Mid-Continent University-Advantage Page 1 of 6 · Mid-Continent University-Advantage Page 1 of 6 Riley Architect Services, PLLC ... smaller piping. DRAWINGS: ... doors, Mid-Continent

Mid-Continent University-Advantage Page 1 of 6 Riley Architect Services, PLLC Architect Project Number: 09009 August 19, 2011

Addendum Number 3 August 19, 2011 Overview This addendum, consisting of twenty-seven (27) pages of text and four (4) drawing sheets, for a total of thirty-one (31) pages, is hereby made a part of the Contract Documents dated May 16, 2011, as though originally included therein. The addendum contains the following: Instructions (Additions, Deletions, & Clarifications) 6 pages Specification 004213 (Form of Proposal) 4 pages Specification 076200 (Sheet Metal Flashing & Trim) 4 pages Specification 096513 (Resilient Base & Accessories) 5 pages Specification 232113 (Hydronic Piping) 8 pages Fire Hydrant Detail 1 drawing sheet Sheet C6.0 (Utility Plan) 1 drawing sheet Sheet S6.2 (Column Connections) 1 drawing sheet Sheet P3.01 (General Notes, Details, Schedules) 1 drawing sheet Total pages 31 pages SPECIFICATIONS:

1. Reference: Section 012100 (Allowances), Part 3.3 (Schedule of Allowances): Add ‘C. Lump Sum Allowance: Include the sum of $8500.00 for the Bronze Decal Floor Inlay indicated on Sheet A101.’

2. Reference: Section 042000 (Unit Masonry), Part 2.2 (Concrete Masonry Units), Sub-part D (CMUs): Delete ‘Lightweight’ and replace with ‘Normal Weight Block’.

3. Reference: Specification Section 076100 (Metal Roofing), Part 2 (Products): Add note: ‘Approved manufacturers include the following: DMI Inter-Lock IL20. All substituted products must comply equally or exceed the original specified products.’

4. Reference: Section 076200 (Sheet Metal Flashing and Trim): Delete Section 076200 and replace with revised Section 076200 included herein.

5. Reference: Section 075423 (TPO Roofing), Part 2.3 (Auxiliary Materials), sub-

part I (Coping System): Add note: ‘Basis for design: Johns Manville Presto Lock Coping System, .050-inch thick aluminum, Kynar 500 finish to be selected by Architect from manufacturers standard options.’


6. Reference: Section 075423 (TPO Roofing), Part 3.3 (Insulation Installation):

Delete sub-part C (Cant Strips) and replace with ‘C. Insulation Cant Strips: Use manufacturers approved details.’

7. Reference: Section 075423 (TPO Roofing), Part 3.3 (Insulation Installation): Delete sub-part I.

8. Reference: Section 081113 (Hollow Metal Doors and Frames), Part 2.1.A (Manufacturers): Add sub-part ‘3. Ceco’.

9. Reference: Section 087100 (Door Hardware), Part 2.7 (Exit Devices), Sub-part A.1.a: Delete 98/3500 and replace with 98/35A

10. Reference: Section 087100 (Door Hardware), Part 3.8 (Hardware Sets):

a. Delete Set #002 and replace with:

Set #002 Vestibule 6070 1 ¾” Alum x Alum 2 Each Continuous Hinge 112HD CL 83” Alum Ive 2 Each Dummy Push Bar 350 x 360 L – DT 626 VD 2 Each Door Closers 4040 SCUSH x 4040-18PA Alum LCN 2 Each Door Sweeps D608A 36” Alum NGP 1 Each Threshold 896 72” 1/4-20 MS/LA Alum NGP

b. Sub-part Set #006: Change exit device to read ‘98L-BE 06 F Passage’ c. Sub-part Set #007: Delete hinge color 651 and replace with 652.

11. Reference: Section 096513 (Resilient Base and Accessories): Delete Section

096513 and replace with revised Section 096513 included herein.

12. Reference: Section 102113 (Toilet Compartments): Clarification: Toilet partitions shall be installed as specified in this section and not as called out on the drawings.

13. Reference: Section 232113 (Hydronic Piping): Add Specification Section included herein.

a. Clarification: Copper piping will be acceptable for above-ground, 2” and smaller piping.

DRAWINGS:

1. Reference: Bid Alternate Plan (Sheet G005), Bid Alternate #4: Add note: ‘Included in the deductions of Alternate #4 are the finishes, internal walls, doors,


and hardware associated with Rooms 129 and 130. Contractor is to provide sound batts in the walls that separate Rooms 134, 135 and 1A from the area indicated by Alternate #4.’

2. Reference: Bid Alternate Plan (Sheet G005), Bid Alternate #5: Delete note 5a.

and replace with ‘5a. Clarification to Sheet C2.0 Alternate and Pavement Notes: Include only the 5 alternates described in the form of proposal. Include heavy duty asphalt pavement as the base bid throughout the circle area. To give the owner an option for stamped concrete in the circle area, provide a per square foot unit price for this item on the form of proposal.’

3. Reference: Site Plan (Sheet C2.0): Add note: ‘The dumpster area is shown for reference only. The City of Paducah Public Works will provide the actual dumpster.’

4. Reference: Site Plan (Sheet C2.0): Clarification: The site steps with railing up to the loading dock will require seven (7) risers.

5. Reference: Drainage Plan (Sheet C4.0): Revision: Change size of Pipe 1 from 15” to 12”. Change size of Structure 1 from 15” sloped and flared headwall to a 12” sloped and flared headwall.

6. Reference: Utility Plan (Sheet C6.0): Delete Sheet C6.0 and replace with Sheet C6.0 included herein.

7. Reference: Water Details (Sheet C7.4): Delete General Note #4 and replace with ‘4. All pipe shall be class 51 ductile iron pipe with a bituminous coal tar exterior coating and cement lining, all pipe connections shall be mechanical joint.’

8. Reference: Water Details (Sheet C7.5): Delete the Fire Hydrant Detail and replace with the Fire Hydrant Detail included herein.

9. Reference: Large Scale Sign Details (Sheet AS102), #3 (Entrance Column Section) and #6 (I-24 Column Section): Delete ‘387.5 West Side 388 East Side’ and replace with ‘Varies’.

10. Reference: Large Scale Sign Details (Sheet AS102), #5 (I-24 Ret. Wall & Sign Section): Delete ‘417.34’ and replace with ‘Varies’.

11. Reference: Main Floor Plan (Sheet A101): Add General Note: ‘Contractor to

provide portable fire extinguishers every 75’ of travel distance and as required by Section 906 of the International Fire Code. Confirm actual locations with Architect.’


12. Reference: Main Floor Plan (Sheet A101): Add General Note: ‘Refer to Structural drawings for information on loading dock located at Grid Lines 1 & C.’

13. Reference: Floor Plans (Sheets A101 & A102): Add note: ‘Refer to Building Elevations for all locations of Masonry Pilasters.

14. Reference: Floor Plans (Sheets A101, A102, & A103): Add note: ‘Wall types at

plumbing walls will have varying cavity thicknesses. The cavity is to be constructed of two 3 5/8” (20 ga.) steel studs @ 16” O.C. The following wall cavity thickness shall be required unless noted otherwise: 12” minimum where one side of the wall has toilet fixtures, 17” minimum where both sides of the wall have toilet fixtures.’

15. Reference: Exterior Elevations (Sheets A301 & A302), Keynote #7: Delete word ‘exposed’ and replace with ‘visible’.

16. Reference: Stair Section & Details (Sheet A402), Detail 7 (Stair Section): Add note: ‘Horizontal Cast Stone Band located approximately 8’ above grade (indicated in Building Elevations) shall be 3 5/8” high with depth to match window surrounds.’

17. Reference: Roof Plan (Sheet A501): Delete crickets that extend out 16’ from parapet wall and replace with crickets that extend out 8’ from wall.

18. Reference: Restroom Elevations (Sheets A601 & A602):

a. Add note: ‘18” Vertical grab bars shall be installed within accessible stalls (1 ½” heavy duty stainless steel, with exposed mounting). The vertical grab bar shall be mounted on the side wall, 40” above the finished floor and the centerline shall be 40” from the rear wall surface (see Section 604.5.1, ICC/ANSI A117.1-2003).’

b. Clarification: Where a conflict exists between the Interior Elevations and the Finish Schedules, the Interior Elevations shall govern.

19. Reference: Exterior Details (Sheet A701): Add General Note: ‘All Structural

Steel indicated on the Architectural Sheets (including lintels) is shown for informational purposes only. Refer to Structural Sheets and specifications for steel requirements.’

20. Reference: Exterior Details (Sheet A701), Detail #6 (Typ. Roof at Parapet): Delete note ‘4 ½” Rigid Insulation’ and replace with ‘Rigid Insulation – refer to Specification for thermal characteristics and thickness. Typical for all roofing applications’.


21. Reference: Door Schedule (Sheet A801), Jamb & Head Types: Add note: ‘All steel framing for head & jamb conditions is to be framed with light gage steel as indicated in the contract documents, U.N.O.’

22. Reference: Structural General Notes (Sheet S0.0), Concrete Masonry General Note #5: Delete ‘Medium Weight’ and replace with ‘Normal Weight’.

23. Reference: Structural Foundation Sections (Sheet S2.1), Detail #2: Clarification: The 2” Granular Base is DGA over 4” of #57 Crushed Stone sub base.

24. Reference: Second Floor Framing Plan (Sheet S3.1), Second Floor Framing Note #7: Delete ‘1/S6.1’ and replace with ‘1/S6.2’.

25. Reference: Third Floor & Low Roof Framing Plan (Sheet S3.2), Third Floor & Low Roof Framing Note #8: Delete ‘1/S6.1’ and replace with ‘1/S6.2’.

26. Reference: Column Connections (Sheet S6.2): Delete Sheet S6.2 and replace with Sheet S6.2 included herein.

27. Reference: Mechanical First Floor Plan (Sheet M1.01), General Mechanical Notes:

a. Note D: Delete ‘ Division 15’ and replace with ‘Division 23’ b. Note J: Delete ‘branch HWS&R lines’ and replace with ‘branch hydronic

lines. c. Note M: Delete ‘Division 15’ and replace with ‘Division 23’ d. Note N: Delete ‘Hydronic hot water, chilled water, hot/chilled water

supply and return, make-up water, steam and condensate drain piping’ and replace with ‘Condenser water supply and return, make-up water and condensate drain piping’.

e. Note T: Delete ‘25’-0” for hospital facilities’ f. Note X: Delete ‘Condensate can be ran to nearest drain line’ and replace

with ‘ Condensate shall be extended to nearest drain or janitor sink’.

28. Reference: Piping Diagram (Sheet M3.01), Geothermal System General Requirements:

a. Second Bullet: Add ‘Refer to Division 23 specifications for additional piping requirements.’

b. Third Bullet: Delete note and replace with ‘Refer to Division 23 specifications for piping in interior of building.’

c. Heat Pump Loop Water Piping Schematic: Add note: ‘inlet and discharge piping connected to pumps P-1, P-2, and P-3 shall be 6-inch size.’

29. Reference Piping Diagram (Sheet M3.01):


a. Clarification: There are 4 typical symbols similar to a valve symbol located just left of bypass. These symbols are intended to represent shut-off valves.

b. Clarification: The piping schematic at pumps do not agree with Detail 10/M5.01. Detail 10/M5.01 shall be the reference for installation of pump, valves, and specialties.

c. Clarification: The strainer indicated on M3.01 is a symbolic representation of a suction diffuser. A suction diffuser is required as indicated in Detail 10/M5.01.

30. Reference: Mechanical Schedules (Sheet M4.01), Water Source Heat Pump Schedule: Delete Remark #3 and replace with ‘Provide hot gas reheat on heat pump units serving the following Classrooms on the First Floor: 108, 109, 110, 114, 121, 122, 123 & 128. Provide associated space humidistat on wall. Provide remaining units with multiple stages or compressors.’

31. Reference: General Notes, Details, Schedules (Sheet P3.01): Delete Sheet P3.01

and replace with Sheet P3.01 included herein.

End of Addendum #3, August 19, 2011.

FORM OF PROPOSAL 01-2500-1 MCU Advantage Building 09009

Page 1 of 4

FORM OF PROPOSAL THIS PROPOSAL SUBMITTED BY _______________________________________________________________________

(Name and Address of Bidder) DATE:__________________________________________________________________ TELEPHONE____________________________________________________________ TO: Mid-Continent University GENTLEMEN: This bidder, in compliance with your Invitation to Bid no. ___________, and having carefully examined the drawings and complete contract documents as defined in Article 1 of the General Conditions, as well as the Specification for the work as prepared by Riley Architect Services, PLLC. Hereby acknowledges receipt of the following Addenda: (list additional separately, if needed). ADDENDUM NO._______ DATED_______ ADDENDUM NO._______ DATED_______ ADDENDUM NO._______ DATED_______ ADDENDUM NO._______ DATED_______

(If none have been issued and received, insert the word “none”)

LUMP SUM BASE BID: The bidder agrees to furnish all labor, materials, supplies and services required to complete the Mid-Continent University Advantage Building, Paducah, KY. in accordance with the Specifications and Contract Documents and duly issued Addenda for the LUMP SUM BASE BID set forth below: LUMP SUM BASE BID AMOUNT: ______________________________________________DOLLARS($_______________________________) (use words) (use figures) Alternate Bids: 1. The total lump sum amount to deduct from the lump sum base bid above for deductive alternate one is ______________________________________________DOLLARS($_______________________________) (use words) (use figures) 2. The total lump sum amount to deduct from the lump sum base bid above for deductive alternate two ______________________________________________DOLLARS($_______________________________) (use words) (use figures) 3. The total lump sum amount to deduct from the lump sum base bid above for deductive alternate three ______________________________________________DOLLARS($_______________________________) (use words) (use figures)


Page 2 of 4

4. The total lump sum amount to deduct from the lump sum base bid above for deductive alternate four ______________________________________________DOLLARS($_______________________________) (use words) (use figures) 5. The total lump sum amount to deduct from the lump sum base bid above for deductive alternate five ______________________________________________DOLLARS($_______________________________) (use words) (use figures) Unit Prices:

This bidder agrees use the following unit prices in the Construction Contract, if accepted by the Owner: Structural 1. Removal and replacement of unsatisfactory soil with satisfactory - $_______CY of excavated soil. 2. Rock excavation and replacement with satisfactory soil material - $_______CY of excavated rock. 3. Miscellaneous and structural steel - $_______ LBS (Cost in place). 4. Elevator jack hole rock - $_______ FT (drilling). 5. Grouting of Concrete Masonry - $_______ CY 6. CMU Construction - $_______SF 7. CMU Reinforcing Installed - $_______SF Architectural 1. Exterior Brick Masonry - $_______ SF (no backup) 2. Decorative CMU, 4” Wythe - $_______ SF 3. Ceramic Tile - $_______ SF 4. Carpet Tile - $_______ SF 5. VCT - $_______ SF 6. Ceiling Tile and Grid - $_______ SF 7. 6” Steel Stud Partition Wall - $_______ SF (gyp both sides) Civil 8. Concrete Curb and Gutter - $_______ LF 9. Excavation - $_______ CY 10. DGA - $_______ Ton 11. Class I Bituminous Concrete Surface Course - $_______ Ton 12. Class I Bituminous Concrete Base Course - $_______ Ton 13. Sidewalk Including Base - $_______ SY 14. Concrete Paving (per Detail) - $_______ CY 15. Stamped Concrete -$_________S.F. (measured by surface area).

Certification 1. That I am the Bidder (if the Bidder is an individual), a Partner in the Bidder (if the Bidder is a

Partnership), or an officer or employee of the Bidding Corporation having authority to sign on its behalf (if the Bidder is a corporation).

2. This offer is for sixty (60) calendar days from the date this bid is opened. In submitting the above, it is

expressly agreed that upon proper acceptance by the owner of any or all items bid above, a Contract shall thereby be created with respect to the items accepted;


Page 3 of 4

3. That I have fully informed myself regarding and affirm the accuracy of all statements made in this

Form of Proposal, including Bid Amount. READ CAREFULLY – SIGN IN SPACE BELOW – FAILURE TO SIGN INVALIDATES BID

SIGNED BY:_____________________________________________________________ TITLE:__________________________________________________________________ FIRM:___________________________________________________________________ TELEPHONE NO.:_________________________________________________________ ADDRESS:_______________________________________________________________ DATE:___________________________________________________________________

BIDDER/OFFEROR

____________________________________________ (Signature) ____________________________________________ (Title) List of Proposed Sub-Contractors Branch of Work (Internal use only) 1.______________________________________ 1.Electrical ____ 2.______________________________________ 2.Mechanical (HVAC) ____ 3.______________________________________ 3.Plumbing ____ 4.______________________________________ 4.Fire Suppression ____ 5.______________________________________ 5.Masonry ____ 6.______________________________________ 6.Steel Erection ____ 7.______________________________________ 7. Roofing (TPO) ____ 8.______________________________________ 8. Roofing (Metal) ____ 9.______________________________________ 9. Steel Stud, Drywall,Acoust. ____ 10. _____________________________________ 10. Geothermal ____ 11. _____________________________________ 11. Concrete flat work ____ 12.______________________________________ 12. Foundation ____ 13.______________________________________ 13. Sitework ____


Page 4 of 4

List of Material Suppliers/Manufacturers 1.______________________________________ 1. Casework ____ 2.______________________________________ 2. Storefront ____ 3.______________________________________ 3. Windows ____ 4.______________________________________ 4. Hardware ____ 5.______________________________________ 5. Structural Steel ____ 6.______________________________________ 6. Carpet/VCT ____ 7.______________________________________ 7. Tile (ceramic, porcelain) ____ (Use additional sheets if needed)

SHEET METAL FLASHING AND TRIM 076200 - 1 MCU Advantage Building 09009

Revised 08-19-11 (See underlines for additions and strikethroughs for deletions)

SECTION 076200 SHEET METAL FLASHING AND TRIM PART 1 - GENERAL 1.1 SECTION INCLUDES

A. Miscellaneous shop-fabricated sheet metal items as required to complete the work of this project, including the following: 1. Gutters and downspouts (rain drainage). 2. Miscellaneous sheet metal accessories. 3. Fascias

1.2 QUALITY ASSURANCE

A. The work of this section shall be performed by a firm specializing in sheet metal work with a minimum of five years of successful experience.

1.3 SUBMITTALS

A. General: Submit the following in accordance with Section 01-3323.

B. Product Data: Manufacturer's data sheet for factory-finished sheet metal and type of guarantee.

C. Samples: 1. 12-inch long samples of shop fabricated products with specified factory finish.

D. Shop Drawings: Indicating layout, profiles, methods of joining, and anchorages details, including

major counterflashings, gutters, and downspouts 1. Provide layouts at 1/4-inch scale and details at 3-inch scale.

1.4 DELIVERY, HANDLING, STORAGE

A. Products shall be delivered to job-site in accordance with Section 01-6500.

B. Store and protect products in accordance with Section 01-6600. 1. Stack preformed and prefinished material to prevent twisting, bending, or abrasion, and

provide ventilation. 2. Prevent contact with materials during storage which may cause discoloration, staining, or

damage. PART 2 - PRODUCTS 2.1 SHEET MATERIALS

A. Prefinished Galvanized Steel: ASTM A525, G90. 1. Gage: As indicated on drawings. 2. Factory-applied Kynar 500 fluorocarbon coating. 3. Color: To be selected by Architect.



2.2 ACCESSORIES

A. Fasteners: Same metal as flashing/sheet metal. Match finish of exposed heads with material being fastened. Type and size to suit application.

B. Bituminous Coating: SSPC - Paint 12, solvent-type bituminous mastic, free of sulfur,

compounded for 15-mil dry thickness per coat.

C. Sealant: Exterior quality conforming with Section 07-9200.

E. Polyethylene Underlayment: 4-mil minimum carbonated polyethylene film tested in accordance with ASTM E154.

F. Neoprene Washers: Required for all fasteners which will remain exposed to the weather.

C. Metal Accessories: Sheet metal clips, continuous cleats, straps, anchoring devices, as required

for installation of work, matching or compatible with adjoining materials, noncorrosive, size and gage required for performance. 1. Continuous cleats shall be 22 gage galvanized metal, fastened 12" max. o.c., unless

indicated otherwise. 2.3 FABRICATED UNITS

A. General: Shop-fabricate work to extent possible. Comply with details shown and with applicable requirements of SMACNA "Architectural Sheet Metal Manual". 1. Fabricate for waterproof and weather-resistant performance, with expansion provisions for

running work, sufficient to prevent leakage, damage, or deterioration of the work. 2. Form work to fit substrates. 3. Form exposed work without excessive oil-canning, buckling, and tool marks, true to line

and levels indicated, with exposed edges folded back to form hems. 4. Fabricate nonmoving seams in sheet metal with flat-lock seams. For metal other than

aluminum, tin edges to be seamed, form seams, and solder. 5. Protect metal from noncompatible metal or corrosive substrates by coating with

bituminous coating as recommended by manufacturer/fabricator.

B. Copings, Gravel Guards: 1. See Specification Section 075419 Adhered PVC-KEE Thermoplastic Membrane Roofing

075423 Thermoplastic Polyolefin (TPO) Roofing.

C. Hanging Gutters: 1. Form sections in maximum lengths, true to shape indicated, accurate in size, and free

from defects. Unless indicated otherwise, a minimum ratio of the depth to width should be 3 to 4.

2. Provide for thermal expansion and contraction. Adjacent ends shall be telescoped or enclosed with covers in a manner to accommodate expansion. Expansion shall be away from corners and downspouts.

3. Support gutters with metal brackets of same material as gutter and of the following size:

a. For gutters with girth up to 15" use 1/8" x 1" bracket. b. For gutters with girth from 15" to 20" use 3/16" x 1" bracket.

4. Joints for prepainted gutters shall be lapped at least 1" and installed in direction of flow and sealed.



D. Downspouts 1. Form sections in maximum 10 foot or 12 foot lengths in size and shape indicated on

drawings. Provide for expansion and contraction. Join in the direction of flow. 2. Provide 1" x 16 gage flat stock strap hangers of same material as the downspout. Install

at elbows or other transitions in the downspouts and not to exceed 5' o.c. Allow 1/2" space between back of downspout and face of wall.

3. Terminate downspouts as indicated on drawings.

PART 3 - EXECUTION 3.1 PREPARATION

A. Inspection: 1. Before starting the work of this section, verify other work affecting sheet metal work is

complete and approved. 2. Beginning of sheet metal work means acceptance of existing conditions.

B. For Roofing Work:

1. Exercise care when working on or about roof surfaces to avoid damaging or puncturing membranes and flashings.

2. Place plywood panels on roof surfaces adjacent to work of this section and on access routes. Keep in place until completion of work.

3.2 INSTALLATION REQUIREMENTS

A. Perform sheet metal work in accordance with approved shop drawings and installation instructions and recommendations of SMACNA "Architectural Sheet Metal Manual." 1. Anchor work securely in place by methods indicated, providing for thermal expansion;

conceal fasteners where possible. 2. Set units true to line and level. 3. Install work with laps, joints, seams watertight and weatherproof.

B. Underlayment: For stainless steel or aluminum to be installed directly on cementitious or wood

substrates, install a slip sheet of red rosin paper or a course of polyethylene underlayment.

C. Bed flanges of work in a thick coat of bituminous roofing cement where required for waterproof performance.

D. Install counterflashing in reglets, either by snap-in seal arrangements or by wedging in place for

anchorage and filling reglet with mastic or elastomeric sealant.

E. Flashing Attachment: 1. Secure all flashing 16 inches on centers. 2. Install parapet cap flashing with continuous hold-down clips secured 12" o.c. maximum. 3. Exposed fasteners shall be complete with neoprene washers 16" o.c.

F. Joints for Metal Edging and Parapet Caps.

1. Overlap base metal as recommended by manufacturer. 2. Set in solid bed of plastic cement. 3. Make allowances for expansion joints.



4. When field-soldering, wipe and wash soldered joints to remove traces of flux immediately after soldering.

3.3 CLEANING AND PROTECTION

A. Clean exposed metal surfaces, removing substances that might cause corrosion of metal or deterioration of finishes.

B. Protection: Protect flashings and sheet metal work during construction from damage or

deterioration. END OF SECTION

RESILIENT BASE AND ACCESSORIES 096513 - 1 MCU Advantage Building 09009


SECTION 096513 - RESILIENT BASE AND ACCESSORIES

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Resilient base. 2. Resilient stair accessories.

1.2 SUBMITTALS

A. Product Data: For each type of product indicated.


A. Fire-Test-Response Characteristics: As determined by testing identical products according to ASTM E 648 or NFPA 253 by a qualified testing agency.

1. Critical Radiant Flux Classification: Class I, not less than 0.45 W/sq. cm.

1.4 DELIVERY, STORAGE, AND HANDLING

A. Store resilient products and installation materials in dry spaces protected from the weather, with ambient temperatures maintained within range recommended by manufacturer, but not less than 50 deg F or more than 90 deg F.

1.5 PROJECT CONDITIONS

A. Maintain ambient temperatures within range recommended by manufacturer, but not less than 70 deg F or more than 95 deg F, in spaces to receive resilient products during the following time periods:

1. 48 hours before installation. 2. During installation. 3. 48 hours after installation.

B. Until Substantial Completion, maintain ambient temperatures within range recommended by manufacturer, but not less than 55 deg F or more than 95 deg F.

C. Install resilient products after other finishing operations, including painting, have been completed.



1.6 EXTRA MATERIALS

A. Furnish extra materials that match products installed and that are packaged with protective covering for storage and identified with labels describing contents.

1. Furnish not less than 10 linear feet for every 500 linear feet or fraction thereof, of each type, color, pattern, and size of resilient product installed.

PART 2 - PRODUCTS

2.1 RESILIENT BASE

A. Resilient Base:

1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

a. Flexco, Inc. b. Johnsonite. c. Roppe Corporation, USA.

B. Resilient Base Standard: ASTM F 1861.

1. Material Requirement: Type TS (rubber, vulcanized thermoset) 2. Style: Cove (base with toe).

C. Minimum Thickness: 0.125 inch.

D. Height: 4 inches As indicated on Drawings.

E. Lengths: Manufacturer's standard coils.

F. Corners (Inside and Outside): Job formed Coordinate first paragraph below with "Resilient Base Installation" Article.

G. Finish: As selected by Architect from manufacturer's full range.

H. Colors and Patterns: As selected by Architect from full range of industry colors.

2.2 RESILIENT STAIR ACCESSORIES

A. Resilient Stair Treads:

1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

a. Burke Mercer Flooring Products; Division of Burke Industries, Inc. b. Johnsonite.



c. Roppe Corporation, USA (Design Basis) d. Approved Substitute

B. Resilient Stair Treads Standard: ASTM F 2169.

1. Material Requirement: Rubber 2. Surface Design: To be selected by Architect from manufacturers standard options:

C. Nosing Style: Square, adjustable to cover angles between 60 and 90 degrees.

D. Nosing Height: 1-1/2 inches

E. Thickness: 1/4 inch and tapered to back edge.

F. Size: Lengths and depths to fit each stair tread in one piece.

1. Colors and Patterns: To be selected by Architect from manufacturers standard options.

2.3 INSTALLATION MATERIALS

A. Trowelable Leveling and Patching Compounds: Latex-modified, portland cement based or blended hydraulic-cement-based formulation provided or approved by manufacturer for applications indicated.

B. Adhesives: Water-resistant type recommended by manufacturer to suit resilient products and substrate conditions indicated.

1. Use adhesives that comply with the following limits for VOC content when calculated according to 40 CFR 59, Subpart D (EPA Method 24):

a. Cove Base Adhesives: Not more than 50 g/L. b. Rubber Floor Adhesives: Not more than 60 g/L.

C. Stair-Tread-Nose Filler: Two-part epoxy compound recommended by resilient tread manufacturer to fill nosing substrates that do not conform to tread contours.

D. Floor Polish: Provide protective liquid floor polish products as recommended by resilient stair tread manufacturer.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine substrates, with Installer present, for compliance with requirements for maximum moisture content and other conditions affecting performance of the Work.

B. Verify that finishes of substrates comply with tolerances and other requirements specified in other Sections and that substrates are free of cracks, ridges, depressions, scale, and foreign deposits that might interfere with adhesion of resilient products.



C. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 PREPARATION

A. Prepare substrates according to manufacturer's written instructions to ensure adhesion of resilient products.

B. Concrete Substrates for Resilient Stair Treads and Accessories: Prepare according to ASTM F 710.

1. Verify that substrates are dry and free of curing compounds, sealers, and hardeners. 2. Remove substrate coatings and other substances that are incompatible with adhesives

and that contain soap, wax, oil, or silicone, using mechanical methods recommended by manufacturer. Do not use solvents.

3. Alkalinity and Adhesion Testing: Perform tests recommended by manufacturer. 4. Moisture Testing: Perform tests recommended by manufacturer and as follows. Proceed

with installation only after substrates pass testing.

a. Perform anhydrous calcium chloride test, ASTM F 1869. Proceed with installation only after substrates have maximum moisture-vapor-emission rate of 3 lb of water/1000 sq. ft. in 24 hours.

b. Perform relative humidity test using in situ probes, ASTM F 2170. Proceed with installation only after substrates have maximum 75 percent relative humidity level measurement.

C. Fill cracks, holes, and depressions in substrates with trowelable leveling and patching compound and remove bumps and ridges to produce a uniform and smooth substrate.

D. Do not install resilient products until they are same temperature as the space where they are to be installed.

1. Move resilient products and installation materials into spaces where they will be installed at least 48 hours in advance of installation.

E. Sweep and vacuum clean substrates to be covered by resilient products immediately before installation.

3.3 RESILIENT BASE INSTALLATION

A. Comply with manufacturer's written instructions for installing resilient base.

B. Apply resilient base to walls, columns, pilasters, casework and cabinets in toe spaces, and other permanent fixtures in rooms and areas where base is required.

C. Install resilient base in lengths as long as practicable without gaps at seams and with tops of adjacent pieces aligned.

D. Tightly adhere resilient base to substrate throughout length of each piece, with base in continuous contact with horizontal and vertical substrates.

E. Do not stretch resilient base during installation.



F. On masonry surfaces or other similar irregular substrates, fill voids along top edge of resilient base with manufacturer's recommended adhesive filler material.

G. Job-Formed Corners: Use manufacturers recommended tools for forming.

3.4 RESILIENT ACCESSORY INSTALLATION

A. Comply with manufacturer's written instructions for installing resilient accessories.

B. Resilient Stair Accessories:

1. Use stair-tread-nose filler to fill nosing substrates that do not conform to tread contours. 2. Tightly adhere to substrates throughout length of each piece. 3. For treads installed as separate, equal-length units, install to produce a flush joint

between units.

3.5 CLEANING AND PROTECTION

A. Comply with manufacturer's written instructions for cleaning and protection of resilient products.

B. Perform the following operations immediately after completing resilient product installation:

1. Remove adhesive and other blemishes from exposed surfaces. 2. Sweep and vacuum surfaces thoroughly. 3. Damp-mop surfaces to remove marks and soil.

C. Protect resilient products from mars, marks, indentations, and other damage from construction operations and placement of equipment and fixtures during remainder of construction period.

END OF SECTION

HYDRONIC PIPING 232113 - 1 MCU ADVANTAGE BUILDING 09009

SECTION 232113

HYDRONIC PIPING

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes pipe and fitting materials and joining methods for the following:

1. Condenser-water piping. 2. Makeup-water piping. 3. Condensate-drain piping.

1.2 ACTION SUBMITTALS

A. Product Data: For each type of the following:

1. Chemical treatment.


A. ASME Compliance: Comply with ASME B31.9, "Building Services Piping," for materials, products, and installation.

PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

A. Hydronic piping components and installation shall be capable of withstanding the following minimum working pressure and temperature unless otherwise indicated:

1. Condenser-Water Piping: 125 psig at 150 deg F . 2. Makeup-Water Piping: 80 psig at 150 deg F . 3. Condensate-Drain Piping: 150 deg F .

2.2 COPPER TUBE AND FITTINGS

A. Drawn-Temper Copper Tubing: ASTM B 88, Type L . Above ground only.

B. Annealed-Temper Copper Tubing: ASTM B 88, Type K. Below ground only.

C. DWV Copper Tubing: ASTM B 306, Type DWV. Condensate drains only.


D. Wrought-Copper Unions: ASME B16.22.

2.3 STEEL PIPE AND FITTINGS

A. Steel Pipe: ASTM A 53/A 53M, black steel with plain ends; welded and seamless, Grade B, and wall thickness as indicated in "Piping Applications" Article.

B. Cast-Iron Threaded Fittings: ASME B16.4; Classes 125 and 250 as indicated in "Piping Applications" Article.

C. Malleable-Iron Threaded Fittings: ASME B16.3, Classes 150 and 300 as indicated in "Piping Applications" Article.

D. Malleable-Iron Unions: ASME B16.39; Classes 150, 250, and 300 as indicated in "Piping Applications" Article.

E. Cast-Iron Pipe Flanges and Flanged Fittings: ASME B16.1, Classes 25, 125, and 250; raised ground face, and bolt holes spot faced as indicated in "Piping Applications" Article.

F. Wrought Cast- and Forged-Steel Flanges and Flanged Fittings: ASME B16.5, including bolts, nuts, and gaskets of the following material group, end connections, and facings:

1. Material Group: 1.1. 2. End Connections: Butt welding. 3. Facings: Raised face.

2.4 JOINING MATERIALS

A. Pipe-Flange Gasket Materials: Suitable for chemical and thermal conditions of piping system contents.

1. ASME B16.21, nonmetallic, flat, asbestos free, 1/8-inch maximum thickness unless otherwise indicated.

a. Full-Face Type: For flat-face, Class 125, cast-iron and cast-bronze flanges.

b. Narrow-Face Type: For raised-face, Class 250, cast-iron and steel flanges.

B. Flange Bolts and Nuts: ASME B18.2.1, carbon steel, unless otherwise indicated.

C. Solder Filler Metals: ASTM B 32, lead-free alloys. Include water-flushable flux according to ASTM B 813.

D. Brazing Filler Metals: AWS A5.8/A5.8M, BCuP Series, copper-phosphorus alloys for joining copper with copper; or BAg-1, silver alloy for joining copper with bronze or steel.

E. Welding Filler Metals: Comply with AWS D10.12M/D10.12 for welding materials appropriate for wall thickness and chemical analysis of steel pipe being welded.


F. Gasket Material: Thickness, material, and type suitable for fluid to be handled and working temperatures and pressures.

2.5 DIELECTRIC FITTINGS

A. General Requirements: Assembly of copper alloy and ferrous materials with separating nonconductive insulating material. Include end connections compatible with pipes to be joined.

B. Dielectric Unions:

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. A.Y. McDonald Mfg. Co. b. Capitol Manufacturing Company. c. Central Plastics Company. d. Hart Industries International, Inc. e. Jomar International Ltd. f. Matco-Norca. g. Watts Regulator Co. h. Zurn Industries, LLC.

2. Description:

a. Standard: ASSE 1079. b. Pressure Rating: 125 psig minimum at 180 deg F . c. End Connections: Solder-joint copper alloy and threaded ferrous.

2.6 BYPASS CHEMICAL FEEDER

A. Description: Welded steel construction; 125-psig working pressure; 5-gal. capacity; with fill funnel and inlet, outlet, and drain valves.

1. Chemicals: Specially formulated, based on analysis of makeup water, to prevent accumulation of scale and corrosion in piping and connected equipment.

PART 3 - EXECUTION

3.1 PIPING APPLICATIONS

A. Condenser-water piping, aboveground, NPS 2 and smaller , shall be any of the following:

1. Type L , drawn-temper copper tubing, wrought-copper fittings, and soldered joints.


2. Schedule 40 steel pipe; Class 150, malleable-iron fittings; cast-iron flanges and flange fittings; and threaded joints.

B. Condenser-water piping, aboveground, NPS 2-1/2 and larger , shall be the following: 1. Schedule 40 steel pipe; grooved, mechanical joint coupling and fittings; and

grooved, mechanical joints.

C. Makeup-water piping installed aboveground shall be the following:

1. Type L , drawn-temper copper tubing, wrought-copper fittings, and soldered joints.

D. Condensate-Drain Piping: Type DWV, drawn-temper copper tubing, wrought-copper fittings, and soldered joints.

3.2 PIPING INSTALLATIONS

A. Drawing plans, schematics, and diagrams indicate general location and arrangement of piping systems. Install piping as indicated unless deviations to layout are approved on Coordination Drawings.

B. Install piping in concealed locations unless otherwise indicated and except in equipment rooms and service areas.

C. Install piping indicated to be exposed and piping in equipment rooms and service areas at right angles or parallel to building walls. Diagonal runs are prohibited unless specifically indicated otherwise.

D. Install piping above accessible ceilings to allow sufficient space for ceiling panel removal.

E. Install piping to permit valve servicing.

F. Install piping at indicated slopes.

G. Install piping free of sags and bends.

H. Install fittings for changes in direction and branch connections.

I. Install piping to allow application of insulation.

J. Select system components with pressure rating equal to or greater than system operating pressure.

K. Install groups of pipes parallel to each other, spaced to permit applying insulation and servicing of valves.

L. Install drains, consisting of a tee fitting, NPS 3/4 ball valve, and short NPS 3/4 threaded nipple with cap, at low points in piping system mains and elsewhere as required for system drainage.


M. Install piping at a uniform grade of 0.2 percent upward in direction of flow.

N. Reduce pipe sizes using eccentric reducer fitting installed with level side up.

O. Install branch connections to mains using tee fittings in main pipe, with the branch connected to the bottom of the main pipe. For up-feed risers, connect the branch to the top of the main pipe.

P. Install valves according to Section 230523 "General-Duty Valves for HVAC Piping."

Q. Install unions in piping, NPS 2 and smaller, adjacent to valves, at final connections of equipment, and elsewhere as indicated.

R. Install flanges in piping, NPS 2-1/2 and larger, at final connections of equipment and elsewhere as indicated.

S. Install shutoff valve immediately upstream of each dielectric fitting.

T. Comply with requirements in Section 230553 "Identification for HVAC Piping and Equipment" for identifying piping.

U. Install sleeves for piping penetrations of walls, ceilings, and floors.

V. Install sleeve seals for piping penetrations of concrete walls and slabs.

W. Install escutcheons for exposed-to-view piping penetrations of walls, ceilings, and floors in finished areas.

3.3 DIELECTRIC FITTING INSTALLATION

A. Install dielectric fittings in piping at connections of dissimilar metal piping and tubing.

B. Dielectric Fittings for NPS 2 and Smaller: Use dielectric unions.

C. Dielectric Fittings for NPS 2-1/2 to NPS 4 : Use dielectric flanges .

D. Dielectric Fittings for NPS 5 and Larger: Use dielectric flange kits.

3.4 HANGERS AND SUPPORTS

A. Comply with requirements in Section 230529 "Hangers and Supports for HVAC Piping and Equipment" for hanger, support, and anchor devices. Comply with the following requirements for maximum spacing of supports.

B. Comply with requirements in Section 230548 "Vibration and Seismic Controls for HVAC Piping and Equipment" for seismic restraints.

C. Install the following pipe attachments:


1. Adjustable steel clevis hangers for individual horizontal piping less than 20 feet long.

2. Adjustable roller hangers and spring hangers for individual horizontal piping 20 feet or longer.

3. Pipe Roller: MSS SP-58, Type 44 for multiple horizontal piping 20 feet or longer, supported on a trapeze.

4. Spring hangers to support vertical runs. 5. Provide copper-clad hangers and supports for hangers and supports in direct

contact with copper pipe.

D. Install hangers for steel piping with the following maximum spacing and minimum rod sizes:

1. NPS 3/4: Maximum span, 7 feet. 2. NPS 1: Maximum span, 7 feet. 3. NPS 1-1/2: Maximum span, 9 feet. 4. NPS 2: Maximum span, 10 feet. 5. NPS 2-1/2: Maximum span, 11 feet. 6. NPS 3 and Larger: Maximum span, 12 feet.

E. Install hangers for drawn-temper copper piping with the following maximum spacing and minimum rod sizes:

1. NPS 3/4: Maximum span, 5 feet; minimum rod size, 1/4 inch. 2. NPS 1: Maximum span, 6 feet; minimum rod size, 1/4 inch. 3. NPS 1-1/4: Maximum span, 7 feet; minimum rod size, 3/8 inch. 4. NPS 1-1/2: Maximum span, 8 feet; minimum rod size, 3/8 inch. 5. NPS 2: Maximum span, 8 feet; minimum rod size, 3/8 inch.

F. Support vertical runs at roof, at each floor, and at 10-foot intervals between floors.

3.5 PIPE JOINT CONSTRUCTION

A. Ream ends of pipes and tubes and remove burrs. Bevel plain ends of steel pipe.

B. Remove scale, slag, dirt, and debris from inside and outside of pipe and fittings before assembly.

C. Soldered Joints: Apply ASTM B 813, water-flushable flux, unless otherwise indicated, to tube end. Construct joints according to ASTM B 828 or CDA's "Copper Tube Handbook," using lead-free solder alloy complying with ASTM B 32.

D. Threaded Joints: Thread pipe with tapered pipe threads according to ASME B1.20.1. Cut threads full and clean using sharp dies. Ream threaded pipe ends to remove burrs and restore full ID. Join pipe fittings and valves as follows:

1. Apply appropriate tape or thread compound to external pipe threads unless dry seal threading is specified.


2. Damaged Threads: Do not use pipe or pipe fittings with threads that are corroded or damaged. Do not use pipe sections that have cracked or open welds.

E. Flanged Joints: Select appropriate gasket material, size, type, and thickness for service application. Install gasket concentrically positioned. Use suitable lubricants on bolt threads.

3.6 TERMINAL EQUIPMENT CONNECTIONS

A. Sizes for supply and return piping connections shall be the same as or larger than equipment connections.

B. Install control valves in accessible locations close to connected equipment.

C. Install bypass piping with globe valve around control valve. If parallel control valves are installed, only one bypass is required.

D. Install ports for pressure gages and thermometers at coil inlet and outlet connections. Comply with requirements in Section 230519 "Meters and Gages for HVAC Piping."

3.7 CHEMICAL TREATMENT

A. Fill system with fresh water and add liquid alkaline compound with emulsifying agents and detergents to remove grease and petroleum products from piping. Circulate solution for a minimum of 24 hours, drain, clean strainer screens, and refill with fresh water.

B. Add initial chemical treatment and maintain water quality in ranges noted above for the first year of operation.

C. Fill systems that have antifreeze or glycol solutions with the following concentrations:

1. Condenser Water Piping: Minimum percent-by-weight concentration of propylene glycol needed to provide 20 degree F freeze protection

3.8 FIELD QUALITY CONTROL

A. Prepare hydronic piping according to ASME B31.9 and as follows:

1. Leave joints, including welds, uninsulated and exposed for examination during test.

2. Provide temporary restraints for expansion joints that cannot sustain reactions due to test pressure. If temporary restraints are impractical, isolate expansion joints from testing.

3. Flush hydronic piping systems with clean water; then remove and clean or replace strainer screens.


4. Isolate equipment from piping. If a valve is used to isolate equipment, its closure shall be capable of sealing against test pressure without damage to valve. Install blinds in flanged joints to isolate equipment.

5. Install safety valve, set at a pressure no more than one-third higher than test pressure, to protect against damage by expanding liquid or other source of overpressure during test.

B. Perform the following tests on hydronic piping:

1. Use ambient temperature water as a testing medium unless there is risk of damage due to freezing. Another liquid that is safe for workers and compatible with piping may be used.

2. While filling system, use vents installed at high points of system to release air. Use drains installed at low points for complete draining of test liquid.

3. Isolate expansion tanks and determine that hydronic system is full of water. 4. Subject piping system to hydrostatic test pressure that is not less than 1.5 times

the system's working pressure. Test pressure shall not exceed maximum pressure for any vessel, pump, valve, or other component in system under test. Verify that stress due to pressure at bottom of vertical runs does not exceed 90 percent of specified minimum yield strength or 1.7 times the "SE" value in Appendix A in ASME B31.9, "Building Services Piping."

5. After hydrostatic test pressure has been applied for at least 10 minutes, examine piping, joints, and connections for leakage. Eliminate leaks by tightening, repairing, or replacing components, and repeat hydrostatic test until there are no leaks.

6. Prepare written report of testing.

C. Perform the following before operating the system:

1. Open manual valves fully. 2. Inspect pumps for proper rotation. 3. Set makeup pressure-reducing valves for required system pressure. 4. Inspect air vents at high points of system and determine if all are installed and

operating freely (automatic type), or bleed air completely (manual type). 5. Set temperature controls so all coils are calling for full flow. 6. Inspect and set operating temperatures of hydronic equipment to specified

values. 7. Verify lubrication of motors and bearings.

END OF SECTION 232113

.ARCHITECTSRILEY

THRUST

BLOCKING

UNDISTURBED

EARTH

HYDRANT ( SEE SPECS. )

FINISHED GRADE

KY. #67 CRUSHED

STONE

PLACE 8 MIL. POLYETHYLENE

BETWEEN HYDRANT AND

CONC. TO PREVENT BONDING

KEEP WEEP

HOLES OPEN

HYDRANT

CONNECTING PIECE

(SEE SPECS.)

RESILIENT SEAT

GATE VALVE

HYDRANT

ANCHORING

TEE

12" MIN.

PLACE 8 MIL. POLYETHYLENE

BETWEEN HYDRANT ANCH. TEE,

GATE VALVE, CONN. PC. AND

CONC. TO PREVENT BONDING

THRUST BLOCKING TO BE PLACED

AGAINST UNDISTURBED EARTH.

USE ADDITIONAL CONCRETE FOR

OVER EXCAVATION.

4" MIN.

VARIES

HYD. BURY LINE

VALVE PAD AND BOX

18

" M

IN

PADUCAH WATER COUNTY HYDRANT THREAD TYPE 2/12 INCH HOSE NOZZLEA. ARE TYPICAL NATIONAL STANDARD THREAD TYPE 41/2 INCH STEAMER NOZZLEA: ARE TYPICAL NATIONAL STANDARD THREAD TYPE COUNTY THREAD TYPE HYDRANTS SHALL BE PAINTED REDPER PADUCAH WATER SPECIFICATIONS PADUCAH WATER WILL INDICATE PRIOR TO CONSTRUCTIONAS TO CITY OR COUNTY TYPE IS REQUIRED

CURB/GUTTER

NO. 12 GAUGE INSULATEDCOPPER WIRESEE DETAIL PW-07 3/8 " COPPER GROUND RODSEE DETAIL PW-07GENERAL NOTES: 1) ALL CONCRETE SHALL BE CLASS "B" TYPE 2) CRUSHED STONE SHALL BE EXTENDED 6" ABOVE DRAIN OPENINGS IN HYDRANT BASE. 3) 4 1/2" PUMPER NOZZLE TO FACE IN DIRECTION OF STREET OR ROAD UNLESS OTHERWISE SPECIFIED. 4) MINIMUM DEPTH IS TO BE 42 INCH COVER.

5 1/4 " AWWA STANDARD 3-WAY

FIRE HYDRANT DETAIL

FIRE HYDRANT THREAD NOTE: SEE PADUCAH WATER STANDARD MATERIALSECTION FOR FIRE HYDRANT SPECS. HYDRANTSHALL BE AMERICAN DARLING B84. CITY THREADTYPE. PADUCAH WATER CITY HYDRANT THREAD TYPE 2 1/2 INCH HOSE NOZZLEA. NO. THREAD 6, STYLE 60 DEGREE "V" TYPEB. PAT NO. AN250H / GASKET B4948 4 1/2 INCH STEAMER NOZZLE A. THREAD IS TYPICAL NATIONAL STANDARD THREAD TYPE CITY THREAD HYDRANTS SHALL BE PAINTED SILVERPER PADUCAH WATER SPECIFICATIONS

9

22K

7

W16X31

W16X31

W16

X31

W27X94

HSS8.625X0.500

CUT TO FIT FROMHSS 5x5x3/8

3) #6 A706 BARS x 4'-0" LONG@ 8" OC, SIM TO 15/S4.2

5/16

JAMBREINFORCING

3/16 2-6SEE 2/S6.2

3 3/4"

NOTE: HSSx BLKG PER 4/S4.2NOT SHOWN FOR CLARITY.

W16X31

W10

X12

16KCS2

JAMB REINFORCING

CUT TO FIT FROMHSS5x5x3/8

3) #6 A706 BARS x 4'-0" LONG@ 8" OC, SIM TO 15/S4.2

5/16

3/16 2-6SEE 2/S6.2

C

7

W14X22

W16X

31

W16

X40

W16X31

W24

X62

22K5

HSS8.625X0.500

GAP

1/4"

MAX

NOTE: HSSx BLKG PER4/S4.2 NOT SHOWN FORCLARITY.

D

8

W16

X40

22K4

W12

X19

W16X31

22K

5

HSS8.625X0.500

1/8 1TYP

W16X40

W16X31

NOTE: HSSx BLKG PER4/S4.2 NOT SHOWNFOR CLARITY.

B

18K4

W16X31

W16

X31

18K4

W16X31

W21

X68

16K2

HSS8.625X0.500

GA

P

1/4"

MA

X

NOTE: HSSx BLKG PER4/S4.2 NOT SHOWN FORCLARITY.

C

9

22K

7

W16X31 W16X45

22K

7

2

1/8 2TYP

L5x3 1/2x1/2 x 0'-7" LONG

GIRDER WEB ORCOLUMN FLANGE

BEAM WEB

FOR PLATE,SEE SCHEDULE

HARDENED WASHEROR BOLT SIDE

b = 0° - 60°

a

DIM X3"

1 1/2"

PLAN

SEESCHED

FOR 0°<b<30°

FOR 30°<b<45°

45°

3/16FOR 45°<b<60°

45°

SKEWED BEAM CONNECTION SCHEDULE

BEAM SIZE NO. & SIZE OFBOLTS REQUIRED

PLATE THICKNESS CONNECTION CAPACITY(SINGLE SHEAR)

WELD FOR 0°<b<10° WELD FOR 10°<b<30°

W8 2) 7/8"Ø 5/16" 11.1 K

W10 2) 7/8"Ø w/ 4" GA 5/16" 13.7 K

W12 3) 7/8"Ø 5/16" 22.1 K

W14 3) 7/8"Ø 5/16" 22.1 K

W16 4) 7/8"Ø 5/16" 35.4 K

W18 4) 7/8"Ø 5/16" 35.4 K

W21 5) 7/8"Ø 5/16" 49.1 K

W24 6) 7/8"Ø 3/8" 62.7 K

W27 7) 7/8"Ø 3/8" 76.4 K

W30 8) 7/8"Ø 7/16" 83.9 K

S+1/16

S

S+1/8

S

45°

NOTES:1. FILLET WELD SIZE S = PLATE THICKNESS2. FOR BEVEL WELDS, BEVEL END OF CONNECTION PLATE TO MAINTAIN a AT 45°3. DO NOT INCREASE DIM X WITHOUT ENGINEER'S APPROVAL.

3/4"

2 1/4" 1 3/4" COPE FLANGE AS REQUIRED

FOR SHEAR PLATE ANDBOLTS, SEE SCHEDULE

SEE SCHED

(3"

MIN

)K

+ 1

1/2

"

TY

P

3"

TY

P1

1/2"

2 3/4" 1 3/4" COPE FLANGE AS REQUIRED

FULL HEIGHT;FOR SHEAR PLATE ANDBOLTS, SEE SCHEDULE

SEE SCHED

TY

P

3"3"

TY

P1

1/2"

2 1/

2"

3/4"

SHEAR PLATE AND BOLT SCHEDULE

BEAM SIZE NO. & SIZE OFBOLTS REQUIRED

PLATE THICKNESS WELD SIZE

W8 2) 7/8"Ø 1/4" 1/4"

W10 2) 7/8"Ø 1/4"

W12 3) 7/8"Ø 1/4"

W14 3) 7/8"Ø 1/4"

W16 4) 7/8"Ø 5/16"

W18 5) 7/8"Ø 5/16"

W21 6) 7/8"Ø 5/16"

W24 7) 7/8"Ø 3/8"

W27 7) 7/8"Ø 3/8"

CONNECTION NOTES:1. ALL BOLTS TO BE ASTM A325-N AND FULLY PRETENSIONED PER AISC

STANDARDS EXCEPT AS DESCRIBED IN NOTE 2.2. BOLTS IN BEAM TO BEAM CONNECTIONS SHALL BE TIGHTENED TO

AISC "SNUG TIGHT" CONDITION UNLESS NOTED OTHERWISE IN DETAILS.3. CONNECTION PLATES TO HAVE AISC STANDARD ROUND HOLES UNLESS

NOTED OTHERWISE.4. ALL CONNECTION PLATE MATERIAL TO BE A36.5. 'K' PER AISC, LARGER OF THE TWO CONNECTING BEAMS.

1/4"

1/4"

1/4"

1/4"

1/4"

1/4"

1/4"

1/4"

1

KNIFE PLATE PER SCHEDULE.KNIFE PLATE TO BE IN DIRECTIONOF GIRDER BEAMS, TYP.

PLATE, WELD, & BOLTS PERSCHEDULE

PER SCHED

HSS PER PLAN;CIRCULAR OR SQUARE G

IRD

ER

GIR

DE

R

WHEN BEAM DEPTHVARIES AT KNIFE PLATE,COPE KNIFE PLATE ATSHALLOWER BEAM

PER SCHED

TYP

45.00°

TRIM FLANGEAS REQUIRED

10

S6.2

SHEAR TABTOHSSx SIM TO1C/-.

3/8" x 3 1/2" x 6" PLATE

3/8" CAP PLATE;PROVIDE GAGE METAL ASREQ'D TO FORM APEX

COLUMN PER PLAN

1/43 SIDES, TYP

CL

1/2" MAX

5/16TYP

PLAN NORTH

KYLE S.BEASLEY

23151

ST

A

T E O F K ENT UCK

Y

PR

OF

E S S I O N A L E N G

I NE

ER

L I C E N S E D

.ARCHITECTSRILEY

SHEET NUMBER:

DRAWN BY:

PROJECT NUMBER:

DATE:

SHEET TITLE:

PROJECT NAME:

REVISIONS

MCU ADVANTAGE BUILDING

2010.155.00

737 South Third Street, Louisville, Kentucky 40202-2100

502-585-4181 502-587-0488 Fax www.luckett-farley.com

Master Planning | Architecture | Engineering | Interior Design

Design Build | Building Commissioning | Special Inspections

© 2011

1) ADDENDUM #3 - 8.19.11

HRG

S6.2

100%

Con

stru

ctio

n Do

cum

ents

COLUMN CONNECTIONS

05.16.2011

S3.1 1" = 1'-0"

3 CONNECTION AT GRID LINE 9 - B.6/B-8.6 OH

S3.1 1" = 1'-0"

5 CONNECTION AT ELEVATORS3.1 1" = 1'-0"

6 CONNECTION AT GRID LINES C-7/D-8 OHS3.1 1" = 1'-0"

7 CONNECTION AT GRID LINES D-8S3.2 1" = 1'-0"

4 CONNECTION AT GRID LINE B - 3RD

S3.1 1" = 1'-0"

8 CONNECTION AT GRID LINE C-9

3/4" = 1'-0"

2 SKEWED BEAM CONNECTION 3/4" = 1'-0"

A BEAM TO BEAM

3/4" = 1'-0"B BEAM TO DEPRESSED GIRDER

3/4" = 1'-0"

1 TYPICAL CONNECTIONS 3/4" = 1'-0"

C PLAN AT HSS COLUMN

1" = 1'-0"

9 CENTER COLUMN CONNECTIONS6.2 1" = 1'-0"

10 CENTER COLUMN TO BEAM CONNECTION

1