Morris School District New Grandstands at Morristown HighMorris School District New Grandstands at Morristown HighSchoolSchool

Category: High Schools Project ID #: 1004212228Street Address: 50 Early St. Morristown NJ 07960 Confirmed Value $1,895,000.00County: Morris Stage: Biddate SetBid Date: 12/14/2016 , 02:00PMArchitect: Di Cara Rubino ArchitectsDocuments Available: Plans, Specs available in Insight Plans available from Di Cara Rubino ArchitectsLast Update: 11/22/2016 Cypreco Industries, Inc. and 1 other were added as bidder

NotesNotes

Scope Renovation of an educational facility in Morristown, New Jersey. Completed plans call for therenovation of a 15,700-square-foot educational facility. Dismantling of existing concretegrandstands. Installation of new aluminum home and visitor bleachers with prefab press box athome side. Installation of new fencing. Installation of new asphalt walk. Home bleachers 10,000 s.f.Visitor bleachers 5,700 s.f.

Notes Development include(s): Renovation Bid Date: 12/14/2016 02:00PM Bid Opening Location: MorrisSchool District Board of Education, 31 Hazel Street, Morristown, NJ 07960 Pre-Bid Meeting:11/18/2016 11:00AM Pre-Bid Meeting Location: Morristown High School, 50 Early Street, Morristown,NJ 07960

Details [Division 2]: Building Demolition, Clearing, Shoring, Cofferdams, Earthwork, Grading, Slope Protection& Erosion Control, Paving & Surfacing, Electric Power Transmission. [Division 3]: Structural PrecastConcrete. [Division 5]: Metal Fabrications. [Division 7]: Manufactured Roofing & Siding. [Division 8]:Glass & Glazing. [Division 9]: Ceiling Suspension Systems, Stucco, Terrazzo, Acoustical Ceilings,Painting. [Division 10]: Protective Covers. [Division 13]: Pre-Engineered Structures. [Division 14]:Material Handling Systems.

Additional DetailsAdditional DetailsListed On: 11/15/2016 Floor Area: 15,700Square FeetContract Type: Work Type: AlterationStage Comments 1: Floors Below Grade:Stage Comments 2: Owner Type: CityBid Date: 12/14/2016 Mandatory Pre Bid Conference:Invitation #: 3082, 6861.023 Commence Date: 1/3/2017Structures: 1 Completion Date: 9/1/2017Single Trade Project: Site Area:Floors: LEED Certification Intent:Parent Project ID: Units:Parking Spaces:

Project ParticipantsProject ParticipantsCompany RoleCompany Role Company NameCompany Name ContactContact

NameNameAddressAddress PhonePhone EmailEmail FaxFax

Consultant French & Parrello 1800 Route 34, Suite101 , Wall, NJ 07719

(732) 312-9800

(732) 312-9801

Owner Morris School DistrictBusiness Office

AnthonyLoFranco

31 Hazel St. 2nd Fl.,Morristown, NJ07960

(973) 292-2300

(973) 292-2033

Electrical Engineer Strunk-AlbertEngineering

David Strunk 804 Seven BridgeRoad, Route 209 ,East Stroudsburg, PA18301

(570) 421-2025

dstrunk@strunk-albert.com

(570) 421-2079

Architect Di Cara RubinoArchitects

GermanoRubino

30 Galesi Dr. WestWing, Wayne, NJ07470

(973) 256-0202

receptionist@dicararubino.com

(973) 256-0227

Civil Engineer Boswell McClaveEngineering

Jeff Morris 330 Phillips Ave. POBox 3152, SouthHackensack, NJ07606

(201) 641-0770

marketing@boswellengineering.com

(201) 641-2970

Structural Engineer MPP Engineers LLC Scott 34 S. Main St. , (609) 489- smcconnell@mppeng (609) 489-

Report Date: 11/22/2016 11:15:03 AM © 2016 ConstructConnect. All Rights Reserved. Page 1 of 2

Structural Engineer MPP Engineers LLC ScottMcConnell

34 S. Main St. ,Allentown, NJ 08501

(609) 489-5511

smcconnell@mppengineers.com

(609) 489-5916

BiddersBiddersCompanyCompanyNameName

AddedAddedDateDate

AddressAddress PhonePhone EmailEmail Bidding RoleBidding Role BidBidRankRank

Bid ValueBid Value FaxFaxNumberNumber

RochelleContracting Co.Inc.

11/22/2016

194 Kings Hwy. ,Landing, NJ07850

(973) 398-9626

GeneralContractor

(973) 398-1162

CyprecoIndustries, Inc.

11/22/2016

1420 9th Ave P.O.Box 822, NeptuneCity, NJ 07753

(732) 775-3700

cypreco7@aol.com

GeneralContractor

(732) 775-3660

DobtolConstruction, LLC

11/17/2016

210 River St Suite21, Hackensack,NJ 07601

(201) 488-3142

info@dobtol.com GeneralContractor

(201) 488-0593

ContractsContractsClassificationClassification ConditionsConditions BondingBonding Bid DateBid Date Bids ToBids To Bid TypeBid TypeGeneral Contractor Bid:10.00%,Perf:100.

00%,Pay:100.00%12/14/2016 Owner Open Bidding

HistoryHistoryUserUser ViewedViewed First Viewed DateFirst Viewed Date Currently Tracked?Currently Tracked? Date TrackedDate TrackedAdam Sweet True 11/22/2016 True 11/22/2016

Report Date: 11/22/2016 11:15:03 AM © 2016 ConstructConnect. All Rights Reserved. Page 2 of 2

NEW BLEACHERS AND PRESS BOX

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PRESS BOX ENLARGED PLAN scale w = r-o- 18 &i i NOT VAUD FOR BUILDING UNLESS SIGNED AND SEALED BY ARCHITECT

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BELLY PAN WIOXI2 CIO X 15.3 fTYP;

XS'-O" Superintendent of Schools, XX200 SERIESPREFAB PRESS BOX

PROVIDED AND INSTALLED BY

BLEACHER MANUFACTURER.

ALUMINUM PICKET FENCE. SEE BLEACHER PLANE FCR ADDITIONAL INFORMATION.

PREFAB PRESS BOX PROVIDED AND INSTALLED BY BLEACHER MANUFACTURER.

FILMINC PLATFORM AND OANOPY. SEE BLEACHER PLANS FOR ADDITIONAL INFORMATION. ---------

PRESS BOX SECTION scale: w = r-o- 3

ALUMINUM PICKET FENCE PROVIDED AND INSTALLED BY BLEACHER MANUFACTURER.g 3'-On

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I9 NOTEEC,7ft 2'-0"2'-0" EXISTINO TRACK SURFACE TO REMAIN. PROTECT TRACK SURFACE THROUCHOUT NEW WORK.

ALL STRUCTURAL STEEL REQUIRED TO BE PROVIDED AS PART OF BLEACHER PACKACE.

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T.O. PIERS @ "B" T.O. PIERS @ "A" T.O. PIERS @ "B" T.O. PIERS @ "A"$ $ $ $.a a.y-D 3 333T.424' +A 33T.424' +A 337.424' +/ 337.424' +/7\SHOULD TRAOK BE DAMACED IN ANYWAY, CONTRAOTOR SHALL REPAIR IN ACCORDANCE TO ORIOINAL BUILD I NO SPEC. -----------------------------------

2 2ALL LEVEL I NO PLATES AND ANCHOR BOLTS TO BE INCLUDED UNDER CONTRACT "B".

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11/14/2016 DJB AJB ISSUED FOR BIDCONCRETE CRADE BEAM UNDER CONTRACT "A".

ÀEXISTINO CONCRETE WALL TO REAM INC.-----------

APPROXIMATE LINE OF EXISTINO STREAM. STREAM SHALL BE PROTECTED THROUCHOUT NEW WORK UNDER CONTRACT "B".

APPROXIMATE LINE OF EXISTINO STREAM. STREAM SHALL BE PROTECTED THROUCHOUT NEW WORK UNDER CONTRACT "B".-------------------

CONTRACTOR TO CONFIRM ALL PIER ELEVATIONS AND PLUMB ALIONMENT PRIOR TO START OF CONTRACT "B".

r 1 r 1CONTRACTOR TO CONFIRM ALL PIER ELEVATIONS AND PLUMB ALIONMENT PRIOR TO START OF CONTRACT "B".

I I I II_______________I I__________________________________ I

STATE PROJECT NO. 3385-050-17-1000AA BBC C

PROJECT NO. SHEET NO.

HOME SIDE BLEACHER SECTION AT PRESS BOX scale w = r-tr 16 HOME SIDE BLEACHER SECTION scale w = r-tr 1

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Moms School Dist. New Grandstands at Morristown High SchoolName of Project: Project No: 3082

Morristown High School 50 Early Street Morristown, NJ 07960Address:

Morristown High School 50 Early Street Morristown, NJ 07960Pre-Bid Meeting Date &

Time:Pre-Bid Meeting Location:11/18/16 @ 11:00AM

Morris School District Board of Education 31 Hazel Street Morristown, NJ 07960

Bid Opening Date & Time:

Bid Opening Location:12/14/16 @ 2:00PM

$ 75.00Cost of Bid Scope of Work:

Dismantling of existing concrete grandstands. Installation of new aluminum home and visitor bleachers with prefab press box at home side. Installation of new fencing. Installation of new asphalt walk.

Set: non-refundable

ConstructionBudget:

State Funded$1,895,000

[FI Yes ^ No

Home bleachers - 10,000 s.f. Visitor bleachers - 5,700 s.f.

NEW #of Floors:NEW s.f.: RENOV. s.f.:

Company: MPP Engineers Company: -

StructuralConsultant:

MechanicalConsultant:

Contact: Scott McConnel Contact Name:

Tel: 609.489.5511 Fax: 609.489.5916 Tel: Fax:

Company: Strunk-Albert EngineeringCompany: -

PlumbingConsultant:

ElectricalConsultant:

Contact: David StrunkContact:

Tel: Tel:Fax: Fax:570.421.2025

Company: Boswell Engineering Company :

CivilEngineer:

ConstructionManager:

Contact: Jeff Morris Contact:

Tel: Tel:201.461.0770 Fax: 201.641.1831 Fax:

Other: Single overall contract for general construction.

30 galesi drive • west wing • wayne, new jersey 07470 • tel 973-256-0202 • fax 973-256-0227 e-mail: dicararubino.com • www.dicararubino.com

F:\Projects\3082 Morris School District - New Grandstands @ Morristown HSXBid Folder\3 082 Scope of Work, doc

30 galesi drive • west wing • wayne, new jersey 07470 • tel 973-256-0202 • fax 973-256-0227

e-mail: dicararubino.com • www.dicararubino.com F:\Projects\3082 Morris School District - New Grandstands @ Morristown HS\Bid Folder\3082 Scope of Work.doc

di cara | rubino

Name of Project: Morris School Dist. New Grandstands at Morristown High School Project No: 3082

Address:

Morristown High School

50 Early Street

Morristown, NJ 07960

Pre-Bid Meeting Date &

Time: 11/18/16 @ 11:00AM

Pre–Bid Meeting

Location:

Morristown High School

50 Early Street

Morristown, NJ 07960

Bid Opening Date &

Time: 12/14/16 @ 2:00PM

Bid Opening

Location:

Morris School District Board of Education

31 Hazel Street

Morristown, NJ 07960

Cost of Bid

Set: $ 75.00 non-refundable

Scope of

Work: Dismantling of existing concrete grandstands. Installation

of new aluminum home and visitor bleachers with prefab

press box at home side. Installation of new fencing.

Installation of new asphalt walk. Construction

Budget: $1,895,000

State Funded

Yes No

NEW s.f.: - NEW #of

Floors: - RENOV. s.f.:

Home bleachers – 10,000 s.f.

Visitor bleachers – 5,700 s.f.

Structural

Consultant:

Company: MPP Engineers

Mechanical

Consultant:

Company: -

Contact: Scott McConnel Contact Name:

Tel: 609.489.5511 Fax: 609.489.5916 Tel: Fax:

Plumbing

Consultant:

Company: -

Electrical

Consultant:

Company: Strunk-Albert Engineering

Contact: Contact: David Strunk

Tel: Fax: Tel:

570.421.2025

Fax:

Civil

Engineer:

Company: Boswell Engineering

Construction

Manager:

Company: -

Contact: Jeff Morris Contact:

Tel: 201.461.0770 Fax: 201.641.1831 Tel: Fax:

Other: Single overall contract for general construction.

MORRISTOWN HIGH SCHOOL GRANDSTANDS AND PRESS BOX

PROJECT #3082 13125 -1

November 9, 2016

SECTION 13125 GRANDSTANDS AND PRESS BOX

PART 1 - PERFORMANCE CRITERIA

1.1 SCOPE OF WORK

A. Provide an outdoor permanent grandstand for the home and visitor side as shown on drawings and detailed in these performance specifications

B. Provide necessary demolition, engineering, material, freight, concrete, installation, related site work and supervision to provide grandstand seating systems at the multi-sport stadium in accordance with the following specifications.

1.2 PERFORMANCE CRITERIA

A. The minimum acceptable standards of design are:

1. Grandstands are elevated per plans. Front Walkway to be 6'-2” deep. Overall length per plans. Permanent clear span I-Beam Design Home Side stand and Permanent Leg Truss Design Visitor Stand. Total net seating capacity with Handicap seating per plans.

2. 13”/24” Rise/run using Tongue and Groove fully closed treads with a surface mount system Home Side. Tongue and Groove semi-closed treads visitor side with a standard 8”/24” rise/run.

3. Aisle layout is per plans. There shall be center aisle rails or end aisle rails per code.

4. Handicap seating areas per plans with side and back closure panels.

5. Finishes to be “hot dipped” galvanized on the steel understructure, clear anodized on the seat boards, high performance Dur-Kyn high performance paint on the aluminum aisle nosing strips at aisles and stairs, high performance Dur-Kyn high performance painted finish on aluminum stair risers and main grandstand risers. Perimeter steel railing risers to be hot dipped galvanized, horizontal pipe rails to be clear anodized and utilizes 6 ga. black vinyl chain link fencing. Home side back of stand and at perimeter of press box filming platform, side landing shall be aluminum vertical picket rails, color black.

B. Signage

1. Properly label all handicap seating areas

C. Sloped Front press box- 8' x 42' wide steel framed press box with ship ladder stair access to

filming platform. Interior finishes per plans. Film Platform to have a full areas steel canopy cover.

D. An AISC certified steel fabricating plant is a requirement of this project for quality control and assurances. See Section Quality Assurance, A. Item 7.

E. Aluminum footboards: Premium traction system finish. Provide a premium traction finish that achieves a “high traction” rating as defined by the ANSI/NFSI B 101.1 standards with a minimum of .08 slip co-efficiency rating. The premium traction system must be verified, tested and proven. Finishes must prevent any water staining with coatings used. Required on grandstand footboards, stairs and ramps. Standard mill finish does not meet the requirements.

MORRISTOWN HIGH SCHOOL

GRANDSTANDS AND PRESS

BOX

PROJECT #3082 13125-11

November 14, 2016

F. Front closure using aluminum riser material finished with Dur-Kyn paint and using necessary concealed supports for home stand only

G. Stair and ramp exits as shown on plans.

H. Handicap seating areas as listed on plans.

1.3 RELATED WORK/ RELATED SECTION

A. In accordance with plans and specifications:

1. Demolition - By G.C.)

2. Concrete Foundations / Capping (By G.C.)

3. Main electrical feed and final hook-up to press box (By Electrical Contractor/G.C.)

4. Surveying, site preparation and final grading (By G.C.)

1.4 QUALITY ASSURANCE

A. Manufacturers Qualifications:

1. Manufacturers must have a minimum of ten years of experience in the manufacturing of grandstands and press boxes under current company name.

2. Manufacturer must provide five references (if requested) of similar projects within the State of New Jersey completed in the last three years. References shall include scope of work, contract amount, owner's name and phone numbers, contract completion date and actual completion date.

3. Manufacturer shall have local representation within a reasonable mile radius of the project. Representative is responsible to attend job site meetings, provide sequencing and scheduling information and make decisions on behalf of the manufacturer. Due to the coordination and timeframe of this project, it is imperative that this representative can immediately respond, in person, to evaluate questions, concerns and actions and resolve issues that immediately impact the fabrication and installation of the product or other contractors' abilities to proceed with their work. Resume of representatives needs to be submitted for review and approval.

B. List with submission the date that you visited the site and reviewed the existing conditions.

1. If approved bidder is a dealer or representative of the manufacturer in addition to the manufacturer the dealer must provide the same information required in this section.

C. Welders must be AWS certified; manufacturing capabilities in accordance with the governmental agencies having jurisdiction.

D. Steel fabrication to be done in an AISC certified plant or in compliance with IBC Chapter 17. A third party AISC approved inspection agency must be hired to complete and properly document these inspections. The agency must disclose any possible conflicts of interest so that objectivity can be confirmed. Certified reports shall be submitted directly to the architect for confirmation. All associated costs shall be inclusive with the manufacturers bid.

E. Installers Qualifications:

MORRISTOWN HIGH SCHOOL

GRANDSTANDS AND PRESS

BOX

PROJECT #3082 13125-11

November 14, 2016

bleacher. And 6 pounds per square foot of dead load on seats, footboards, risers and steel framing.

C. All seat and footboard members shall be designed to support not less than 120 pounds per linear foot. The bleacher shall be designed to resist, with or without live load, horizontal wind load appropriate for local conditions. It shall also be designed to resist, in addition to the live load, sway forces applied to the seats in a direction parallel to the length of the seat planks 24 pounds per liner foot; and, in a direction perpendicular, stresses in aluminum members and connections shall not exceed those specified for Building Type Structures by the Aluminum Association.

I. General: The structure shall be properly braced for wind and construction loads until all structural elements are secured. Lateral and longitudinal bays shall be cross-braced as required. Guardrails shall be of adequate size, location, and height to meet specified codes and designed to carry required loads. Exit stairs and intermediate aisle stairs shall be completely closed, in the direction of travel and shall have a maximum rise of 7” and a minimum tread of 11”.

F. Code Compliance: Submittals shall be based upon specifications and drawings contained in the bid documents. Architect will not review any design or product changes prior to the bid date. Design changes to reduce overall aisle egress calculations or number of stair and ramp exits will not be allowed. Design changes to seat board bracket support and location is not allowed. All bidders must bid in accordance with these specifications.

1. The Bleacher Contractor shall be responsible to meet the code interpretation provided in the bid documents and modify as required by state or local governmental review boards.

2. Calculations that demonstrate code compliance with egress and exit of aisles, stairs, and ramps are a required submission with approved drawings.

1.8 MAINTENANCE

A. Manufacturer's Recommendations:

1. Owner conduct annual visual inspection and required maintenance of grandstand and press box to assure safe conditions.

2. It is also recommended that a professional engineer, registered architect or certified grandstand representative performs inspections biennially.

PART – 2

2.1 PRODUCT MANUFACTURERS

A. The Design intent is based on product provided by Southern Bleacher Company (800) 433-0912; Graham TX or approved equal.

B. Products specified herein have been selected because of their quality of construction, configuration, design, function, available finishes, components, accessories, dimensions, shape and style.

C. Only manufacturers listed here or in an addendum are approved to bid and only in strict accordance with plans and specifications. No substitutions for product will be permitted.

1. Provide a side by side comparison of all products specified including the press box

2. Provide proof of a minimum of 10 years manufacturing experience.

3. Provide a reference list with contacts for a minimum of 5 projects in the State of NJ over the last 3 years. This list should be of similar projects.

MORRISTOWN HIGH SCHOOL

GRANDSTANDS AND PRESS

BOX

PROJECT #3082 13125-11

November 14, 2016

4. Provide a sample drawing of press box to verify compliance with specified design and finishes.

5. Provide proof of AISC certified fabrication plant.

6. Provide proof of high performance coating systems per specifications along with samples

D. Bidder and/or contractor will be held financially responsible for adhering to the products specified herein and as detailed on the drawings

E. Only the Architect/Owner reserves the right to accept or approve Grandstand manufacturers.

2.02 PERMANENT STEEL GRANDSTAND

A. Product Description - Tongue and Groove Deck with channels for mounting seats, rails and midsteps home side. Tongue and Groove semi-closed deck – visitor side.

1. The intent of the product design is to reduce and minimize the deflection of the aluminum deck and allow for future reconfiguration of seating as may be needed. All individual deck members shall be fitted together longitudinally at all tread, front walk and cross walk locations. This design, in ambient conditions, allows for expansion and contraction without damage or deformation of the aluminum deck. All deck members shall be secured with two hold down clips at each structural member.

2. Permanent I-Beam Home and Leg Truss visitor stand design – per plans.

3. Vertical columns are placed with spacings as shown per plans.

4. Traverse bays are free of cross bracing the total length of the grandstand.

5. Stringers are wide flange with seal welded steel angle rise and depth fabrication and are placed where noted on plans

6. Front Walkway:

a. Clear width 60 inches.

1) Grandstand: Elevated per plans.

7. Entry stairs to be firmly anchored to uniformly poured concrete bases.

a. Stair rise: 7 inches (max) per Building Code with vertical aluminum closure.

b. Stair tread depth: 11 inches (min) per Building Code with contrasting extruded aluminum aisle nosing at leading edge of each tread.

c. Guardrails on Stair to be 42 inches above leading edge of step with two line anodized aluminum rail and filled with 6 gauge black vinyl coated chain link fence (2” mesh).

d. Stairs to have offset handrail extensions on each side of stair. The handgrip portion of handrails shall not be less than 1 1/2 inches or more than 2 inches in cross-sectional dimension or the shape shall provide an equivalent gripping surface. The handgrip portion of handrails shall have a smooth surface with no sharp corner. The top of handrails and handrail extensions shall be placed not less than 34 inches or more than 38 inches above the nosing of treads and landings. Handrails shall be continuous the full length of the stairs and shall extend in the direction of the stair run not less than 12 inches beyond the bottom riser. Ends shall be returned or shall terminate in newel posts or safety terminals. Handrails shall be extruded anodized aluminum.

8. Aisles:

a. Aisles with seating on both sides to have 34-inch high handrail with intermediate rail at approximately 22 inches above tread. Aisles with seating on one side shall have 34-inch high handrail attached to guardrail system. Handrail shall be mounted to provide clearance from guardrail system in accordance with building code.

b. Pre-fabricated anodized aluminum handrails with continuous rounded ends are discontinuous to allow access to seating through a space 22 inches (min.) to 36 inches (max.).

1) Handrails shall connect to decking / riser surface without penetration of the deck system. Any attachment which must have holes drilled through the decking or intermediate step members is not acceptable.

MORRISTOWN HIGH SCHOOL

GRANDSTANDS AND PRESS

BOX

PROJECT #3082 13125-11

November 14, 2016

2) If half steps are required, these steps shall be constructed of the same materials as the treads and risers of the grandstands. Ends shall be completely closed and attached with same mechanical fasteners as used for seat brackets. Extruded aluminum contrasting aisle nosing shall be mechanically fastened to the leading edge of each step.

9. Aluminum Decking System:

a. Grandstand: rise per and tread depth per plans.

b. Each seat 17 inches above its respective tread.

c. Decking Arrangement Tongue and Groove Deck, Fully Closed Deck Home side and semi-closed deck Visitor Side per section plans

d. The seats shall be 2 x 10 flat designed extruded aluminum alloy, 6063-T6 with clear anodized 204R1, AA-M10C22A31, Class II finish. Seats shall have serrations on top side to allow for safety of occupants.

e. The tread system shall be comprised of aluminum extrusions which fit together lengthwise in a male-female shape running the length of the planks. This tongue and groove mechanism will minimize deflection and not separate due to loads being applied to individual planks. The locking mechanism by design shall allow for expansion and contraction of individual planks without effecting performance of the system. Welded deck is not an acceptable product for this project. The rain water should be able to penetrate the deck and drip to stone base below.

f. The system shall cause the deck planks to react together at all treads and cross walks to live load and form the appearance of a single tread system. By design, this system forms a solid, overlapping tread and riser installation.

g. The nose extrusion shall allow for a 1” extruded aluminum contrasting nose piece to be flush mounted on the leading edge and shall capture the vertical riser plank in an extruded pocket. The heel extrusion shall have a.70” vertical lip at the rear of the plank to allow for placement of vertical riser plank.

h. These extrusions shall be such that the attachment of the seat brackets, step brackets, mid-aisle rails and all other components is accomplished without deck penetrations. No through bolting or drilling of the aluminum tread / riser system shall be permitted.

i. The system shall allow for seat and aisle reconfiguration at any time without evidence of its previous configuration. Bolting through the deck for attachment of seat supports, intermediate steps and aisle rails is not acceptable.

j. Entry stairs to be a minimum 2 x 11 mill finish aluminum with inset extrusion to accept contrasting nosing member.

k. Ramp planks to be interlocking to resist deflection of live loads.

l. Open ends of planks to be covered with anodized aluminum end caps, securely fastened to the plank.

m. Joint sleeves: Dual joint sleeves to be inserted at each butt joint of each load bearing aluminum plank, and to penetrate 6 inches into each plank at the joint.

10. Guardrailing: To be at all sides of bleacher, entry stairs, ramps portals and landings.

a. Vertical rail risers to be galvanized steel angle 3” x 3” x ¼ (50 ksi) for steel to steel connection and fastened with 3/8” galvanized hardware

b. Horizontal railing to be anodized aluminum with aluminum cast end plugs at ends of straight runs and/or elbows at corners.

c. All guards shall be secured to vertical rail members with hot dipped galvanized fasteners and clamps

d. Railings shall be placed at a minimum of 42” above walkways, entrances and adjacent seat boards.

e. The barrier material shall include 6 gauge black vinyl coated chain link fencing, fastened in place with hot dipped galvanized tension bars and aluminum ties. Back of the Home Stand, Press Box filming platform and Press Box landing platforms to be aluminum vertical picket style rails – color black.

MORRISTOWN HIGH SCHOOL

GRANDSTANDS AND PRESS

BOX

PROJECT #3082 13125-11

November 14, 2016

3. Hardware:

a. Bolts, Nuts: Hot-dipped galvanized or mechanically galvanized.

b. Hold-down Clip Assembly: Aluminum alloy 6005A-T6, mill finish.

c. Structural Hardware: Equal to or greater than hot dipped galvanized ASTM-A307. No connections utilizing high strength bolts are classed as slip critical.

d. Aisle Nose and Stair Nose: Aluminum alloy, 6063-T6, slip-resistant black painted finish. Mechanically fastened.

e. Fabrication:

E. Design Load:

1. Live Load: 100 psf gross horizontal projection.

2. Lateral Sway Load: 24 plf seat plank.

3. Perpendicular Sway Load: 10 plf seat plank.

4. Live Load of Seat and Tread Planks: 120 plf.

5. Handrails and Guardrail: Designed to resist a single concentrated load of 200# applied in any direction at any point along the top. Per IBC Building Code.

6. Wind load: Per IBC Building Code.

7. Liveload deflection of structural members shall be limited to L/200 of the span.

F. All manufactured connections to be shop welded.

1. Manufactured by certified welders conforming to AWS Standards.

2.03 PRESS BOX WITH STEEL FRAME STRUCTURE (WOOD PRESS BOXES ARE PROHIBITED)

A. Product Description: Type II Construction. This press box design criteria must be met during bid and subsequently providing the product as listed and specified. Manufacturer's standard boxes if they do not meet the criteria, will not be acceptable

B. Press box Dimensions: (8) feet wide x (42) feet long – sloped front design with full roof top steel canopy roof cover

C. Press box to be of open construction, allowing inspection of electrical wiring, switches and other components without destructive disassembly.

D. Press box to be constructed with interior ships ladder access to filming platform.

E. Press box sloped front window design is required

F. Press Box Support Structure:

1. Structural shapes meet one of the following ASTM specifications: A36, A36/A572 grade 50, A572 grade 50, A529-50, or A500 grade B.

2. Shop connections are seal welds.

3. After fabrication, all steel is hot-dipped galvanized to ASTM-A-123 specifications.

G. Press Box: All materials shall be new and shall comply with ASTM specifications.

1. Floor

a. Main support to be a galvanized steel floor frame sized to support structure and metal belly pan for support of insulation.

MORRISTOWN HIGH SCHOOL

GRANDSTANDS AND PRESS

BOX

PROJECT #3082 13125-11

November 14, 2016

1) Frame: Extruded aluminum single hung, horizontal sliding unit, thermal break.

2) Sash: Tilt toward inside for easy cleaning.

3) Glazing: Clear tempered panes.

4) Dimensions of each unit: Dependent on compartment size. At interior wall locations or structural support locations the dimension between windows shall be no greater than 6 inches.

5) Finish: Electrostatically applied acrylic enamel.

h. Work Bench

1) 18 inch deep clear anodized aluminum countertop with a radius front edge.

2) Support using 4” x 2” x 14 ga. Steel “cee” on 4” x 4” x 11 ga. Sq. tubing welded to steel.

3) Shelf brackets do not provide proper support and are not acceptable.

i. Painting: Materials equal to. Coronado or equal.

1) Surfaces: Exterior Door(s), Door Frame(s)

(a) Primer: Applied by Door Manufacturer.

(b) Finish: 2 coats acrylic latex semi-gloss enamel applied by press box manufacturer.

2) Surfaces, Exterior Siding

(a) Primer: Applied by Siding Manufacturer.

(b) Finish: Applied by Siding Manufacturer.

(c) Touchup: If applicable

3) Surfaces: Wall and Roof Structure

(a) Primer: Coronado DTM Industrial 180-11 acrylic metal primer applied after welding, or equal.

j. Caulking: Sonneborn NP1 - Polyurethane sealant, All temperature, UV resistant, or equal. Silicone products are not acceptable.

k. Electrical Work:

1) Submittal drawing shall indicate devices and circuitry.

2) Fixtures: Recessed panel troffer light fixture for use in grid ceiling systems.

3) Wiring to be in nonmetallic Panduit, or equal. N.E.C. breaker box to be 100 amp service mounted on wall with 2 inch rigid conduit to be stubbed out at back wall of press box ready for service line to be connected.

4) Service line to Press Box (By Electrical Contractor)

5) Electrical outlet(s) installed per NEC shall be standard duty.

(a) All outlets shall be surface mounted on wall.

6) Sound, Telephone, Clock, Field Communication: Empty double outlet boxes per N.E.C. with 3/4 inch conduit stubbed out bottom of Press Box. Electrical contractor is responsible for re-connecting all electric, telecommunications and audio visual wiring, conduit and equipment to the press box.

7) Outlet boxes to be flush mounted into wall. Any wiring completed on-site will be responsibility of such contractor for inspections. Quantity per plans.

8) Filming Area/Observation Deck: Weathertight outlet box for cameras. Quantity: Two. Owner shall indicate additional outlets needed.

9) Provide baseboard heat units as required

10) Provide in each room an emergency combination exit/flood light with battery back-up. Also provide two exterior emergency lights with remote heads.

11) Provide (2) wall mount exterior lights with photocell

l. Provide fire extinguishers at each exit door (2) total.

2. Filming Area/Observation Deck

a. Access

1) Interior ships ladder to filming platform