUR SHAFT(3 Stories or less)

1-hour Fire Barrier wall construction. 1-hour door assembly. Fire/Smoke Dampers.

2 HOUR SHAFT(4 Stories or more)

2-hour Fire Barrier wall construction. 1 1/2-hour door assembly. Fire/Smoke Dampers.

1 hour resistive rated walls. 3/4-hour rated door assembly. Fire Dampers.

FIRE PARTITIONS (dwelling/unitseparation)(0-1 and R occupancies)

1 hour resistive rated walls. 20-minute rated door assembly. Smoke Dampers.

SMOKE BARRIERS(1-2 and 2-3 occupancies)

ACCUMULATED EXIT WIDTH ATREQUIRED EXIT (clear width)

Occupants / Required widthProvided width

PUBLIC FIRE HYDRANT(show distance from building)

ROOM DESIGNATION Room type / Occupancy typeMaximum Allowable occupants

SHOW ACCUMULATED OCCUPANTLOADS FOR COMPLEX EXIT PATHS

8040

40

NEW CONSTRUCTION / RENOVATION

Wall construction to resist the passage of smoke from floor to floor to F.R. floor/ceiling assembly. Self-or automatic closing doors with no air transfer grilles.

SPRINKLERED INCIDENTAL USE AREAS

EXISTING CONSTRUCTION

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4 hour Fire Barrier wall construction. 4-hour rated door assembly. Fire Dampers.

3-hour Fire Wall construction per IBC 7D5. 3-hour door assembly. Fire dampers when ductwork is allowed to penetrate wall.

4-hour Fire Wall construction per IBC 7D5. 4-hour door assembly. Fire dampers when ductwork is allowed to penetrate wall

Exit signs.

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This drawing is an instrument of service and shall remain the property of TreanorHL. This drawing and the concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of TreanorHLSubmission or distribution of this drawing to meet official or regulatory requirements or for other purposes in connection with the project is not to be construed as publication in derogation of any of the rights of TreanorHL.

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SITE ACCESS PLAN

Total SF 34,160 37,770

Subtotal 10,565 23,595

Fourth Floor 6,168 6,236

Third Floor 6,973 7,803

Second Floor 6,973 7,803

First Floor 4,363 2,608 7,843

Garden Floor 6,202 873 8085

Level A-3; Business B Dormitory R-2 Total Gross Area

Enclosed Vertical Shafts & Exit Enclosures 2

Exit Access Corridors for Group R-2 0.5

Roof Construction and associatedsecondary members

0

Floor Construction and associatedsecondary members

0

Nonbearing Walls, Interior 0

Nonbearing Walls, Exterior (>30’) 0

Bearing Walls, Interior 0

Bearing Walls, Exterior 2

Primary Structural Frame 0

Type III-BBuilding Element

Fire Resistance Rating (Hours)

Laundry Rooms > 100 SFSmoke-tight construction (Section

509.4.2)

Room or Area IBC required Fire-Resistance Rating

Other areas including offices and assembly areas <300 occupants

Class A, B, or C

Corridors and Lobbies Class A or B

Stair Enclosures Class B or C

Location Interior Finish Rating

Provided 14.5 14.5 14.5 14.5 21 6 5

Required 444 9 8 9 8 15 4 5

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NO DESCRIPTION DATE

1 ADD 002 03-08-19

1 1

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A-013386

2019 TreanorHLc

DA

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This drawing is an instrument of service and shall

remain the property of TreanorHL. This drawing and the

concepts and ideas contained herein shall not be used,

reproduced, revised, or retained without the express

written approval of TreanorHL

Submission or distribution of this drawing to meet official

or regulatory requirements or for other purposes in

connection with the project is not to be construed as

publication in derogation of any of the rights of

TreanorHL.

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02/08/2019

REVISIONS

NO DESCRIPTION DATE

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N

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19180

NS DEECIL

MAT

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SITE DETAILS

C500

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AutoCAD SHX Text

MATTHEW L. MURPHY, P.E.

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19180

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NOT TO SCALE

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BIKE RACK - ULTRAPLAY BY WORTHINGTON DIRECT

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D6

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ELEVATION

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SECTION

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JOINT SPACING: EXPANSION - 30' MAX. CONTROL - 10' MAX.

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TOOL JOINT 1/3 DEPTH OF CONCRETE x 1/4" WIDE WITHIN 24 HOURS OF POUR. SEAL.

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PROVIDE SEALANT TO APPROX. 3/8" BELOW SURFACE.

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1/2" EXPANSION JOINT FILLER

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CONCRETE PAVEMENT WITH #4 REBAR @ 18" O.C. EW OR EQUIVALENT WELDED WIRE FABRIC (WWF) CENTERED WITHIN PAVEMENT SECTION

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4" MIN. COMPACTED CRUSHED AGGREGATE LEVELING COURSE

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8" MIN. COMPACTED TO 95% OF STD. PROCTOR MAX. DENSITY.

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D5

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5 " REINFORCED CONCRETE PAVEMENT12" REINFORCED CONCRETE PAVEMENT

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NOT TO SCALE

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CONFIGURATION A

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NOTES: 1. ADA MAXIMUM CROSS-SLOPE = 2.0% (1:50) ADA MAXIMUM CROSS-SLOPE = 2.0% (1:50) 2. ADA MAXIMUM RAMP SLOPE = 8.3% (1:12) ADA MAXIMUM RAMP SLOPE = 8.3% (1:12) 3. EXPANSION JOINTS SHALL BE PLACED BETWEEN THE EXPANSION JOINTS SHALL BE PLACED BETWEEN THE RAMP AND LANDING. 4. INSTALL 18" TIE BARS (#4 EPOXY COATED) @ 18" O.C. INSTALL 18" TIE BARS (#4 EPOXY COATED) @ 18" O.C. 5. THE SLOPE OF THE LANDING SHALL NOT EXCEED 2.0% THE SLOPE OF THE LANDING SHALL NOT EXCEED 2.0% (1:50) IN ANY DIRECTION. 6. RAMPS TO HAVE A BRUSHED FINISH.RAMPS TO HAVE A BRUSHED FINISH.

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5'-0" MIN.

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PROPOSED CONCRETE SIDEWALK

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CURB & GUTTER

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LAY-DOWN CURB. DETAIL C3, THIS SHEET

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24" DETECTABLE WARNING SURFACE

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18" TIE BAR, TYP. SEE NOTE 4

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TRANSITION FROM FULL TO LAY-DOWN CURB

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FULL-HEIGHT CURB. DETAIL C5, THIS SHEET

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CONTRACTION JOINTS

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L

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R

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%%ULEGEND%%U:

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T

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LANDING

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RAMP

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TRANSITION

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W

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WARNING PANEL

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1/2" EXP. JTS.

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L

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T

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R

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R

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L

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W

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SLOPE: 8.3% MAX.

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SLOPE: 2.0%

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EXISTING OR PROPOSED BACK OF CURB

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C6

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TYPE II SIDEWALK RAMP

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NOT TO SCALE

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JOINT SPACING: EXPANSION - 30' MAX. CONTROL - 10' MAX.

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TOOL JOINT 1/3 DEPTH OF CONCRETE x 1/4" WIDE WITHIN 24 HOURS OF POUR. SEAL.

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PROVIDE SEALANT TO APPROX. 3/8" BELOW SURFACE.

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1/2" EXPANSION JOINT FILLER

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8" CONCRETE PAVEMENT WITH #4 REBAR @ 18" O.C. EW OR EQUIVALENT WELDED WIRE FABRIC (WWF)

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4" MIN. COMPACTED CLEAN, CRUSHED ROCK LEVELING COURSE

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12" MIN. COMPACTED SUBGRADE TO A MIN. 95% OF STD. PROCTOR MAX. DENSITY

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VARIES-SEE PLAN

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D3

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8" CONCRETE PAVEMENT

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NOT TO SCALE

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1-1/2" R.

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1-1/2" R.

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5/8" PER FT.

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1-1/2" R.

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1-1/2" R.

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5/8" PER FT.

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NOTES: 1. COMBINATION CURB AND GUTTER SHALL HAVE " x1" DEEP CONTRACTION COMBINATION CURB AND GUTTER SHALL HAVE " x1" DEEP CONTRACTION 18" x1" DEEP CONTRACTION JOINTS AT 10' O.C. 2. " EXPANSION JOINTS SHALL BE PROVIDED AT INTERVALS NOT TO 12" EXPANSION JOINTS SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 30'-0" O.C., AT THE NEW ENDS AND MID POINTS OF RETURNS AND AT ANY POINT WHERE NEW CURB AND GUTTER ABUTTS OTHER CONCRETE STRUCTURES SUCH AS EXISTING CURB AND GUTTER AND CONCRETE WALK LAID PARALLEL WITH CURB AND GUTTER. 3. 5'-0" LONG TRANSITIONS SHALL BE PROVIDED BETWEEN NORMAL AND 5'-0" LONG TRANSITIONS SHALL BE PROVIDED BETWEEN NORMAL AND PITCHED GUTTER UNLESS OTHERWISE NOTED ON GRADING PLAN. 4. NO STRAIGHT CURB SEGMENTS SHALL BE CONSTRUCTED IN CURVE RADII. NO STRAIGHT CURB SEGMENTS SHALL BE CONSTRUCTED IN CURVE RADII. 5. CONCRETE SHALL BE 3,000 P.S.I. @ 28 DAYS.CONCRETE SHALL BE 3,000 P.S.I. @ 28 DAYS.

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DRY SECTION

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WET SECTION

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B6

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PIPE BOLLARD DETAIL

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NOT TO SCALE

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DUMPSTER ENCLOSURE LAYOUT

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A4

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NOT TO SCALE

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NOT TO SCALE

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DUMPSTER ENCLOSURE WALL SECTION

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A3

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LOUVERED ALUMINUM GATE DETAIL FOR DUMPSTER ENCLOSURE

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A6

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NOT TO SCALE

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6" SCH. 40 STEEL PIPE- FILLWITH CONCRETE PAINT TO MATCH BUILDING COORDINATE PAINT COLOR WITH PROJECT ARCHITECT

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MOUNDED CONCRETE TOP

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PAVEMENT

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BASE

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CONCRETE

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C5

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FULL HEIGHT CURB & GUTTER

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NOT TO SCALE

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DRY SECTION

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WET SECTION

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14" PER FT.

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C3

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LAY-DOWN CURB & GUTTER THROUGH DRIVEWAYS & ACCESS RAMPS

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NOT TO SCALE

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B5

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GATE LATCH & DROP ROD DETAIL FOR DUMPSTER ENCLOSURE

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NOT TO SCALE

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SPECIFICATIONS: MATERIAL: CONSTRUCTED WITH GALVANIZED SOLID STEEL. FINISH: COLOR TO BE BLACK: COLOR TO BE BLACK: STEEL COMPONENTS ARE ELECTRO-COATED WITH ANTI-CORROSION TREATMENT, AND FINISHED WITH UV RESISTANT CANAAN 5 STEPS POWDER COATING ELECTRO-STATICALLY. WEIGHT: 106 LBS. 106 LBS. MOUNT: SURFACE MOUNTED - HOLES SHALL BE PRE-DRILLED IN SURFACE MOUNTED - HOLES SHALL BE PRE-DRILLED IN EACH FOOT FOR SECURING TO CONCRETE NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. SURFACE MOUNTED - HOLES ARE PRE-DRILLED IN EACH FOOT SURFACE MOUNTED - HOLES ARE PRE-DRILLED IN EACH FOOT FOR SECURING TO BASE. 3. ALL COMPONENTS TO BE GALVANIZEDALL COMPONENTS TO BE GALVANIZED

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PERSPECTIVE

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BASE MATERIAL

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UNIFORM ZINC COATING (HOT DIP)

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ZINC PHOSPHATE COATING

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EPOXY PRIMER

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ACRYLIC TOPCOAT

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BX111

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BX112/117

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BX114

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E-COAT COATING SYSTEM

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VALUES SHOWN ARE NOMINAL AND NOT TO BE USED FOR INSTALLATION PURPOSES. SEE PRODUCT SPECIFICATION FOR INSTALLATION REQUIREMENTS.

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LINE BOULEVARD BRACKET

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UNIVERSAL BOULEVARD BRACKET

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FLAT MOUNT BRACKET

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MONTAGE PLUS RAIL

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NOTES: 1. COLOR TO BE BLACK COLOR TO BE BLACK 2. POST SIZE DEPENDS ON FENCE HEIGHT AND WIND LOADS. SEE POST SIZE DEPENDS ON FENCE HEIGHT AND WIND LOADS. SEE MONTAGE PLUS POST SIZING CHART. 3. FENCE TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS FENCE TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS 4. END POSTS TO HAVE BALL CAP STYLE ADORNMENT; INSTALL END POSTS TO HAVE BALL CAP STYLE ADORNMENT; INSTALL PER MANUFACTURER'S SPECIFICATIONS 5. ESCUTCHEON PLATES TO BE FABRICATED AND INSTALLED BY ESCUTCHEON PLATES TO BE FABRICATED AND INSTALLED BY GENERAL CONTRACTOR; COLOR AND STYLE TO MATCH MONTAGE FENCE, MADE OF GALVANIZED OR STAINLESS STEEL OR ENGINEER APPROVED EQUAL

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RAKING DIRECTIONAL ARROW: WELDED PANEL CAN BE RAKED 30" OVER 8' WITH ARROW POINTING DOWN GRADE.

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PROFUSION WELDING PROCESS: NO EXPOSED WELDS, GOOD NEIGHBOR PROFILE - SAME APPEARANCE ON BOTH SIDES

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MONTAGE PLUS RAIL: SPECIALLY FORMED HIGH STRENGTH ARCHITECTURAL SHAPE.

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GENERAL NOTE: CONTRACTOR TO INSTALL FENCE PER MANUFACTURER'S SPECIFICATIONS

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NOT TO SCALE

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MONTAGE PLUS FENCE

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A2

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D1

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TRUNCATED CURB & GUTTER

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NOT TO SCALE

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12" EXPANSION JOINT

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TOP OF ADJACENT GRADE OR PAVEMENT

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4" BRICK VENEER TO MATCH NORTH END OF CREMER HALL; SUBMIT SAMPLE TO ARCHITECT FOR APPROVAL

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16"x8" CMU (NORMAL WEIGHT)

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#4 @ 16" O.C. (EVERY OTHER CELL)

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CAP STONE PINNED W/ #4 DOWELS @ 16" O.C.

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TOP ELEV. = 1169.00

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PAVEMENT WITHIN DUMPSTER ENCLOSURE TYP., PER PLAN.

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CLEAN WASHED STONE

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FILTER FABRIC ALL SIDES

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4" PERFORATED PVC PIPE IN FILTER SOCK. SEE UTILITY PLAN FOR DAYLIGHT LOCATION.

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2'-0"

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2'-0"

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3'-0"

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3'-0"

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6'-6"

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6'-6"

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SEE DIM

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SEE DIM

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#5 HOOKS @ 16" O.C.

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LEDGE 2" ABOVE ADJACENT GRADE. STEP AS NEEDED.

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3" COVER

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8" BOND BEAM WITH (2) #4, CONTINUOUS#4, CONTINUOUS

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4" ROCK LEVELING COURSE

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SUBGRADE COMPACTED TO 95% PROCTOR DENSITY, FOR 12" MIN. BELOW FOOTING

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RAMP CURB SEE DETAIL D2, THIS SHEET

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D2

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TYPE II SIDEWALK RAMP TRASH ENCLOSURE

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NOT TO SCALE

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L

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R

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%%ULEGEND%%U:

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T

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LANDING

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RAMP

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TRANSITION

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LAY-DOWN CURB ACROSS TRANSITION

AutoCAD SHX Text

MAINTAIN SIDEWALK THICKNESS THROUGHOUT RAMP AND TRANSITION

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5'-0"

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5'-0"

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T

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R

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L

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1:12 MAX

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4.5%

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AutoCAD SHX Text

#4 BAR, CONTINUOUS (TYPICAL OF 2)

AutoCAD SHX Text

2"x4" RECT ALUM TUBE

AutoCAD SHX Text

12"x1 " ALUM 12" ALUM FLAT BAR BOLT

AutoCAD SHX Text

LOCKING "L" HANDLE

AutoCAD SHX Text

GATE LATCH DETAIL

AutoCAD SHX Text

12" STEEL PLATE

AutoCAD SHX Text

HINGE DETAIL ZERK END IS FEMALE FIELD WELD TO POST MALE END ATTACHES TO GATE MALE DOWN FOR GATE LIFT OFF A "STOP" CAN BE WELDED TO THE GATE POST ABOVE THE HINGE TO PREVENT LIFT OFF

AutoCAD SHX Text

DROP ROD DETAIL

AutoCAD SHX Text

PAD LOCKABLE SLIDE BOLT

AutoCAD SHX Text

PAD LOCKABLE SLIDE BOLT 1 " SCH 4014" SCH 40

AutoCAD SHX Text

HINGES SEE DETAIL SHEET B5

AutoCAD SHX Text

STEEL 6"x6" T.S. CAPPED HINGE POSTS

AutoCAD SHX Text

ALUMINUM FB 14"x2" RIBS TYPICAL

AutoCAD SHX Text

ALUMINUM L3"x3"x " 14" PANEL FRAME TYP. FOUR SIDES

AutoCAD SHX Text

EXTRUDED ALUMINUM LOVERS TYP.

AutoCAD SHX Text

ALUMINUM 2"x4" RECT TUBE GATE LEAF FRAME TYP.

AutoCAD SHX Text

LOCKABLE DROP RODS SEE DETAIL B5 THIS SHEET

AutoCAD SHX Text

ELEVATION VIEW

AutoCAD SHX Text

ALUMINUM L3"x3"x 14" PANEL FRAME TYP. FOUR SIDES

AutoCAD SHX Text

ALUMINUM FB 14"x2" RIBS TYPICAL

AutoCAD SHX Text

EXTRUDED ALUMINUM LOVERS TYP.

AutoCAD SHX Text

TYPICAL GATE SECTION

AutoCAD SHX Text

ALUMINUM 2"x4" RECT TUBE GATE LEAF FRAME TYP.

AutoCAD SHX Text

D1

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SALVAGED STOP SIGN

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

TOP OF PAVEMENT; ENCLOSURE INTERIOR

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SECTION

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PLAN

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ADJACENT SIDEWALK PAVEMENT PER PLANS

AutoCAD SHX Text

SALVAGED STOP SIGN & BRACKET MECHANICALLY FASTENED TO WALL

AutoCAD SHX Text

TRASH ENCLOSURE WALL PER DETAIL A3, THIS SHEET

AutoCAD SHX Text

TRASH ENCLOSURE PER DETAIL A5, THIS SHEET

AutoCAD SHX Text

SALVAGED STOP SIGN

AutoCAD SHX Text

#5 HOOKS @ 16 O.C.

AutoCAD SHX Text

CAP ENLARGEMENT

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1 " MONTAGE PLUS RAIL 12" MONTAGE PLUS RAIL (SEE CROSS-SECTION)

AutoCAD SHX Text

POST 2 " X 16GA; 12" X 16GA; REFER TO NOTE 2

AutoCAD SHX Text

34" 18GA PICKET

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36" MIN.

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36" MIN.

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4" ESCUTCHEON PLATE, TYP.

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END POSTS TO HAVE BALL CAP

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STANDARD POST CAP, TYP.

AutoCAD SHX Text

NOTES: 1. SUBMIT PAINT SAMPLES TO PROJECT ARCHITECT FOR APPROVAL SUBMIT PAINT SAMPLES TO PROJECT ARCHITECT FOR APPROVAL 2. PAINT GATE & ALL ASSOCIATED GATE EQUIPMENT BLACK PAINT GATE & ALL ASSOCIATED GATE EQUIPMENT BLACK 3. ALL METAL TO BE GALVANIZED AND PRIMED FOR PAINTALL METAL TO BE GALVANIZED AND PRIMED FOR PAINT

AutoCAD SHX Text

DUMPSTER

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DUMPSTER

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DUMPSTER

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DUMPSTER

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INSTALL SALVAGED STOP SIGN; SEE DETAIL D1, THIS SHEET

AutoCAD SHX Text

EXISTING ELECTRICAL PULL BOX; SEE NOTE 1 ABOVE.

AutoCAD SHX Text

NOTE: 1. EXISTING ELECTRICAL PULL EXISTING ELECTRICAL PULL BOX. RESET EXISTING BOX ELEVATION OR REPLACE WITH DEEPER BOX AS NECESSARY TO BRING TOP OF BOX TO MATCH FINISHED PAVEMENT GRADE WITHIN PROPOSED DUMPSTER ENCLOSURE; EXIST. TOP OF BOX ELEV. = 1159.75 PROP. TOP OF BOX ELEV. = 1161.94

AutoCAD SHX Text

BOLLARD, TYP OF 10; SEE DETAIL B6 THIS SHEET

AutoCAD SHX Text

MASONRY WALL ENCLOSURE; SEE DETAIL A3 THIS SHEET

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LOUVERED ALUMINUM GATE; SEE DETAIL A6 THIS SHEET

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8" CONCRETE PAVEMENT SEE DETAIL D3 THIS SHEET

AutoCAD SHX Text

1

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1

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1

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1

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CONC. FOOTING, TYP

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1

kspare

Snapshot

RE

F.

RE

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DW

1

2

3

4

5

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A204 B3

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BIZ

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# FLOOR PLAN NOTES1 SEMI-RECESSED RATED FIRE EXTINGUISHER

CABINET

2 4"x3" COPPER DOWNSPOUT

3 WALL-MOUNTED TELEVISION (N.I.C.)

4 ATTIC LADDER

5 ATTIC ACCESS HATCH

6 ROOF LADDER

7 ROOF ACCESS HATCH ABOVE

8 MECHANICAL YARD LADDER

9 30"x36" MECHANICAL YARD HINGED GRATEACCESS

10 3/4" PLYWOOD WALKWAY. ANCHOR TO ATTICFLOOR JOISTS

11 HI-LO DRINKING FOUNTAIN, REF. PLUMBING

12 LOCATE MOP SINK AND DRAIN TO AVOIDPENETRATING EXISTING FLOOR JOISTS.PROVIDE FURRING ADJACENT TO MOP SINK ASREQUIRED TO ELIMINATE GAPS BETWEEN MOPSINK AND WALL.

13 ADJUST FURRING PARTITION AS REQUIRED TOALIGN WITH ADJACENT PARTITIONS.

14 07 2100 R-38 UNFACED GLASS-FIBER BLANKET ATTHE ATTIC FLOOR LEVEL, TYP. THROUGHOUT

15 PROVIDE BENTONITE WATERPROOFING TOCONCRETE FOUNDATION WALL BY ALTERNATE

16 CONCRETE TOPPING SLAB ON EXISTING FLOORTO ALIGN WITH TOP OF ADJACENT WOODFLOOR.

17 STAIR GATE

18 SWITCHBOARD PIT

19 TOUCH SCREEN MONITOR (N.I.C.)

20 BRACKET-MOUNTED FIRE EXTINGUISHER

21 FLOOR DRAIN, NO SLOPE. REF. PLUMBING

22 FLOOR DRAIN, SLOPE AS SHOWN IN ENLARGEDPLANS. REF. PLUMBING

23 MOP AND BROOM HOLDER

24 18"Dx84"H CABINET


26 REFRIGERATOR (N.I.C.)

27 PROVIDE 12" SLEEVE 1'-4" FROM END OFCONCRETE WALL

28 DRYER VENTS, REF. MECH.

29 PROVIDE 3 1/2" HIGH, CAST-IN-PLACE CONCRETEEQUIPMENT BASES, DOWELED TO SLAB W #4BARS @ 24" O.C. MAX BOTH WAYS & REINFORCEW/ 6X6X10/10 WWM. VERIFY SIZES ANDLOCATIONS W/ MECH. & ELEC. CONTRACTORS.

REVISIONS

NO DESCRIPTION DATE

1 ADD 002 03-08-19

1

A

22

33

44

5

B D E FC

A204 B3

A203 C2

A201

A1

A202

A1

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STUDY

011

ELEV

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DATA

020

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STORM RM

019

MULTI-PURP

016

VEST

017

TLT

016A

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016B

016

012

020

019a

018a

019b

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016B

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A721

C1

A721B2

C1

A301

C4

A301

C2

A301

A401A1

A404A2

VENDING

121C

017

B3C

F3 B3C

F3

A3AB3C

L2

B3C

A3A

F3

A3A

A3A

A3A

D3

K2

K6

A3AD3

D3

D3

B3C

D3

A3A

F3

A3

A201C2

A110A

A1

A110A

A1

A202 C1

A721

D3

A204

A203

C1

A203

C4

A2

CORR

013

K2

F0F0 F0

F1F1F1

F1F1

F1F1F1

F1F1

F1F1

F1

F1F1F1

F1

F1

F1

F1

F0F0 F0

F1

F1

K6

F0

F3

F1F3

A3

F0

F3

F1

F0F0

F0

F1

F1 F1

F1

B3C

F0F0 F0

F0

F0F0

F0F0

13'-10" 15'-1" 7'-6 5/8" 12'-9 3/8"

12'-8" 7'-6"

14

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1"

11"

4'-9

"9

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F0

F1

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015

CORR

014

7'-4

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7'-8 7

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15

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10"

13'-7 3/8" 11"

4'-0" 2'-4"

1'-5" 11"7

"6

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4'-4

3/4

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F0F0 F0F0 F0F0 F0F0 F0F0F0 F0 F0 F0 F2 F0F1 F1F1

F0

F3

D3

D3

W2W2

W8

W9W9

W1

W1 W1

A5

14'-8"

A203 A6

39

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"

3.5

Z

Z.9

F3

A3

32'-9 3/4"

14

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1/2

"

4'-0" 3'-4" 4'-0"

15'-4"

3'-0" 11'-4" 1'-0"

19

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1/2

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7'-1

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F0F0

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F3 F3

2'-0

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1'-0

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F2

3'-11

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K2

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A421B1

A421A1

A721

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W16 W16

A421C6

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15

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F3

F2

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3'-0"

10"

1'-8 1

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4"

1'-8 1

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1'-0

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1'-11

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A6

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2 2

2

2

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21

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1'-6 3/4"

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15'-4"

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1'-6 5/8" 8"

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SIM.

28

11'-2 1/4" 2'-4 1/2"2

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7'-2

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3'-8

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1/4" = 1'-0" A1GARDEN FLOOR PLAN - SOUTH0 2' 4' 8'


CABINET



4 ATTIC LADDER


6 ROOF LADDER











17 STAIR GATE

18 SWITCHBOARD PIT












REVISIONS

NO DESCRIPTION DATE

1 ADD 002 03-08-19

DN

UP

UP

UP

1

2

3

4

5

E F G H J K

A201

A1

A202

A1

A201C4

A722 B1

A721 C5

LOUNGE

113

LOUNGE

111

FOYER

101

KITCHEN

110

MTG/STUDY

109

OFFICE

105

TLT

107

RECEPTION

104

TLT

108

MAIL

104A

STAIR

S3-01

CUST

110A

ELEV

EL1

107

110A

108

104A

LOBBY

102

S3-01

E4

A722A1

A2

A722 B3A722 C1

A4

A301

A2

A301

A1

A301

A402A1

A403A3

A3A

A6A

A3A

A3A

A3A

A3A

F3

A3A

A201 C1

A204C1

C2

C3

B2

A3A

A3A

A111B

A1

A111B

A1

A203A2

7'-1

"7

'-11

"7

'-11

"7

'-1

"

CORR

103

C2

A731 C2

A204B1

D3

A204

A203

A1

A203

A4

6'-8

"

4"

8'-8

"

4"

6'-8

"

F1

F3

F1

F3 F1F1F1 F1

W13

W10W10

W10W10

W10W10

W10

W10

W13.2

W13

W20

W20

1'-3 1

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7'-3 1

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2'-0

"4

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"

F0F0

F0F0F1F1F0F0 F0

1

7'-3" 10'-5" 1'-5 7/8" 5'-4 1/8" 8'-8"

F3

D1

A204

4'-4" 2'-8" 4'-8"

2'-0

"

A721

A5

A205

C3

F1F1

F1

F1F1 F1F1

F1F1F1F1F1

F1

L

3.53.5

K.1

FOYER

112

F1

F3

F3

F3

C1

A613A3

7'-6

"9

"7

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"

2

22

ALIG

N

2

F1K2K2

2'-9 1

/8"

3'-4

"

9'-0"

2

3

A412C1

A421E4

A421E2

A421A3

A722

A4

B2

A6

A205

101

A4

A6

A7

A5

A10

A204

A1

A3

A421B4

A421B3

A421B3

MIR.

F3

22

'-8

"

W12.1

105B

105A

12

F0

F3

3

ALIGN

F3

11

3'-8 1/2" 5'-0"

110a

110b

19

109

1'-3 7

/8"

10 7/8" 10 1/2"

ALIGNE2

A721E1

A722D3

MIR/ SIM

A202

C4

D4

E6A202E5 E7

A202 E4

2.52.5

7"

2'-10

3/8

"7

'-8

"2

'-10

3/8

"1

'-7 3

/4"

4'-8 1

/8"

5 3

/4"

13

'-4

5/8

"16

17

A731A1

A731B1

A6

A403

1'-0" 11'-8" 2'-8"

15'-4"

3'-0

" 8"

1'-0

"

1'-0" 4'-4" 2'-8" 4'-8" 2'-8"

15'-4"

1'-8"13'-4"

A3

1'-0

"

2'-0

"

F1

6'-1

"

22

2 2

F3F3

C4

A731A1

A731A1

A741C0

47 1/2" 48" 46" 25"

5'-0

"2

'-6

"2

'-6

"5

'-0

"

2'-6

"5

'-0

"5

'-0

"2

'-6

"

1

1

1

1

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1

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1

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CABINET



4 ATTIC LADDER


6 ROOF LADDER











17 STAIR GATE

18 SWITCHBOARD PIT












REVISIONS

NO DESCRIPTION DATE

1 ADD 002 03-08-19

DN

UP

UP DN

UP

EXHAUST VENT

XVENT BOX MODEL

# DHEB−4/4−S

4" EXHAUSTDUCT BY

OTHERS

4" EXHAUSTDUCT BY

OTHERS

11

A

22

33

44

55

B D E FC

A204 B3

A203 C2

A201

A1

A202

A1

A721E3

A722B42 BED

122

RA

117

LOUNGE

113

RES. LOUNGE

123

TRASH

124

2 BED

129

2 BED

1262 BED

125

BATH

128

FOYER

101

TLT

118

STAIR

S4-01

CUST.

115 ELEV

EL1

125

126

127

128

129

117

124 1

15

118

122

121

120

LOBBY

102

CORR

116

S4-0

1

116

E4

A722

C3

C1

A301

C4

A301

C2

A301

A401B1

A404B2

112

101

F3

F3

S3C

A3A

A3A

C3

A3A

S3CS3C

C3

C3A

F3A C3C3 F3A

C3

C3A

C3

C3

S3C

C3

S3C S3C

S3C

S3C

S3C

S3CS3C

S3C

S3C

C3A

C3A

C3

A201C2

A204C1

C2

C3

B2

A111A

A1

A111A

A1

BATH

127

A202 C1

CORR

119

D3

A204

A203

C1

A203

C4

W13

W10 W10

W10 W10

W10W10 W10

W13

W12

W13.1

F3

D1

A204

A721

3.5

Z Z.9

FOYER

112

1'-4

"

K2

A421C1

S3C

A421E1

A5

A4

A204

A1

A411D3

A411B1

F3

F3

C3

W20.1

W20

C1

C3A

C3

F1F0F0F0F0 F0F0F0F0 F1F0F0 F1

F1

F3

F3

S3C

F0

F0

F0

K2

F0

C3A

F3

S3C

F3 F3

F0

F3F3

F1

F0F0

C3

F1

F3

F3

F3

F0F0 F1F3

F0F0

S3C

F0F0 F1 F1F0F0F0F0 F0F0

F1

F0F1F0F0

F1 F1F1 F1

F0

14'-10 3/4" 5'-2" 6'-9 1/2"

2 BED

120

2 BED

121

9'-2

"9

'-0

"7

"1

5'-6

"

14

'-1

0 1

/4"

15

'-7

"

2'-2

"2

'-2

"

1

ALIGN

ALIGN

6'-11"

EQ EQ

EQ EQ

K2K2

1'-10 1/4" 8'-5 1/2" 5'-10"F3

F0

S3C

EQ EQ

15'-3 1/4"

F0F0

F0

F0

F0

F0

F0

F0

14'-2 3/4" 15'-5" 15'-5"

7'-6 3

/4"

15

'-4

"

2'-1" 6'-2 1/2" 5'-5 3/4" 6'-7 1/4" 17'-4" 5'-10"

2'-2

"EQ EQ

7'-0"

6'-10"2'-2" 2'-2"

ALIG

N

ALIGN

ALIG

N

ALIG

N

ALIGN

2'-2"

F0

4"

20

'-3

"

F3

F3

7'-5

"3

'-3 3

/4"

3'-3 1

/4"

1'-5 3

/8"

4"

2'-2"

ALIG

N

S3C

15

'-2

"

8"

6'-10

"

2'-2 1

/2"

14

'-6

"

5 1/2" 6'-4" 7'-9 3/4" 4'-6 1/2"

F1F1

F1

F1F1

F1

F1F1 F1

S3C

S3C

F1

S3C

4"

20

'-3

"

E2

A721E1

2'-2"C3

C3 F3F3

F0

C4

A722 D3

A722D1

D2

A202E5 E7

A202 E4

2.5

9

8

F3

1' - 4"

F3

A6

A403

F2

F3 F3F322

2'-0"

22

2'-0"

3'-3

"

3'-3

"

2

2

2 2

2 2

2 2

W11

12

7'-10

"

3

4'-8" 2'-8" 4'-4"

2'-8" 11'-8" 1'-0"

15'-4"

6'-8

"4

"8

'-8

"4

"6

'-8

"

22

'-8

"

7'-1

"7

'-11

"7

'-11

"7

'-1

"

2'-8" 4'-8" 2'-8" 4'-4" 1'-0"

13'-4" 1'-8"

2'-0

"

3'-0

"8

"

1'-0

"

1'-0

"

2'-0

"2

39

'-6

1/2

"

33'-0 1/4"

14

'-4

3/4

"

A421B3

SIM.

A421B3

SIM.

A3C

3

B2

A1531

'-5

"

A721E3

11

A731

E5

1

A731 E4

1

1

1

1

1040 V

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Law

rence, K

ansas 6

6044

Offic

e: 785.8

42.4

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Fax: 785.8

42.7

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A-013386

2018 TreanorHLc

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KA

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3/8

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66801

02/0

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1/4" = 1'-0" A11ST FLOOR PLAN - SOUTH0 2' 4' 8'


CABINET



4 ATTIC LADDER


6 ROOF LADDER











17 STAIR GATE

18 SWITCHBOARD PIT












REVISIONS

NO DESCRIPTION DATE

1 ADD 002 03-08-19

RE

F.

RE

F.

1

A

2

3

4

5

B D E F G H J KC

RES. LOUNGE

123

MTG/STUDY

109

2 BED

121

2 BED

120

2 BED

122

2 BED

125

2 BED

126

2 BED

129

LOBBY

102

FOYER

101

CORR

116

LOUNGE

111

KITCHEN

110

BATH

128

TLT

107

TRASH

124

TLT

118

RA

117

OFFICE

105

LOUNGE

113

STAIR

S4-01

STAIR

S3-01

STAIR

S2

AFF8' - 0"

AFF8' - 0"

AFF7' - 8"

AFF8' - 0"

AFF8' - 0"

AFF9' - 0 1/8"

RECEPTION

104

TLT

108

MAIL

104A

CUST

110A

CUST.

115

AFF8' - 0"

AFF7' - 8"

AFF8' - 0"

AFF8' - 0"

AFF7' - 8"

AFF8' - 0"

AFF8' - 0"

AFF8' - 6"

AFF11' - 0"

AFF7' - 10"

AFF8' - 0"

AFF8' - 0"

AFF8' - 4"

AFF11' - 0"

AFF11' - 0"

AFF7' - 9"

AFF7' - 9"

AFF7' - 9"

AFF7' - 6"

AFF8' - 0"

AFF

8' - 113/16"

AFF7' - 6"

AFF10' - 6"

AFF10' - 8"

AFF7' - 8"

AFF7' - 8"

AFF7' - 8"

AFF8' - 7"

AFF7' - 10"

HISTORIC ABIGAIL LIGHT FIXTURE

AFF7' - 4"

AFF8' - 0"

A204A3

B5

A153

A5

A153

A1

A153

A2

A153

C3

A153

L

3.53.5

K.1Z Z.9

6'-11

"

4'-0" 6'-9" 4'-0"

7'-4"

4'-0" 3'-5"

AFF8' - 6"

AFF7' - 8"

2'-4 1

/2"

10

'-3

"2

'-4 1

/2"

EQ

.

EQ

.E

Q.E

Q.

EQ

EQ

4'-0 1

/2"

2'-3 1

/4"

2.52.5

2'-2

"

1'-6

"

AFF7' - 6"

5'-11

"

5'-7 5

/8"

2'-0

"

2'-0"

2'-0

"

2'-0"

1'-2

"

2'-0"

3'-9 7/8"

3'-0

"

EQ EQ

EQ EQ

EQ EQ

1'-7

"

3'-0

"

3'-0

"

EQ EQ EQ EQ

3'-0

"

EQ EQ

2'-6"

2'-6

"

EQ EQ

2'-0

"2

'-6

"

2'-6" 2'-6" 2'-6"2'-6"

2'-6"2'-6"

1'-11

"

3'-9" 3'-6"

3'-9"

3'-6"

3'-2"

4'-8

"

2'-6

"

EQ EQ

3'-0

"

EQEQ

2'-6

"

EQ EQ

1'-5

" 5"

2'-4 1/2" 2'-4 1/2"

4 3

/8"

2'-4 1/2" 2'-4 1/2"

2'-6

"

2'-5 1/4"

EQ

EQ2'-4"

5'-0" 5'-0"

2'-5"

2'-10

"

2'-6"

2'-6

"

4'-2

"

EQ EQ

2'-6"

3'-5 3

/8"

2'-6"2'-6"

8'-0"

2'-6

"

2'-6"

2'-6

"

EQ

EQ

EQ

EQ

1'-4 1

/2"

2'-6

"

2'-4 3/4" 6'-0" 7'-7 1/2"

2'-0

"2

'-8

"3'-8

"

EQ EQ2'-5" 2'-7 3/8"

LOUNGE

121B

2'-6"

2'-6"3'-11 1/2"

EQ

EQ

4'-0

"

1'-5

"

CM1

CM2

CM1

1

1

1

APC 2' X 2'

APC 2' X 4'

GYP CEILING

2HR RATED HORIZONTAL ASSEMBLY

GYP CEILING MOUNTED DIRECTLY TO STRUCTURE. REF. DETAILS FOR ELEVATION

S

RECESSED INDIRECT LIGHT

PROVIDE HEPA FILTER WHEN "H" IS SHOWN

CEILING GRID ORIGIN LOCATION

RECESSED CAN LIGHT

SUPPLY DIFFUSER

RETURN DIFFUSER

SPEAKER

EXIT LIGHT - SINGLE

EXIT LIGHT - DOUBLE

WALL SCONCE

RADIANT HEATING PANEL

CEILING ACCESS PANEL

RECESSED TROFFER LIGHT

SURFACE MOUNTED STRIP LIGHT

LINEAR WALL LIGHT

LINEAR PENDANT

DECORATIVE PENDANT LIGHT

PLAM FASCIA

CUBICLE CURTAIN TRACK (CCT)

ROLLER SHADE

HORIZONTAL BLIND

VERTICAL BLIND

CM1 CROWN MOLDING 1 - 2 1/2" FYPON B.O.D.

CM2 CROWN MOLDING 2 - 3-7/8" FYPON B.O.D.

2

1

A

2

3

4

5

B D E F G H J KC

VEST

009

MECH

018

STUDY

011

CORR

015

ELEV

EL1

STAIR

S4-00

KITCHEN

010D

CORR

013

DATA

020

BIZ

002 RA WKRM

006

CUST BRKRM

007

CORR

004

STAFF APT

010

BED

010B

BED

010A

BATH

010C

LAUNDRY

012

STORM RM

019

TLT

003

TLT

005

MULTI-PURP

016

STAIR

S2

VEST

017

AFF8' - 10"

CUST

008

AFF8' - 0"

AFF8' - 0"

AFF8' - 10"

AFF8' - 4"

AFF8' - 6"

AFF9' - 0"

AFF9' - 0"

AFF9' - 0"

AFF9' - 0"

AFF9' - 0"

AFF8' - 9"

AFF9' - 0"

AFF8' - 10"

AFF9' - 0"

AFF8' - 6"

AFF8' - 6"

AFF8' - 6"

AFF9' - 0"

AFF8' - 0"

OPEN TO ABOVE

AFF8' - 0"

TLT

016A

STOR.

016B

AFF8' - 0"

AFF8' - 0"

AFF8' - 0"

AFF9' - 0"

AFF9' - 2"

AFF

9' - 109/16"

AFF8' - 4"

AFF8' - 0"

AFF9' - 4"

AFF9' - 6"

AFF9' - 6"

AFF8' - 6"

AFF9' - 0"

AF

F8' -

0"

AFF8' - 6"

AFF8' - 6"

AFF8' - 0"

VENDING

121C

C4

A153

A3

A153 B3

A153E3

A153

B1

A153

L

3.5

3.5

K.1Z Z.9

2 HR RATED HORIZONTAL CEILING

CORR

013

AFF8' - 0"

AFF9' - 0"

9'-7"

AFF8' - 9"

EQ EQ EQ EQ

EQ

EQ

AFF7' - 2"

EQ

EQ

3'-2

"

2'-6"

AFF8' - 10"

AFF7' - 0"

2'-0

"

EQ

EQ

EQ EQ

AFF9' - 4"

AFF8' - 6"

AFF8' - 0"

AFF8' - 9"

AFF9' - 2"

3'-0"

EQ

EQ

2.52.51'-11"

AFF8' - 9"

1'-0

"

1'-0

"

1'-0" AFF8' - 6"

1'-0"

2'-3

"

1'-0

"

1'-0

"

1'-0"

2'-0"

2'-0

"

2'-0"

2'-0

"

2'-0" 2'-0"

2'-0

"

2'-0

"

2'-0" 2'-0"

2'-0

"2

'-0

"

2'-0

"

EQ

EQ

EQ 8'-0" 8'-0" EQ

7'-0

"2

'-9

"

EQ 7'-0" EQ

EQ 7'-0" EQ

EQEQ 7'-0"

2'-9 3

/8"

6 7/8"

1'-2 7/8"

1'-0 5

/8"

4'-10 1/2"

1'-9

"

EQ EQ

1'-0

"

1'-2 1/8"

11

3/4

"

8"

4"

2'-6"

2'-1 1/2"

1'-4

"

2'-6"

EQ EQ EQ

10"

3'-6" 6'-8"

6'-8

"3

'-6

"

3'-6

"3

'-9

"

3'-6" 5'-8"

3'-6" 6'-0"

AFF8' - 0"

3'-10

"2

'-4

"3

'-6

"

4'-10"

5'-10

"5

'-10

"

2'-10" 6'-6"

EQ

EQ

EQ EQ

EQ

EQ

2'-6"

3'-2 1

/2"

2'-6 1/4"

2'-6" 2'-6" 2'-6"

2'-6"

EQ

EQ

1'-1 3/4" 1'-1 3/4"

1'-1 1

/2"

2'-7 1/2"

B2

A153

B5

A153

7'-0

"2

'-9

"

7'-0

"2

'-9

"

EQ 7'-0" EQ

AFF8' - 6"

AFF8' - 6"

7'-0

"2

'-9

"

3'-0"

1'-0

"1

'-0

"

10"

11"

10"

2'-0" 2'-1"

D1

A153

AF

F8' -

0"

1

AF

F8' -

0"

AF

F8' -

0"

1

1

1

1'-2"

1

1040 V

erm

ont

Law

rence, K

ansas 6

6044

Offic

e: 785.8

42.4

858

Fax: 785.8

42.7

536

ww

w.T

reanorH

L.c

om

A

B

C

D

E

123456

A

B

D

E

6 5 4 3 2 1

C

A-013386

2018 TreanorHLc

DA

TE

:


BU

ILD

ING

NU

MB

ER

379000-0

0003

DE

PA

RT

ME

NT

OF

A

DM

INIS

TR

AT

ION

OF

FIC

E O

F F

AC

ILIT

IES

&

PR

OP

ER

TY

MA

NA

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ME

NT

DE

SIG

N,

CO

NS

TR

UC

TIO

N &

C

OM

PLIA

NC

E700 H

AR

RIS

ON

, S

UIT

E 1

200

TO

PE

KA

, K

AN

SA

S 6

6603

PH

ON

E 7

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TreanorHL NO.

3/8

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GARDEN & 1ST FLOORRCPS

AB

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OR

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1500 M

OR

SE

DR

IVE

, E

MP

OR

IA,

KA

NS

AS

66801

02/0

8/2

019

1/8" = 1'-0" C11ST FLOOR REFLECTED CEILING PLAN

4'0 8' 16'

RCP LEGEND

1/8" = 1'-0" A1GARDEN FLOOR REFLECTED CEILING PLAN

4'0 8' 16'

REVISIONS

NO DESCRIPTION DATE

1 ADD 002 03-08-19

xx

xx

xx

xx

xx

xx

xx

xx

xx

xx

x xx x

1ST FLOOR

100' - 0"

2ND FLOOR

110' - 0"

GARDEN

89' - 0"

3RD FLOOR

120' - 0"

4TH FLOOR

130' - 0"

ATTIC

139' - 0"

S3S3M9S3S3

S3

M9

S3

M9S3

UNO

S1

S1

B2

B1

M9

B1 B3

S2

M10

B2

B3

B1

BEYOND

B1

B1

TYP. OF 9 THIS LEVEL, UNO




TYP.

TYP.

TYP.

TYP.

TYP.


EXISTING BUILDING+/- 131'-10"

R5

P1

B1

B3.1

B2

B1

P1

B1B2

B2

B1

B2

B3.1

B1

B3.1

B1

P1

M10

S4

S4 S4

B1

B3

B1

S4S4

S4

M8

M7

B3

S4P1

P1

REF. A204 FOR PORCH

NORTH ADDITION REF. A2/A203SOUTH ADDITION REF. C2/A203

W15 W15 W15 W15 W13

W13

W16

W13

W13 W15 W15 W15 W15

W10W10W10W10W9

W10W10

W10W10

W10 W10 W10 W10

W9

W10 W10 W10 W10

W10W10W10W10W10W10

W2 W2 W7 W7W9W9

W10 W10

W6 W6

M9

M9

B3

B.O. FOUNDATION87' - 0" B.O. FOUNDATION

83' - 6"

EXIST TUNNEL ACCESS

B3

P3

TYP OF 3 THIS

ELEVATION

M3

TYP

M9

M3

TYPM9

M3

TYP

M9M3

TYP

M2

TYP @ ALL DORMERS

A1

A731

B1

A731

DRYER VENTS, REF. MECH.

B3

REF./ A301A5

1

1 1

B3

B1

1

1ST FLOOR

100' - 0"

2ND FLOOR

110' - 0"

GARDEN

89' - 0"

3RD FLOOR

120' - 0"

4TH FLOOR

130' - 0"

ATTIC

139' - 0"

TYP. AT ALL COPINGS


M7

S3

M9

SEE FOR NORTH ELEVATION OF ADDITION

/ A203A2

S1

S2

P2

P2

P2

P2

M6

A5A205

A6

A205

M7M8

M7

M8

P2

P2

P2

P2

M6

B5

B6

B6

B6

B6

W13

W13

W13

W5 W3

W13.2

W13

W13

W4

B.O. FOUNDATION85' - 3"B.O. FOUNDATION

83' - 6"

S5 S5

A205C3

M3

TYP

A2036

A1

A731

1

W12

W12

W12.1

1

1

1

1

1

B6

1

B6

B6

1

1

B6

1

B6

B6

B6

B6

1

1

1

1ST FLOOR

100' - 0"

2ND FLOOR

110' - 0"

GARDEN

89' - 0"

3RD FLOOR

120' - 0"

4TH FLOOR

130' - 0"

ATTIC

139' - 0"

M7

M8

UNO

M9

P1

TYP. OF 4 THIS ELEV. UNO

NORTH

R5

S1

TYP @ COPING

W13

W13

W13

W3

B.O. FOUNDATION84' - 6"

M3

A1

A731

1ST FLOOR

100' - 0"

2ND FLOOR

110' - 0"

GARDEN

89' - 0"

3RD FLOOR

120' - 0"

4TH FLOOR

130' - 0"

ATTIC

139' - 0"

M7

M8

UNO

B3.1

P1

TYP. OF 4 THIS ELEV. UNO

B1 B1

R5

SOUTH

TYP. AT COPING

W13

W13

W13

W8

M9


M3

REPAIR LEGEND

REPLACE BRICK, CAST STONE, OR STUCCO

REMOVE AND RELAY BRICK OR STONE

CRACK IN FOUNDATION WALL; REF. 01 2300 ALTERNATE FOR REPAIR

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ELEVATIONS - EAST &NORTH

AB

IGA

IL M

OR

SE

HA

LL

RE

MO

DE

L

EM

PO

RIA

ST

AT

E U

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OR

SE

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03/0

8/2

019

3/16" = 1'-0" A1EAST ELEVATION

3/16" = 1'-0" C4NORTH ELEVATION3/16" = 1'-0" C1EAST ELEVATION RETURNS

ENVELOPE REPAIRKEYNOTES

B1 04 0120.63 REPLACE BRICK WITH SALVAGE BRICK.

B2 04 0120.63 PATCH BRICK.

B3 04 0120.63 REBUILD FACE BRICK.

B3.1 REPLACE LINTEL ABOVE MASONRY OPENING;REMOVE & RELAY BRICK W/ SALVAGE; REFD1/A205.

B5 04 0120.63 REFACE EXISTING WALL IN BRICKPATTERN SHOWN; REF A5&A6/A205

B6 04 0120.63 PROVIDE LINTEL; REF D1/A205

M2 04 0110 REMOVE SEALANT ON BACK OF DORMERFACE WALL FOR RE-ROOFING WORK.

M3 04 0110 REMOVE SEALANT & ROOFING TAR ONCOPING STONE FOR RE-ROOFING WORK.

M6 09 2400 STUCCO REPLACEMENT.

M7 04 0110 PERFORM GENERAL CLEANING W/BIOLOGICAL TREATMENT.

M8 04 0115 REPOINT JOINTS WITH MORTAR.

M9 04 0115 REPOINT JOINTS WITH SEALANT.

M10 03 0130 PATCH CONCRETE.

P1 09 0190 REPAINT LINTELS.

P2 09 0190 REPAINT EXISTING LINTEL AFTEREXISTING FACE BRICK HAS BEEN REMOVED ANDBEFORE INSTALLATION OF REPLACEMENT FACEBRICK.

P3 09 0190.52 PREP & PAINT EXISTING LOUVER

R5 07 6200 PROVIDE HUNG GUTTER. REF. A1/A142

S1 04 0140 PATCH CAST STONE.

S2 04 0140.61 REPLACE CAST STONE.

S3 04 0140.61 REMOVE AND RELAY STONE TOINSTALL 07 6200 FLASHING AT COPING.

S4 04 0140.61 ANCHOR STONE TO BACKINGCONSTRUCTION.

S5 04 0140.61 CUT COPING STONE TO INTRODUCE AJOINT FOR THROUGH WALL FLASHING END DAM;REF A4/A142

0 4' 8' 12' 0 4' 8' 12'

0 4' 8' 12'

##

GENERAL NOTES FORENVELOPE REPAIRS

1 REFER TO PLANS FOR WINDOW TAGS.

2 ABRUPT CHANGES IN REPOINTING MORTARCOLOR OR OTHER REPAIRS IS NOTACCEPTABLE.

3 ALL REFFOUR METALS UNCOVERED ORREMOVED IN THE COURSE OF THE WORK SHALLBE TREATED PER 04 0120.63 "PAINTING STEELUNCOVERED DURING THE WORK" UNO.

REVISIONS

NO DESCRIPTION DATE

1 ADD 002 03-08-19

xx

xx

x xx x

1ST FLOOR

100' - 0"

2ND FLOOR

110' - 0"

GARDEN

89' - 0"

3RD FLOOR

120' - 0"

4TH FLOOR

130' - 0"

ATTIC

139' - 0"

UNO

TYP. TYP.TYP.TYP.

TYP.

TYP. 5 THIS LEVEL, UNO






R5

B1

P1

B1

B2

B1

B2

B2

B2

B1

M10B2

B4

B1

B2

B1B1

P1

P1 B1 B1

B1

B1

B1B1

B1

B2

B1

B3

P1

M6

B2

S3M9

S3

S3S3

S4

B1

B1

S4

S1

S1

B1

B1

S4

S1

S1

M10

B2 M10

M10

S1

S1

B1

B2

M7

M8

S1

S1

S4

S4

NORTH ADDITION REF. A203SOUTH ADDITION REF. A203

P1

M9

M9

M9

W10 W10

W15W15W15 W15 W13 W13 W10 W13 W13 W15 W15 W15 W15

W10 W10 W10W14

W10 W10 W10

W10

W10W10W11W10

W10W10W10W10

W10 W10 W10 W10

W10

W10 W10

A4

W2W2W2W2

W1 W1

S4

S3

B.O. FOUNDATION87' - 4"B.O. FOUNDATION

85' - 3"

S5S5

M3

M9TYP

M3M9

M3

M9

M3

M9

TYPTYP

TYP

M2

TYPALL DORMERS

P3

TYP OF THIS ELEVATION

REMOVE EXISTING SIGN & REPLACE, REF D5/A204

S2

P4

TYP @ 4 LOCATIONS

MECHANICALYARD

B1

A731

B2

B2 X4 @ LIGHT

AT CONDUIT PENETRATION

REF. C4 & D4/A202 FOR RETAINING WALL

INFILL WALLREF. 1/S001

REF. E6 & E7/A FOR NORTH CHEEK WALL

REF. E4 & E5/A202 FOR SOUTH CHEEK WALL

1

1

1ST FLOOR

100' - 0"

2ND FLOOR

110' - 0"

GARDEN

89' - 0"

3RD FLOOR

120' - 0"

4TH FLOOR

130' - 0"

ATTIC

139' - 0"

SEE FOR SOUTH ELEVATION OF ADDITION

/ A203C2


X3

S1

@ WINDOW SILL

M7

M8

M7

M8

S1

S1

S3

S2

S1

P2

P2

P2

M6

R5

M6

A5A205

A6A205

REMOVE FERROUS MOUNTING

A205C3

P2B6

B6

B6

B6

B6

B6

S2

TYP. AT RAKES

TYP. AT COPING

M7 M9

MECHANICAL YARD

W13W12W13.1

W13.1

W13.1 W13W12

W12 W13

W1



S5

S5

M3

TYP

2'-8

"4

"

A2032

8" 6'-9 1/2"

4'-0

"

FLUE, REF. MECH.

04 2000 BRICK INFILL ABOVE DOOR

04 0110 PRESSURE WASH EXPOSED CONC.

OPENING THRU CONC. FOUNDATION WALL, REF. MECH.

018B

1

1

1

1

B6

B6

B6

B6

1

1

1

1

1

REPAIR LEGEND

REPLACE BRICK, CAST STONE, OR STUCCO

REMOVE AND RELAY BRICK OR STONE

CRACK IN FOUNDATION WALL; REF. 01 2300 ALTERNATE FOR REPAIR

M6

S1

S1

M7

M8

INFILL WALLREF. 1/S001

04 0110 PRESSURE WASH ETR CONC.

1

1

B1

M7M8

B1

M7

M8

1

B1

M7

M8

S3

M5

B1M7M8

B1

S3

M7

M8 3' -

6"

MIN

B1M7

M8

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ELEVATIONS - SOUTH &WEST

AB

IGA

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OR

SE

HA

LL

RE

MO

DE

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PO

RIA

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66801

03/0

8/2

019

3/16" = 1'-0" A1WEST ELEVATION

3/16" = 1'-0" C1SOUTH ELEVATION

ENVELOPE REPAIRKEYNOTES

B1 04 0120.63 REPLACE BRICK WITH SALVAGE BRICK.

B2 04 0120.63 PATCH BRICK.

B3 04 0120.63 REBUILD FACE BRICK.

B4 04 0120.63 REMOVE AND RELAY BRICK ASVENEER OVER REPLACED SUBSTRATE.

B6 04 0120.63 PROVIDE LINTEL; REF D1/A205

M2 04 0110 REMOVE SEALANT ON BACK OF DORMERFACE WALL FOR RE-ROOFING WORK.

M3 04 0110 REMOVE SEALANT & ROOFING TAR ONCOPING STONE FOR RE-ROOFING WORK.

M5 09 2400 PROVIDE 2-COAT STUCCO OVER CMUSUBSTRATE.

M6 09 2400 STUCCO REPLACEMENT.

M7 04 0110 PERFORM GENERAL CLEANING W/BIOLOGICAL TREATMENT.

M8 04 0115 REPOINT JOINTS WITH MORTAR.

M9 04 0115 REPOINT JOINTS WITH SEALANT.

M10 03 0130 PATCH CONCRETE.

P1 09 0190 REPAINT LINTELS.

P2 09 0190 REPAINT EXISTING LINTEL AFTEREXISTING FACE BRICK HAS BEEN REMOVED ANDBEFORE INSTALLATION OF REPLACEMENT FACEBRICK.

P3 09 0190.52 PREP & PAINT EXISTING LOUVER

P4 09 0190.52 REMOVE, PREP, PAINT & REINSTALLWINDOW WELL GRATING

R5 07 6200 PROVIDE HUNG GUTTER. REF. A1/A142

S1 04 0140 PATCH CAST STONE.

S2 04 0140.61 REPLACE CAST STONE.

S3 04 0140.61 REMOVE AND RELAY STONE TOINSTALL 07 6200 FLASHING AT COPING.

S4 04 0140.61 ANCHOR STONE TO BACKINGCONSTRUCTION.

S5 04 0140.61 CUT COPING STONE TO INTRODUCE AJOINT FOR THROUGH WALL FLASHING END DAM;REF A4/A142

3/16" = 1'-0" D4W RET. WALL - E ELEV

3/16" = 1'-0" C4W RET. WALL - W ELEV

3/16" = 1'-0" E6N CHEEK WALL - N ELEV

3/16" = 1'-0" E5S CHEEK WALL - N ELEV3/16" = 1'-0" E7N CHEEK WALL - S ELEV

3/16" = 1'-0" E4S CHEEK WALL - S ELEV

0 4' 8' 12'

0 4' 8' 12'0 4' 8' 12'

0 4' 8' 12'

0 4' 8' 12'0 4' 8' 12'

0 4' 8' 12' 0 4' 8' 12'

##

GENERAL NOTES FORENVELOPE REPAIRS

1 REFER TO PLANS FOR WINDOW TAGS.

2 ABRUPT CHANGES IN REPOINTING MORTARCOLOR OR OTHER REPAIRS IS NOTACCEPTABLE.

3 ALL REFFOUR METALS UNCOVERED ORREMOVED IN THE COURSE OF THE WORK SHALLBE TREATED PER 04 0120.63 "PAINTING STEELUNCOVERED DURING THE WORK" UNO.

REVISIONS

NO DESCRIPTION DATE

1 ADD 002 03-08-19

EXIST JT.WIDTH VARIES

≈ 1/2" TO 3/8"TYP.

BACK 2" MIN.

04 0120.64RAKE JOINTS

04 0120.63FACE BRICK

1/2"

04 0120.64 REMOVE MORTAR & POINT JOINTS 1 1/2" MIN.

04 0120.64 POINT VOIDS IN EXISTING MORTAR TO REMAIN;

B A

LIFT3/8"

A = INITIAL POINTINGB = FINAL POINTING

1/4" MIN.1/2" MAX.

04 0120.64 SEALANT

04 0120.64 BACKER ROD; MIN. WIDTH +1/16"

04 0120.64 MORTAR 3" MIN. DEPTH

04 0140.61 STONE OR CAST STONE, TYP.

JOINT WIDTH VARIES.W,

1/4" MIN.1/2" MAX.

04 0120.64 SEALANT

04 0120.63 FACE BRICK OR04 0140.61 STONE/CAST STONE

DOOR, WINDOW, OR LOUVER FRAME, TYP.

04 0120.64 BACKER ROD

VARIES

UNDERCUT EDGES OF REPAIR AREA

09 2400 BONDING AGENT OVER SUBSTRATE

09 2400 P.C. PLASTER

MATCH ADJACENT THICKNESS

SUBSTRATE CONC, TYP.

2"

MIN

.D

AM

AG

ED

OR

MIS

SIN

G S

TU

CC

O

04 0120.63 BACKING BRICK

04 0120.63 FACE BRICK

CHAMFER

EXIST. CONC. FOUNDATION

09 2400 LATH


09 2400 WEEP SCREED

1" MIN.

REF. ELEVATIONS FOR HT. & WIDTH

STUCCO @ FOUNDATION

REF. ELEVATIONS FOR LOCATIONS

& SIZES

+/- 1 1/4"

STUCCO INSET PANEL

09 2400 LATH


CHAMFER EDGES

04 0120.63 FACE BRICK

04 0120.63 BACKING BRICK

1/2" MAX

EQ1+/-10"EQ1

04 0140.61 3/8" Ø EPOXY SET PIN; RECESS 1" & PATCH OVER END

04 0140.61 REMOVE & REINSTALL FOR FLASHING, TYP.

04 0120.63 THROUGH WALL FLASHING, TYP.REF. E2/A142

CORBEL AT DORMERS SHOWN; CORBEL AT GABLES SIMILAR

SEE END ELEVATION.

EQ27"

EQ22'-0"

@ DORMERS@ GABLE

+/- 2'-7" @ GABLE ENDS+/- 1'-1" TYP. @ DORMERS

ROOF CONDITIONS VARY

FACADE ELEV. END ELEV.

1" MIN.

2"

MIN

.3"

MIN

.

+/-

1"

VA

RIE

S, V

IF

2" TYP.1 1/2" MIN.

6 C

OU

RS

ES

MA

X.

04 0120.63 RELAID EXISTING FACEBRICK OR

MODULAR

ETR REINFORCED CONCRETE COLUMN & BEAM STRUCTURE W/ NOM. 8" OF

BRICK, TYP.

NOTE: BRICK COURSING VARIES; REBUILD SHALL MATCH COURSING & BE TOOTHED INTO ADJACENT AREAS.

04 0120.63 HELICAL TIE @ 16" O.C. MAX

DO NOT PLACE HELICAL TIES IN CONCRETE COLUMNS OR IN THE LOWEST

6" CONCRETE BEAMS. 04 0120.63 FILL COLLAR JOINT W/ SETTING MORTAR

PLAN SECTION

HELICAL ANCHORS MAY BE BENT ONCE

ONLY; DO NOT BEND & UNBEND OR REBEND

04 0120.63 REMOVE & RELAY EXIST FACE BRICK TO REPLACE CORRODED ANGLE

EXIST CONC. BEAM

04 0120.63 HELICAL TIE @ 16" O.C. EVERY 6 COURSES, MAX. REF REBUILD DETAIL

8" NOM. EXIST BACKING TO REMAIN

INTR FINISH; REF. A700s

WINDOW UNIT TO BE REPLACED TYP.

TYP.

4" 04 0120.63 3/8" Ø SST EPOXY SET PIN @ 2'-0" O.C.; PROVIDE WASHER & LOW PROFILE NUT, TYP.

04 0120.63 CUT EXIST BOLT FLUSH @ PRIME END

05 5000 4" X 6" X 5/16" GALV, PTD ANGLE; LENGTH SHALL BE M.O. PLUS 8"

SECTIONELEVATION

(+/- 4'-0") OR+/- 7'-11" TYP. F.V.

TO END OF EXST ANGLE+/- 4"

45°

COURSING VARIES, REF ELEVATIONS

04 0120.63 REMOVE & RELAY EXIST FACE BRICK

RUNNING BOND, TYP

NOMINAL EXTENT OF REMOVAL; TOOTH INTO EXISTING BOND

ROWLOCK SILL, TYP.

T.O. CONC BEAM TYP.

TOP OF REPLACEMENT ANGLET.O. EXIST ANGLE

MASONRY OPENING

8" OR3 COURSES MIN.HEADER VARIES

1/2"

2 S

C15 S

TS

C41 S

TS

C64 S

T

2 S

C

ST

16 S

T

21 S

T (

NO

RT

H)

- 0-1

5 S

T (

SO

UT

H)

VA

RIE

S W

ITH

GR

AD

ES

15 S

TR

41 S

TR

64 S

TS

ST

16 S

T

PA

RG

ING

R4 S

T

@ GUTTER

PA

RG

ING

R4 S

T

EXISTING & RELAYED BRICK COURSING

REFACED FACEBRICK COURSING

ABBREVIATIONS• ST STRETCHER COURSE• R ROWLOCK COURSE• S SOLDIER COURSE• SC CUT SOLDIER TO EQUAL THE ORIGINAL ROWLOCK HEIGHT

BRICK COURSING ALTERED FOR REPLACEMENT SHOWN OFFSET

9'-1"

11'-0"

10'-0"

10'-0"

9'-1"

TOP OF CONC. FOUNDATION WALL

VARIES W/ GRADE

1

@ GUTTER

EXISTING & RELAYED BRICK COURSING

REFACED FACEBRICK COURSING

ABBREVIATIONS• ST STRETCHER COURSE• R ROWLOCK COURSE• S SOLDIER COURSE• SC CUT SOLDIER TO EQUAL THE ORIGINAL ROWLOCK HEIGHT

2 S

C15 S

TR

25 S

T16 S

TR

+/-

26 S

TS

C14 S

TS

C+

/- 2

6 S

T

2S

C

ST

12 S

T

21 S

T (

NO

RT

H)

- 0-1

5 S

T (

SO

UT

H)

VA

RIE

S W

ITH

GR

AD

ES

15 S

TR

25 S

T16 S

TR

+/-

26 S

TR

14 S

TR

+/-

26 S

TS

ST

12 S

T

PA

RG

ING

SC

4 S

T

PA

RG

ING

R4 S

T

BRICK COURSING ALTERED FOR REPLACEMENT SHOWN OFFSET

9'-1"

10'-0"

10'-0"

11'-0"

TOP OF CONC. FOUNDATION WALL

VARIES W/ GRADE

1

3"

1'-9" 1'-9"

6"

2'-0" 2'-0"

3"

6"

2'-0" 2'-0"

6"

4'-0"

4'-0"

4'-0" 1'-9" 1'-9"

3"

3"

2'-0" 2'-0"

6"

ADDITION ROOF ASSEMBLY

05 5000 (5) 4x4x5/16 GALV ANGLE; 04 0120.63 3/8" DIA. EPOXY SET PINS INTO BACK UP w/6" IMBED; PROVIDE LOW PROFILE NUT & WASHER

04 0120.63 BRICK REFACING

INFILL LOUVER OPENING W/ PARTITION TYPE F3 AND SEAL PERIMETER

ADDITIONCEILINGLINE BEHIND

1

FACE BRICK

BACKING, TYP.

+/- 8" EXISTING BRICK

04 0120.63 HELICAL TIE; REF B1/A205 PER SCHEDULE BELOW

04 0140.61 CAST STONE REPLACEMENTWIDTH

W ≤ 12"

12" < W ≤ 32"

32" < W

TIE SPACING

NO TIES REQUIRED

2 TIES @ 1/4 POINTS

TIES @ 16" O.C. MAX W/ ONE 4" FROM EACH END

REPLACEMENT STONE HELICAL TIE SCHEDULE

1040 V

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A205

ENVELOPE DETAILS -REPAIR

AB

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6" = 1'-0" A1BRICK REPOINTING WITH MORTAR

6" = 1'-0" E2SEALANT @ COPINGS6" = 1'-0" E3SEALANT @ OPENING

1 1/2" = 1'-0" A3STUCCO PATCH1 1/2" = 1'-0" A2STUCCO @ REPLACEMENT

1" = 1'-0" B3CORBEL ANCHORING3" = 1'-0" B1BRICK RELAYING

1" = 1'-0" D1LINTEL REPLACEMENT

1/2" = 1'-0" A5NORTH & SOUTH WALL

BRICK COURSING1/2" = 1'-0" A6

NORTH & SOUTH WALL BRICKCOURSING @ WINDOWS

1/4" = 1'-0" C3REFACING SUPPORT @ ADDITION

0 6"4"2"1" 0 6"4"2"1"

0 1' 2' 4' 0 1' 2' 4' 0 1' 2'6" 0 6"4"2"1"

0 1'6"3"0 1' 2'

0 2' 4' 8'

0 1' 2'

GENERAL NOTES FORMASONRY REPAIRS TOEXISTING ENVELOPE:

1 EXISTING FACE & BACKING BRICK IS LARGER THANMODULAR BRICK; REF. 04 0120.63

2 REFACING REFERS TO PORTIONS OF THE EXISTINGENVELOPE THAT HAVE EXISTING FACEBRICKREMOVED & MODULAR FACEBRICK INSTALLED OVEREXISTING CONCRETE AND BRICK STRUCTURE; REF.04 0120.63

3 RELAYING REFERS TO REMOVAL & REINSTALLATIONOF BRICK OR CAST STONE ELEMENTS. MASONRY ISTO BE SALVAGED AND PLACED IN THE SAMELOCATION UNLESS NOTED OTHERWISE; REF. 040120.63 & 04 0140.61

4 COORDINATE MASONRY REPAIR WORK WITH OTHERWORK ON ENVELOPE AND WITH ADDITIONS

5 ALL FERROUS METALS UNCOVERED OR REVEALED INTHE COURSE OF THE WORK SHALL BE TREATED PER04 0120.63 “PAINTING STEEL UNCOVERED DURINGTHE WORK.” UNLESS NOTED OTHERWISE

6 REPORT CRACKS, BULDGES, AND OTHER SIGNS OFDETERIORATION IN BACKING BRICK AND CONCRETE

1 1/2" = 1'-0" C1STONE REPLACEMENT0 1' 2'6"

REVISIONS

NO DESCRIPTION DATE

1 ADD 002 03-08-19

4

5

E F G

B1

A403

B3

A403

B5

A403

1'-0

"

5 T

RE

AD

S @

12"

5'-0

"1

'-0

"

1'-0" 2'-9" 11"

6'-3 3/8" 3 3/4"

4 1

/8"

5'-0 5

/8"

STAIR GATE; CRL-BLUMCRAFT B.O.D.

D1

A403

A5

A403

A6

A403

2'-2

"

2 1/4" 11'-6" 2 1/4"

B2

A153

D1

A153

D2

A153

4

5

G

B1

A403

B3

A403

11"

8'-4

"1

'-0

"

1"

1/8

"

D1

A403

A6

A403

1ST FLOOR

100' - 0"

4 5

GARDEN

89' - 0"

B3

A403

11"

STAIR GATE; CRL-BUMCRAFT B.O.D.

3'-0

"

3'-0

"

1ST FLOOR

100' - 0"

EF

GARDEN

89' - 0"

B1

A403B5

A403

1'-0"

3'-0

"

D1

A403

3'-0

"

3'-0

"

3'-0

"

3'-0

"

1

1ST FLOOR

100' - 0"

2ND FLOOR

110' - 0"

4

1'-0"

3'-0

"A6

A403

3'-0

"

1

1/2

"

1'-0

"

MF

R.

PE

R

34

INC

HE

S

42

INC

HE

S

6" 1 1/2"

1 1/2"

STAIR RAILING - CRLAURENCE FRAMELESS GLASS RAIL B.O.D

HANDRAIL

STEEL CHANNEL RUNNER. REF. STRUC

3/8" MIN. STEEL PLATE - DARK BRONZE FINISH

WELD

WELD

RAILING SHOE - CRLAURENCE FRAMELESS GLASS RAIL B.O.D

1ST FLOOR

100' - 0"

45

GARDEN

89' - 0"

B3

A403

3'-0

" 1'-0"

11"

3'-0

"

F

STAIR RAILING - CRLAURENCE FRAMELESS GLASS RAIL B.O.D

STEEL ANGLE. REF. STRUC

3/8" MIN. STEEL PLATE -DARK BRONZE FINISH

WELD

3'-6

"

MF

R.

PE

R1

'-0 1

/2"

WELD

1040 V

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WEST STAIR PLANS &DETAILS

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1/4" = 1'-0" A3WEST STAIR - 1ST FLOOR 1/4" = 1'-0" A1WEST STAIR - GARDEN FLOOR

1/4" = 1'-0" B1WEST STAIR - 1ST FLIGHT LOOKING SOUTH 1/4" = 1'-0" B3WEST STAIR - 2ND FLIGHT

1/4" = 1'-0" B5WEST STAIR - MAIN

1 1/2" = 1'-0" A5WEST STAIR RAILING

1/4" = 1'-0" D1WEST STAIR - 1ST FLIGHT LOOKING NORTH

1 1/2" = 1'-0" A6FLOOR LANDING RAILING

REVISIONS

NO DESCRIPTION DATE

1 ADD 002 03-08-19

C

A411B5 B3

B4

B2

3'-2 3

/4"

2'-10

3/8

"3

'-7

"

9 9

3A3A

2A 2A

4A4A

1010

2B2B

F3F3

S3C

C3AC3A

F3F3

C3AC3A

S3C

2'-0"

3'-3

"

230

231

3'-3

"

2'-0"

F1F1

F0 F0

S3C

8 8

11 11

1

3'-2

"

1'-0 1

/4"

1

9

10

4A

PTE1

WT2

SV1

8

SOLID SURFACE

E5

A701

D3

A701

A6

A411

D3

A701

1

WT2

PTE1

6'-6

"4

"

SV1

D3

A701

E5

A701

A411 A5A3

A4

A2

7'-1 5

/16

"1

'-6

"

3'-1

15

/16

"

7'-7 3/8" 9 5/8"

1C 1B 1E

7

3A

9

5B

10

C3

S3C

F3

F0

S3C

F3

S3C

4A

E3

A411

1D

1F

1E

1A

2'-0"

3'-3

"

2A

2B

1

WT2

1C

1B

1E

7

PTE1

6'-6

"4

"

SV1

D4

A701

E5

A701

WT2

910

4A3A

PTE1

5B

SV1

SOLID SURFACE

D3

A701

E5

A701

7"

6'-6

"4

"

1'-6"

C1

A743

1

A6

A411

1

C6

A411

7'-5

"

WT2

3A

9

PTE1

6'-6

"4

"

SV1

D4

A701

E5

A701

PL4

SS1

2'-10

"

1

1'-4"1'-4"

C1

A743

2A

10

4A

2B

PTE1

SV1

SOLID SURFACE

D3

A701

E5

A701

EQ

6"EQ

1

A6

A411

C6

A411

WT2

WT2

1B

1C

1E

7

3A

PTE14

"6

'-6

"

E3

A411SV1

E5

A701

D3

A701

10

4A PTE1

WT2

5B

SV1

SOLID SURFACE

E5

A701

D3

A701

6'-6

"4

"

A6

A411

1

A411C5

4'-4 3

/4"

C4

C3

C2

1B 1C1E

11

3A

9

CLE

AR

5'-0

"

7

2A

4B

2B 5A

8'-9 1

/8"

S3C

S3CS3C

F3

C3

F2

11 1/8" 5'-1 7/8" 2'-6 3/4"

1G

1E2'-0"

5'-4

"221

8

1

WT2

3A

9

4B

5A

PTE1

7"

6'-6

"4

"

2B

2A

SV1

SOLID SURFACE

D3

A701

E5

A701

C1

A743

EQ EQ

1

1

A6

A411

C6

A411

2A

2B

PTE1

WT2

SV1

SOLID SURFACE

D3

A701

E5

A701

EQ 6" EQ

1

A6

A411

WT2

7

1B

1E

1C

PTE1

SV1

SOLID SURFACE

8

D3

A701

E5

A701

A6

A411

1

WT2

11

1E

1C

1B

PTE1

6'-6

"4

"

SV1

E5

A701

D4

A701 1

3

C

3A

9

7A411 D5

D4

TLT

118

A3A

F3

F1

F0

S3C

118

6'-11

7/8

"

6'-4"

2.5

8

11

2B

1

7

3A

9

WT2

PTE1

4"

6'-6

"

SV1

E5

A701

D4

A701

1'-3" 1'-11"

7'-2

"

C1

A743

1

7

WT2

PTE1

6'-6

"4

"

SV1D3

A701

E5

A701

1. TILE NOT REQUIRED BEHIND VANITY MIRRORS. FRAME TILE AROUND VANITY MIRRORS.

2. AT STUDENT BATHROOMS: INSTALL WALL TILE AROUND VANITY COUNTER AFTER VANITY INSTALLED TO CONCEAL GAPS BTWN. VANITY & WALL.

2ND FLOOR

110' - 0"

S3C

EXISTING FLOOR STRUCTURE

REMOVE WOOD FLOOR AND SLEEPERS. REF. DEMO SHEETS FOR EXTENT.

CONCRETE TOPPING. SLOPE 1/4 PER FOOT TO FLOOR DRAIN.

PROVIDE SUBFLOOR AS REQ'D TO SECURE CUT FLOOR SLATS

EXISTING FLOOR FINISH TO REMAIN. PROTECT FROM DAMAGE.

1/2" CEMENT BOARD

SHOWER PANEL, SS5

SEALANT

SHOWER BASE

WATERPROOFING MEMBRANE

AS REQ'D FOR COVERAGE OF TILE FLANGE BY SS5

GROUT SOLID

12

" M

IN.

REF. PLAN/SCHED.

PARTITION

SIDE PANEL @ GYP. BD

SS5, EASE EDGES

SEALANT

1/2" CEMENT BOARD

5/8" GYP. BD. WITH EPOXY PAINT

SS5, EASE EDGES

SEALANT

5/8"5/8"CEMENT BOARD

GYP. BD. WITH EPOXY PAINT

ALI

GN

ALUM. TRANSITION STRIP (SCHLUTER - 1/2" JOLLY)

SS5, EASE EDGES

SEALANT

1/2" CEMENT BOARD

5/8" GYP. BD.

SIDE PANEL @ TILE

WALL TILE ON GROUT

ALI

GN

1/2"

SS5, EASE EDGES

SEALANT

1/4"

5/8" CEMENT BOARD

TILE ON GROUT

1/2" CEMENT BOARD

1040 V

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ENLARGED BATHROOMPLANS & ELEVATIONS

AB

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1/4" = 1'-0" B1TYP. BATHROOM 1/4" = 1'-0" B5

TYP. BATHROOM -SHOWER WALL

1/4" = 1'-0" B3TYP. BATHROOM -

SIDE WALL

1/4" = 1'-0" A1TYP. ADA BATHROOMW/ TRANSFER SHWR

1/4" = 1'-0" A5TYP. ADA TRANSFER

BATHROOM - LEFT 1/4" = 1'-0" A3

TYP. ADA TRANSFERBATHROOM - RIGHT

1/4" = 1'-0" B4TYP. BATHROOM -

TOILET WALL 1/4" = 1'-0" B2

TYP. BATHROOM -DOOR WALL

1/4" = 1'-0" A2TYP. ADA TRANSFER

BATHROOM - BACK 1/4" = 1'-0" A4

TYP. ADA TRANSFERBATHROOM - FRONT

1/4" = 1'-0" C1TYP. ADA BATHROOM

W/ ROLL-IN SHWR 1/4" = 1'-0" C2

TYP. ADA ROLL-INBATH - SHWR WALL

1/4" = 1'-0" C3TYP. ADA ROLL-IN

BATH - DOOR WALL 1/4" = 1'-0" C4

TYP. ADA ROLL-INBATH - SIDE WALL

1/4" = 1'-0" C5TYP. ADA ROLL-INBATH - TLT WALL

Specialty Equipment Schedule

TypeMark Description Manufacturer Model Comments Procure

1A GRAB BAR - REAR WALL - 36" BOBRICK B-6806-36 CFCI

1B GRAB BAR - SIDE WALL BOBRICK B-6806-42 CFCI

1C GRAB BAR - VERTICAL - 18" BOBRICK B-6806-18 CFCI

1D GRAB BAR - SIDE WALL - 15" BOBRICK B-6806-15 CFCI

1E GRAB BAR - CONTROL WALL - 21" BOBRICK B-6806-21 CFCI

1F GRAB BAR - CONTROL WALL - 27" BOBRICK B-6806-27 CFCI

1G GRAB BAR - SIDE WALL - 33" BOBRICK B-6806-33 CFCI

2A ROBE HOOK - 5'-6" A.F.F. BOBRICK B-76717 CFCI

2B ROBE HOOK - 4' A.F.F. BOBRICK B-76717 CFCI

3A FRAMED MIRROR - 24" X 36" BOBRICK B-290 CFCI

3B OVAL MIRROR - 24" X 32" GATCO 1801 CFCI

3F CHANNEL FRAMED MIRROR - 24" X 72" REF. SPECS. REF. SPECS. CFCI

4A CURTAIN ROD - 36" BOBRICK B-6047 CFCI

4B CURTAIN ROD - 60" BOBRICK B-6047 CFCI

5A PHENOLIC FOLDING ROLL-IN SHOWER SEAT BOBRICK B-5193 CFCI

5B PHENOLIC FOLDING TRANSFER SHOWER SEAT BOBRICK B-5181 CFCI

6 TOWEL BAR - 18" BOBRICK B-674 CFCI

7 TOILET TISSUE DISPENSER - - OFCI

8 PAPER TOWEL DISPENSER - - OFCI

9 WALL-MOUNTED SOAP DISPENSER - - OFCI

10 SHOWER CURTAIN - 48" X 72" - - OFCI

11 FOLD-DOWN PURSE SHELF BRADLEY 790 CFCI

1/4" = 1'-0" D31ST FLOOR

STUDENT RESTROOM 1/4" = 1'-0" D4

1ST FLOOR STUDENTRESTROOM - TLT/SINK

1/4" = 1'-0" D51ST FLOOR STUDENT

RESTROOM - SIDE

GENERAL ELEVATION NOTES:

1 1/2" = 1'-0" E3TYP. BATH FLOOR

REVISIONS

NO DESCRIPTION DATE

1 ADD 002 03-08-19

3" = 1'-0" A6SHOWER BASE TO WALL

3" = 1'-0" C6SHOWER PANEL

PLAN DETAILS

1

3

A412

A2

A3

1E

1B

1C

5A

10

4B

3A

2'-0"

CLE

AR

5'-0

"

2'-6 1/4"

A4 A5

2A

2B

BATH

010C

A3AA3A

A3A

S3C

F3F3

F0

F3A3A

2'-0

"5

'-6 1

/2"

1'-6

"

CLR. FIN.

5'-1 1/8"

6

2A

2BSOLID SURFACE PTE1

TB1

10"

SHOWER BASE

40118"18"

F

OPEN ABV

1

WS2

3A

1E

1C

1B

PTE1

TB1

4'-6"

2'-10

"

(5'-1" MIN)

5'-1 1/2" ±

7'-3

"

E5

A743

E4

A743

1'-6"

1

9"

2'-9 1/2" 1'-6"

PULL2

4

H

99

1B

1C1E

3B

1E

1B

1C

3'-2

"

A412B3

B2

TLT

003 TLT

005

S3CS3C

S3C

S3CF3F3

F3F3 S3C

11" 11"

8

8

3B

4

5

K

A412

C3

C2

1C

1E

1E

1B

1C

1B

9

9

5'-6"

CL

R.

8

8

TLT

108

TLT

107

A3A

A3A

A3A

F1

F1F1F1F1

F0

A3A

F3

11"

11"

3'-2"

5"

0" 5'-2" CLR.

F0

108

107

W10

W13.2

A3A

A412

C3

C2MIR.

3B

3B

1E

1B

1C

PTE1

7

D3

A701

E5

A701

6'-8

" +

/- (

WT

1)

(PT

E1

)

1

9

1C

1E

1B

PTE1

8

PT

E1

6'-8

" ±

(W

T1

)

3B

7'-0

"

1'-7" 1'-7"

2'-10

"

SU

RF

AC

E

40

" T

O R

EF

LE

CT

IVE

1'-7"E5

A701

D4

A701E1

A743

1

3

B

A412 B5

TLT

016A

9'-4

"

2'-1" 5'-1 3/8" 9"

A3A

F3

F0

F3

F3

A3A

2.5

8

1B

1E

1C

9

3B

3B

9

PTE1

8

1B

1E

1C

E5

A701

D4

A701

EQ EQ

34" MIN

E1

A743

(PT

E1

)6

'-8

" ±

(W

T1

)

7'-0

"

1

1C

1B

1E

PTE1

7

(PT

E1

)6

'-8

" +

/- (

WT

1)

E5

A701

D3

A701

1

1B

1E

1C

9

3B

(PT

E1

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'-8

" +

/- (

WT

1)

BT

M. R

EF

LE

CT

IVE

40

" M

AX

. T

O

EQ EQ

7'-0

"8

E5

A701

EQ EQ

1'-0"

TY

P.

34" MIN3'-0" ±

E1

A743

D4

A701

1

1C

1B

1E

PTE1

TB1

1

10

4B

3A

PTE1

6

4'-0

"

SOLID SURFACE

5A

TB1

A6

A4111

1. TILE NOT REQUIRED BEHIND VANITY MIRRORS. FRAME TILE AROUND VANITY MIRRORS.

2. AT STUDENT BATHROOMS: INSTALL WALL TILE AROUND VANITY COUNTER AFTER VANITY INSTALLED TO CONCEAL GAPS BTWN. VANITY & WALL.

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ENLARGED BATHROOMPLANS & ELEVATIONS

AB

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1/4" = 1'-0" A1STAFF APARTMENT

BATHROOM 1/4" = 1'-0" A2

STAFF APARTMENTBATHROOM- SIDE


BATHROOM - TLT/SINK

1/4" = 1'-0" B1GARDEN RESTROOMS

1/4" = 1'-0" C11ST FLOOR

PUBLIC RESTROOMS 1/4" = 1'-0" C2

1ST FLOOR PUBLICRESTROOM - SIDE

1/4" = 1'-0" C31ST FLOOR PUBLIC

RESTROOM - TLT/SINK

1/4" = 1'-0" B4MULTI-PURP

PUBLIC RESTROOM

Specialty Equipment Schedule

TypeMark Description Manufacturer Model Comments Procure

1A GRAB BAR - REAR WALL - 36" BOBRICK B-6806-36 CFCI

1B GRAB BAR - SIDE WALL BOBRICK B-6806-42 CFCI

1C GRAB BAR - VERTICAL - 18" BOBRICK B-6806-18 CFCI

1D GRAB BAR - SIDE WALL - 15" BOBRICK B-6806-15 CFCI

1E GRAB BAR - CONTROL WALL - 21" BOBRICK B-6806-21 CFCI

1F GRAB BAR - CONTROL WALL - 27" BOBRICK B-6806-27 CFCI

1G GRAB BAR - SIDE WALL - 33" BOBRICK B-6806-33 CFCI

2A ROBE HOOK - 5'-6" A.F.F. BOBRICK B-76717 CFCI

2B ROBE HOOK - 4' A.F.F. BOBRICK B-76717 CFCI

3A FRAMED MIRROR - 24" X 36" BOBRICK B-290 CFCI

3B OVAL MIRROR - 24" X 32" GATCO 1801 CFCI

3F CHANNEL FRAMED MIRROR - 24" X 72" REF. SPECS. REF. SPECS. CFCI

4A CURTAIN ROD - 36" BOBRICK B-6047 CFCI

4B CURTAIN ROD - 60" BOBRICK B-6047 CFCI

5A PHENOLIC FOLDING ROLL-IN SHOWER SEAT BOBRICK B-5193 CFCI

5B PHENOLIC FOLDING TRANSFER SHOWER SEAT BOBRICK B-5181 CFCI

6 TOWEL BAR - 18" BOBRICK B-674 CFCI

7 TOILET TISSUE DISPENSER - - OFCI

8 PAPER TOWEL DISPENSER - - OFCI

9 WALL-MOUNTED SOAP DISPENSER - - OFCI

10 SHOWER CURTAIN - 48" X 72" - - OFCI

11 FOLD-DOWN PURSE SHELF BRADLEY 790 CFCI

1/4" = 1'-0" B5MULTI-PURP PUBLIC

RESTROOMS - TLT/SINK 1/4" = 1'-0" B2

GARDENRESTROOMS - SIDE

1/4" = 1'-0" B3GARDEN

RESTROOMS - TLT/SINK


BATHROOM - DOOR WALL 1/4" = 1'-0" A5

STAFF APARTMENTBATHROOM - SHOWER

GENERAL ELEVATION NOTES:

REVISIONS

NO DESCRIPTION DATE

1 ADD 002 03-08-19

A

3.5

Z.9

K2

F3

F3

F3F2

K2

B3C

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

3/8

"

8 1

/2"

6 1

/2"

8 3

/4"

3

B

B3C

L2

F3F3

F3

F3

F0

10

1/4

"1

'-2

"6

"

015

4'-5 3/4"

DOOR

3

K K.1

F3

F3

F3

F0

1'-9 5

/8"

A3

K

3.5

K.1

F3

F3

F3 F3

F3

3 1/4" 8 1/4"

6 5

/8"

9"

A

3.5

Z.9

F3

F3

F3 ? S3C

K2K2

11 3/4" 1'-10 1/8" 2'-1"

5 1

/2"

7 7

/8"

11

3/8

"9

"

F3

F3

AZ.9

F3

F1

K2

K2

K2

9 3/8" 1'-3 1/8"

2.5

4

E

F0

F0

F0

F3 F3

K6

K2

1'-8 1

/2"

5

F1 1 5

/8"

7/8

"

5

F1

K.1

K2

K2

K2

F3

2.5

2'-0

"

3 1/4" 6 7/8"

1

L

F3

F39

"

9"

2.5

5

1 5

/8"

7/8

"

F1

019c

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PLAN DETAILS

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019

1 1/2" = 1'-0" B1COLUMN Z.9/3.5 - GARDEN FLOOR

1 1/2" = 1'-0" A1COLUMN B/3

1 1/2" = 1'-0" E2COLUMN K/3 1 1/2" = 1'-0" E4COLUMN K.1/3.5

1 1/2" = 1'-0" C1COLUMN Z.9/3.5 - FIRST FLOOR

1 1/2" = 1'-0" E1COLUMN Z.9/2.5

1 1/2" = 1'-0" A3COLUMN E/40 1'6"3"

0 1'6"3"

0 1'6"3"

0 1'6"3"0 1'6"3"0 1'6"3"

0 1'6"3"

1 1/2" = 1'-0" C3INFILL @ STORM ROOM AREAWAY 1 1/2" = 1'-0" C6INFILL @ STORM ROOM ANTE-ROOM

0 1'6"3"0 1'6"3"

1 1/2" = 1'-0" B4TYP. LARGE INTERIOR PILASTER 1 1/2" = 1'-0" B3TYP. SMALL INTERIOR PILASTER

1 1/2" = 1'-0" C4INFILL @ STORM ROOM ANTE-ROOM REVISIONS

NO DESCRIPTION DATE

1 ADD 002 03-08-19

4" PUSH SIDE

1'-0"

MIN PULL SIDE

1'-6"

DOOR SWING

TYP. LATCH SIDETYP. HINGE SIDE

HOLLOW METAL CASED OPENING BEYOND

FINISH FLOOR

BASE TRACK, REF. SPECS

ANCHOR CLIPS AT DOORS WIDER THAN 5'-0"

SEALANT EACH SIDE

HOLLOW METAL CASED OPENING

1/2" 1/2"

REFER TO WALL TYPESVARIES

ANCHOR CLIPS AT DOORS WIDER THAN 5'-0"

SEALANT EACH SIDE

HOLLOW METAL CASED OPENING

1/2" 1/2"

DOOR TRACK, REF. SPECS

REFER TO WALL TYPESVARIES

CLEAR ANNOD. EXTRUDED ALUM. FASCIA ANGLE, ALIGNED WITH ROOM-SIDE OF FRAME

JAMB

HEAD

REF. PLAN

ALUM. STOREFRONT FRAMING

HEAD STUD

GYP. BD.

REF. PLAN

DBL. JAMB STUD

GYP. BD.


SHIM WITH CONT BACKER ROD AND SEALANT ON BOTH SIDES

1/4" REVEAL JT PROVIDE GALV STL "J" MOLD AT GYP BD TERMINATION



3 1/2"

JAMB

REF. PLAN

SEALANT

H.M. FRAME

JAMB ANCHOR

DBL. JAMB STUD

HEAD

REF. PLAN

SEALANT

H.M. FRAME

HEAD ANCHOR

HEAD STUD

GYP. BD.REF. PARTITION TYPE FOR QTY.

GYP. BD.REF. PARTITION TYPE FOR QTY.

DOOR TYPE:REF. DOOR TYPES, SHEET A602

DOOR/FRAME MATERIAL:HM = HOLLOW METALWD = WOODAL = ALUMINUM

DOOR/FRAME FINISH:PT = PAINTED, FIELD APPLIEDTR = TRANSPARENT FINISH, FACTORY APPLIEDFAC = FACTORY FINISH

FRAME TYPES:REF. FRAME TYPES, SHEET A602

HDWR GROUP.:REF. DOOR HARDWARE IN SPECIFICATIONS

PAINT INTERIOR DOOR FRAMES PT2 U.N.O.

1. INSULATED DOOR. FRAME HEIGHT AND WIDTH OR AS REQUIRED TO ALIGN WITH BRICK COURSING.

2. BYPASS SLIDING DOOR 3. ACCESS PANEL4. PAIR OF EXISTING BEDROOM DOORS TO BE REFURBISHED. REPLACE PANELS

WITH GLASS TYPE 2. MOUNT ON BARN DOOR HARDWARE AS SPECIFIED.5. PAIR OF DOORS WITH 3'-0" ACTIVE LEAF AND 2'-0" INACTIVE LEAF.6. PAINT DOOR AND FRAME TO MATCH ADJACENT WALL FINISH COLOR

1

ADD 002

1

ADD 002

JAMB

HEAD

REF. PLAN


HEAD STUD

GYP. BD.

RE

F. P

LA

N DBL. JAMB STUD

GYP. BD.








WOOD ON 2X4 FRAMING

WOOD WALL BASE

1

EXISTING CONCRETE BEAM & STEEL LINTEL

REPLACED FACE BRICK

STEEL LINTEL, REF. STRUCT

7 1/4" 4 7/8" 4 7/8"

7/8"

M.O

.

F.S

.1

/4"

1/4

"

1

VAPOR PERMEABLE AIR BARRIER

CORNER BEAD,EACH SIDE.

DOOR TRACK, REF. SPECS REFER TO WALL TYPES

VARIES

CLEAR ANNOD. EXTRUDED ALUM. FASCIA ANGLE, ALIGNED WITH ROOM-SIDE OF FRAME

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A601

DOOR & FRAMESCHEDULE

AB

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019

DOOR AND FRAME SCHEDULE

DOOR NO.

FROMROOM:

NUMBERTO ROOM:NUMBER

TO ROOM:NAME

S=SINGLEP=PAIR

OPENING DIMENSION DOOR FRAMEGLASSTYPE

DETAILFIRE

RATINGHDWR

GROUP NOTESWIDTH HEIGHT TYPE MAT FINISH TYPE MAT FINISH JAMB HEAD SILL

GARDEN

002 EL1 002 BIZ S 2' - 9" 7' - 0" FG AL FAC A2 AL FAC 2 A1/A601 A1/A601 - 09

003 EL1 003 TLT S 3' - 0" 7' - 0" F WD TR S1 HM PT - A2/A601 A2/A601 - 21

005 004 005 TLT S 3' - 0" 7' - 0" F WD TR S1 HM PT - A2/A601 A2/A601 - 21

006 004 006 RA WKRM S 3' - 0" 7' - 0" F WD PT S1 HM PT - A2/A601 A2/A601 - 14 6

007 007 004 CORR S 3' - 0" 7' - 0" F HM PT S1 HM PT - A2/A601 A2/A601 - 15 6

008 008 004 CORR S 3' - 0" 7' - 0" F HM PT S1 HM PT - A2/A601 A2/A601 - 20 6

009 009 VEST S 3' - 0" 7' - 2" DG AL FAC A1 AL FAC 6 D2/A612 C2/A612 - 02

010 004 010 STAFF APT S 3' - 0" 7' - 0" F WD TR S1 HM PT - A2/A601 A2/A601 45 22

010A 010 010A BED S 3' - 0" 7' - 0" F WD TR S1 HM PT - A2/A601 A2/A601 - 23

010A.1 010A 010A.1 CLOSET P 6' - 0" 7' - 0" F WD TR S1 HM PT - B3/A601 C3/A601 A3/A601 - 27 2

010B 010 010B BED S 3' - 0" 7' - 0" F WD TR S1 HM PT - A2/A601 A2/A601 - 23

010B.1 010B 010B.1 CLOSET S 4' - 0" 7' - 0" F WD TR S1 HM PT - B3/A601 C3/A601 A3/A601 27 2

010C 010 010C BATH S 3' - 0" 7' - 0" F WD TR S1 HM PT - A2/A601 A2/A601 - 24

010E 010 010E CLO. S 2' - 0" 7' - 0" F WD TR S1 HM PT - A2/A601 A2/A601 - 26

012 EL1 012 LAUNDRY S 3' - 0" 7' - 0" FG AL FAC A3 AL FAC 2 A1/A601 A1/A601 - 07

014 EL1 014 CORR P 6' - 0" 7' - 0" F WD PT S1 HM PT A2/A601 A2/A601 90 10 6

015 014 015 CORR P 6' - 0" 7' - 0" F WD PT S1 HM PT A2/A601 A2/A601 90 10 6

016 015 016 MULTI-PURP S 3' - 0" 7' - 0" F WD TR S2 HM PT - 90 19

016A 016 016A TLT S 3' - 0" 7' - 0" F WD TR S1 HM PT - A2/A601 A2/A601 - 24

016B 016 016B STOR. S 3' - 0" 7' - 0" F HM PT S1 HM PT - A2/A601 A2/A601 - 24 6

017 017 VEST S 3' - 0" 7' - 2" DG AL FAC A1 AL FAC 6 D2/A612 C2/A612 - 04

018a EL1 018 MECH P 5' - 0" 7' - 0" F HM PT S1 HM PT A2/A601 A2/A601 16 5

018B 021 018 MECH S 3' - 8" 7' - 2" F HM PT S1 HM PT - D2/A601 - 01 1, 6

019a EL1 019 STORM RM S 3' - 0" 7' - 0" F HM PT S1 HM PT - A2/A601 A2/A601 - 05 6

019b S2 019 STORM RM S 3' - 0" 6' - 8" F HM PT S1 HM PT - A2/A601 A2/A601 90 06 6

019c 019 STORM RM S 2' - 0" 3' - 0" F HM PT - HM PT - 3

020 EL1 020 DATA S 3' - 0" 7' - 0" F HM PT S1 HM PT - A2/A601 A2/A601 - 15 6

S2 EL1 S2 STAIR 6' - 0" 8' - 0" F WD PT S1 HM PT - A2/A601 A2/A601 11 6

ENTRY LEVEL

101 101 FOYER S 3' - 6" 7' - 0" DG AL FAC A4 AL FAC 4 D2/A612 C2/A612 - 04

1ST FLOOR

104A 104 104A MAIL S 3' - 0" 7' - 0" F WD PT S1 HM PT - A2/A601 A2/A601 - 14 6

105A 104 105 OFFICE S 3' - 6" 7' - 2" FG AL FAC A6 AL FAC 2 28 2

105B 105 103 CORR S 4' - 0" 7' - 2" FG AL FAC A7 AL FAC 2 28 2



109 103 109 MTG/STUDY S 3' - 0" 7' - 0" FG A8 2 -

110A 110 110A CUST S 3' - 0" 7' - 0" F HM PT S1 HM PT - A2/A601 A2/A601 - 15 6

110a 103 110 KITCHEN S 3' - 0" 7' - 0" DG AL FAC A10 AL FAC 2 A1/A601 A1/A601 - 08

110b 103 110 KITCHEN P 5' - 0" 6' - 8" None 28 4

112 112 FOYER S 3' - 6" 7' - 0" DG AL FAC A5 AL FAC 4 D2/A612 C2/A612 - 03

115 114 115 CUST. S 3' - 0" 7' - 0" F HM PT S1 HM PT - A2/A601 A2/A601 - 15 6

116 114 116 CORR S 3' - 0" 7' - 0" F WD TR S1 HM PT - A2/A601 A2/A602 20 25

117 116 117 RA S 3' - 0" 7' - 0" F WD TR S1 HM PT - A2/A601 A2/A602 20 22

118 116 118 TLT S 3' - 0" 7' - 0" F WD PT S1 HM PT - A2/A601 A2/A601 20 21 6

120 119 120 2 BED S 3' - 0" 7' - 0" F WD TR S1 HM PT - A2/A601 A2/A602 20 22



124 116 124 TRASH S 3' - 0" 7' - 0" F HM PT S1 HM PT - A2/A601 A2/A601 20 18 6



127 116 127 BATH S 3' - 0" 7' - 0" F WD PT S1 HM PT - A2/A601 A2/A601 20 21 6



S3-01 102 S3-01 STAIR S 3' - 0" 7' - 0" F WD PT S1 HM PT - A2/A601 A2/A601 90 13 6


2ND FLOOR


203 201 203 2 BED - ADA S 3' - 0" 7' - 0" F WD TR S1 HM PT - A2/A601 A2/A602 20 22







209A 209 209A MECH. P 5' - 0" 7' - 0" F HM PT S1 HM PT - A2/A601 A2/A601 6














227 201 227 CUST S 3' - 0" 7' - 0" F HM PT S1 HM PT - A2/A601 A2/A601 20 15 6









3RD FLOOR


303 301 305 BATH S 3' - 0" 7' - 0" F WD PT S1 HM PT - A2/A601 A2/A601 20 6







309A 309 309A MECH. P 5' - 0" 7' - 0" F HM PT S1 HM PT - A2/A601 A2/A601 6























4TH FLOOR




405 405 401 CORR S 3' - 0" 7' - 0" F WD PT S1 HM PT - A2/A601 A2/A601 20 21 6

406 406 401 CORR S 3' - 0" 7' - 0" F WD PT S1 HM PT - A2/A601 A2/A601 20 21 6



















429 401 429 EL. EQ. S 3' - 0" 7' - 0" F HM PT S1 HM PT - A2/A601 A2/A601 90 17 6

S3-04 S3-04 401 CORR S 3' - 0" 7' - 0" F WD PT S1 HM PT - A2/A601 A2/A601 90 12 6

S4-04 S4-04 401 CORR S 3' - 0" 7' - 0" F WD PT S1 HM PT - A2/A601 A2/A601 90 12 6

1 1/2" = 1'-0" C2TYPICAL INTERIOR DOOR

3" = 1'-0" A3CLOSET SILL DETAIL

3" = 1'-0" B3CLOSET JAMB DETAIL

3" = 1'-0" C3CLOSET HEAD DETAIL

3" = 1'-0" A1INT. ALUM. HEAD/JAMB 3" = 1'-0" A2INT. H.M. HEAD/JAMB TYP

DOOR AND FRAME KEY

DOOR SCHEDULE NOTES

3" = 1'-0" C1SLIDING ALUM. HEAD/JAMB

3" = 1'-0" D2MECH. DOOR HEAD

REVISIONS

NO DESCRIPTION DATE

1 ADD 002 03-08-19

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

3" = 1'-0" E1BARN DOOR HEAD

1

RE

F. S

CH

.

REF. SCH.

F-FLUSH

RE

F. S

CH

.

5"VARIES

5"

10"

VA

RIE

S5

"

FG - FULL GLASS

RE

F. S

CH

.

5"VARIES

5"

10"

2'-2 3

/4"

6 1

/2"

VA

RIE

S5

"

DG - DOUBLE GLASS

RE

F. S

CH

.

BD - BARN DOOR

6'-8

"

22

22

RE

F. S

CH

.2

"

2"REF. SCH.

2"

S1

RE

F. S

CH

.2

"

2"REF. SCH.

2"

2'-0" 2"

S2

B

DOOR OPENING

2'-5" 2'-5 3/8" 3'-0"

7'-10 3/8"

FIN. FLR.

7'-2

"AA

A1

A601

D1

A741

D1

A613

A3

A613

28

'-3

1/2

" F

.S.

28

'-5

3/8

" M

.O.

8'-8" M.O.

8'-3 1

/4"

1'-10

"8

'-2

"1

'-10

"8

'-4 1

/8"

8'-7" F.S.

2'-11" 2'-10" 2'-11"

EEE

EEE

EEE

FFF

FF F

A1

A613

GENERAL NOTES1. OVERALL UNIT DIMENSIONS INDICATE ROUGH

OPENING, VERIFY IN FIELD.2. STOREFRONT FRAMES ARE 2" X 4 1/2" UNLESS

OTHERWISE INDICATED.3. CURTAINWALL FRAMES ARE 2 1/2" X 6" UNLESS

OTHERWISE INDICATED.4. SAFETY GLASS PROVIDED IN ACCORDANCE WITH IBC CHAPTER 24.5. GLAZING MARKS OVERRIDE HATCH PATTERNS, REF.

GLASS SCHEDULE FOR GLAZING TYPES.6. REF. INT. ELEVATIONS FOR GLAZING FILM

LOCATIONS.7. LIMIT CLEAR OPENING OF VENTED WINDOW, WHEN

FULLY OPENED, TO 8".8. FIELD VERIFY EXISTING OPENINGS FOR NEW WINDOWS

DOOR OPENING

FIN. FLR.

7'-4

"

3'-4"

D2

A612

2

A612

FIN. FLR.

DOOR OPENING

EE

D

EE

7'-1

"

10"

1'-8

" 2"

4'-5

"

EQEQ

FIELD VERIFY

6'-6" +/-

1

FIN. FLR.

DOOR OPENING

EE

D

EE

FIELD VERIFY

6'-10" +/-

EQEQ

7'-1

"

4'-5

"

2"

1'-8

"1

0"

FIE

LD

VE

RIF

Y

1

DOOR OPENING

A

FIN. FLR.

7'-2

"

8'-0 1/4"

C1

A601

DOOR OPENING

A

FIN. FLR.

7'-2

"

V.I.F.

9'-2"

C1

A601

1

DOOR OPENING

FIN. FLR.

A

A1

A601

4'-6"

3'-3" 1'-3"

DOOR OPENING

FIN. FLR.

A

7'-2

"

V.I.F.

4'-9 7/8"

B1

A731

A1

A601

1

8'-6" M.O.

5'-8 1

/2"

M.O

.2

'-1

"

5'-8

" F

.S.

8'-5 1/2" F.S.

EQEQEQ

A4

A612

C4

A612

B4

A612

TYP

TYP

TYP

2'-1

"

3' 11 1/2" F. S.

4'-0" M.O.

5.1

13.1

13.1

H

G

A5

A612

B5

A612

C5

A612

13.1

FIXED SASH @ RM. 125

3' 11 1/2" F. S.

4'-0" M.O.

3'-11

1/2

" F

.S.

4'-8 1

/2"

4'-3"

M.O

.

C4

A612

B4

A612

D5

A612

TYP

TYP

TYP

IN N. WDW OF MECH. RM. 018, REPLACE TOP SASH PANE WITH 1" THK. INSULATING PANEL

8'-5 1/2" F.S.

8'-6" M.O.

4'-7 1

/2"

F.S

.

4'-0 1

/2"

4'-11

" M

.O.

FIXED SASH @ LAUNDRY 012

3'-11 1/2" F.S.

4'-0" M.O.

4'-11

1/2

" F

.S.

5'-3"

M.O

.3

'-8 1

/2"

5'6

1/4

" F

.S.

5'-6 5

/8"

M.O

.2

'-0

"

2'-7 1/2" F.S.

2'-8" M.O.

C1

A612

A1

A612

B1

A612

H

TYP

TYP

TYP

5'-8

" F

.S.

2'-11 1/2" F.S.

3'-0" M.O.

5'-8 1

/2"

M.O

.2

'-0 1

/2"

G

5'-0"

M.O

.2

'-0

"

4'-11

1/2

" F

.S.

1'-11 1/2" F.S.

2'-0" M.O.

H

2'-7 1/2" F.S.

2'-8" M.O.

5'-8

" F

.S.

5'-8 1

/2"

M.O

.2

'-1 1

/4"

1'-11 1/2" F.S.

2'-0" M.O.

5'-7 1

/2"

F.S

.

5'-8"

M.O

.2

'-0

"

B2

A612

A2

A612

C2

A612

3'-8

"3

'-0"

M.O

.

9'-5 9/16" M.O.

9'-3 1/2" F.S.

2'-11

1/2

" F

.S.EQ 3'-0" EQ

FIN. FLR.

3'-0" M.O.

5'-7

"

3'-4 1

/2"

5'-7"

M.O

.

5'-6 1

/2"

F.S

.

2'-11 1/2" F.S.

5'-3 1

/2"

F.S

.

3'-4 1

/2"

5'-7"

M.O

.

4'-0" M.O.

3'-11 1/2" F.S.

5'-3 1

/2"

F.S

.

8'-6"

8'-5 1/2" F.S.

5'-7"

M.O

.3

'-4 1

/2"

8'-6"

4'-11

1/2

" F

.S.

5'-3"

M.O

.3

'-8 1

/2"

8'-5 1/2" F.S.

4'-0"

4'-11

"

4'-11

" M

.O.

4'-0 1

/2"

4'-7 1

/2"

F.S

.

3'-11 1/2" F.S.

8'-6"

4'-7"

M.O

.4

'-4 1

/2"

4'-3 1

/2"

F.S

.

8' 5 1/2" F.S.

8'-6"

3'-1

"4

'-8 1

/2"

M.O

.

8'-5 1/2" F.S.

4'-8

" F

.S.

8'-6"

2'-11

5/8

"4

'-9 7

/8"

M.O

.

8'-5 1/2" F.S.

4'-9 3

/8"

F.S

.

1040 V

erm

ont

Law

rence, K

ansas 6

6044

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e: 785.8

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42.7

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CURTAINWALL, WINDOW,& STOREFRONT TYPES

AB

IGA

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OR

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HA

LL

RE

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66801

02/0

8/2

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1/4" = 1'-0"

DOOR TYPES 1/4" = 1'-0"

HOLLOW METAL FRAME TYPES

A2

C1

ALUMINUM STOREFRONT FRAME TYPES1/4" = 1'-0"

A1A4

GLAZING TYPESA GL-2 - 1/4" CLEAR TEMPERED FLOAT GLASS

B FRRG-1 - 90 MINUTE FIRE RESISTANCE RATEDGLAZING

C GL-4 - 1" INSULATED GLASS UNIT, TYP. U.N.O.

D GL-4 - 1" INSULATED GLASS UNIT W/ FILM

E GL-5 - 1" INSULATED TEMPERED GLASS UNIT

F GL-6 - 1" INSULATED SPANDREL GLASS

G GL-7 - 1" INSULATED OBSCURED GLASS UNIT

H GL-8 - 1" INSULATED ACOUSTICAL GLASS UNIT

A5A6A7 A3A10

W10

ALUMINUM WINDOW TYPES - GARDEN FLOOR1/4" = 1'-0"

W13

W1W2W3

W20 W12W21 W15W22

A11

W13.1W13.2

W20.1W21.1

W4W5W6W7W8W9

W11W14

ALUMINUM WINDOW TYPES - TYPICAL FLOOR1/4" = 1'-0"

CURTAINWALL TYPES1/4" = 1'-0"

ALUMINUM WINDOW TYPES - ADDITIONS1/4" = 1'-0"

#

W12.1

REVISIONS

NO DESCRIPTION DATE

1 ADD 002 03-08-19

98059805

9805

3.5

07 6200.G

04 2000.V

05 5000.K

06 1000.G

05 4000.A

07 2726.B

04 2000.BB

04 2000.G

07 2726.A

7 1/8" 3 1/2" 4"

3.5

07 2726.B

04 2000.V

07 6200.G

05 5000.K

06 1000.G

05 4000.A

04 2000.BB

04 2000.G

07 2726.A

7 1/2" 3 1/2" 3 5/8"

08 5113.B

08 5113.A

1/4

"

M.O

.

F.S

.

3.5

BRICK INSET 1" @ 4TH FLOOR SILL / 3RD FLOOR HEAD

1/2" 7 1/8" 3 1/2" 4"

12 3661.16.A"

07 9200.A07 9200.A

08 5113.A

08 5113.B

07 6200.G

06 1000.G

07 2726.A

04 2000.G

1/4

"F

.S.

M.O

.

2"

1

3.5

07 2726.B

04 2000.V

07 6200.G

05 5000.K

06 1000.G

05 4000.A

04 2000.BB

1/4

"

M.O

.

F.S

.

7 1/8" 3 1/2" 5"

3.5

09 2900.L

08 5113.A

08 5113.B

07 9200.A

06 1000.G

07 2726.A

04 2000.G

4"3 1/2"7 1/8"

1/4

"

M.O

.

F.S

.

L

07 2726.B

04 2000.V

07 6200.G

05 5000.K

06 1000.G

05 4000.A

07 2726.A

04 2000.G

04 2000.BB

08 4113.A

07 9200.A

09 2900.L

10 1/8" 4 1/2" 6"

M.O

.

F.S

.1

/4"

L

09 2900.L

07 9200.A

08 4113.A

07 2726.A

06 1000.G

04 2000.G

1/4

"F

.S.

M.O

.

10 1/8" 4 1/2" 6"

L3 1/2" 6 5/8" 4 1/2" 6"

12 3661.16.A"

07 9200.A

08 4113.A

07 2726.A

06 1000.G

04 2000.G

07 6200.G

07 9200.A

07 2726.A

F.S

.

M.O

.

1/4

"

1

1/2" 8 1/2"

EXISTING MASONRY OPENING

FACE BRICK-TO REMAIN; E,W-REPLACE; N,S

06 1000.G

07 9200.A

08 5113.B

08 5113.A

12 3661.16.A"

M.O

.

F.S

.

3 1

/2"

1

1 1

/2"

1/2" 8 1/2" 3 1/2" 4"



06 1000.G

07 9200.A

08 5113.B

08 5113.A

12 3661.16.A"

07 6200.G

1/4

"

M.O

.

F.S

. 1

1



06 1000.G

07 9200.A

08 5113.B

08 5113.A

09 2900.L

8 1/2" 3 1/2" 4"

1/4

"

M.O

.

F.S

.

07 9200.A

3.5/ A501D1

PLAN/RCP

REF.

07 6200.G

04 2000.V

05 5000.K

06 1000.G

05 4000.A

07 2726.B

04 2000.BB

04 2000.G

07 2726.A

08 5113.B

08 5113.A

09 2900.L

07 9200.A

3 1/2" 4"



STEEL LINTEL-REF. DEMO ELEVATIONS FOR EXISTING TO REMAIN, REPLACEMENT, OR NEW CONDITION

06 1000.G

07 9200.A

08 5113.D

08 5113.A

09 2900.L

8 1/2" 3 1/2" 4"

7/8"

M.O

.

F.S

.1

1/2

"



STEEL LINTEL

06 1000.G

07 9200.A

X2

08 5113.D

08 5113.A

8 1/2" 3 1/2" 4"

M.O

.

F.S

.1

1/2

"

8 1/2" 3 1/2" 4"



06 1000.G

07 9200.A

08 5113.B

08 5113.A

07 6200.G

1/4

"

M.O

.

F.S

.



06 1000.G

07 9200.A

X2

08 5113.B

08 5113.A

8 1/2" 3 1/2" 4"

1/4

"

M.O

.

F.S

.

07 9200.A

09 2900.L

07 9200.A

08 4113.A

07 2726.A

06 1000.G

04 2000.G

1/4"

F.S.

M.O.

4"

6 1

/8"

4 1

/2"

6"

2.5

1/4"

F.S.

M.O.

1040 V

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Law

rence, K

ansas 6

6044

Offic

e: 785.8

42.4

858

Fax: 785.8

42.7

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STOREFRONT & WINDOWDETAILS

AB

IGA

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OR

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1500 M

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66801

02/0

8/2

019

WINDOW HEAD - 3RD FLOOR

3" = 1'-0" C1WINDOW HEAD - 1ST FLOOR

3" = 1'-0" A1WINDOW SILL

WINDOW HEAD - 2ND FLOOR

3" = 1'-0" B1WINDOW JAMB

3" = 1'-0" C2STOREFRONT HEAD

3" = 1'-0" B2STOREFRONT JAMB

3" = 1'-0" A2STOREFRONT SILL

3" = 1'-0" D5WINDOW SILL - GDN. FL. REPLACEMENT

3" = 1'-0" A4WINDOW SILL - REPLACEMENT

3" = 1'-0" B4WINDOW JAMB - REPLACEMENT

3" = 1'-0" E5WINDOW HEAD - 4TH FLOOR

3" = 1'-0" C4WINDOW HEAD - REPLACEMENT

KEYNOTES

04 2000.BB WEEP / VENT

04 2000.G FACE BRICK

04 2000.V FLEXIBLE FLASHING

05 4000.A COLD-FORMED LOAD BEARING STEELFRAMING

05 5000.K LOOSE STEEL LINTEL

06 1000.G PLYWOOD BLOCKING PANEL

07 2726.A FLUID-APPLIED MEMBRANE AIR BARRIER

07 2726.B AIR BARRIER ACCESSORY

07 6200.G FORMED WALL FLASHING / TRIM

07 9200.A JOINT SEALANT

08 4113.A ALUMINUM-FRAMED STOREFRONT

08 5113.A ALUMINUM WINDOW

08 5113.B SUBSILL / RECEPTOR

08 5113.D ALUMINUM TRIM

09 2900.L CORNER / EDGE BEAD

12 3661.16.A" SOLID SURFACE COUNTERTOP

3" = 1'-0" C5WINDOW HEAD - 13.1 REPLACEMENT

3" = 1'-0" A5WINDOW SILL - 13.1 REPLACEMENT

3" = 1'-0" B5WINDOW JAMB - 13.1 REPLACEMENT

3" = 1'-0" D2STOREFRONT DOOR JAMB

REVISIONS

NO DESCRIPTION DATE

1 ADD 002 03-08-19

1

STATE OF KANSAS CONSTRUCTION PROJECT NO. A ......Sheet A411, the dimensions on the Enlarged Bathroom...

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Transcript of STATE OF KANSAS CONSTRUCTION PROJECT NO. A ......Sheet A411, the dimensions on the Enlarged Bathroom...