Amalie Arena Sixth Floor East Roof Replacement

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Amalie Arena Sixth Floor East Roof Replacement 401 Channelside Drive Tampa, Florida 33602 February 18, 2016

1 Amalie Arena Sixth Floor East Roof Replacement 401 Channelside Drive Tampa, Florida February 18, 2016 ROOF ENGINEERING ASSOCIATES, INC. 500 County Road One, P.O. Box 549 Palm Harbor, FL (727)

2 SECTION DISCLOSURE STATEMENT ALL INFORMATION CONTAINED IN OR DISCLOSED BY THIS DOCUMENT IS CONSIDERED CONFIDENTIAL AND PROPRIETARY INFORMATION BY ROOF ENGINEERING ASSOCIATES, INC. IT SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT PERMISSION OF ROOF ENGINEERING ASSOCIATES, INC. ROOF ENGINEERING ASSOCIATES, INC. 500 County Road One P.O. Box 549 Palm Harbor, Florida Phone (727) Fax (727) Florida Board of Professional Engineers Certificate of Authorization No END OF SECTION Amalie Arena 6 th Floor Roof February 18, Disclosure Statement

4 SECTION PROJECT DIRECTORY NAME/ADDRESS REPRESENTATIVE JOB SITE: Amalie Arena Mr. Steve Butler 401 Channelside Drive Tel: (813) Tampa, Florida ENGINEER: Roof Engineering Associates, Inc. William J. Schultz, P. E. 500 County Road One Tel: (727) P.O. Box 549 Fax: (727) Palm Harbor, Florida CONTRACTOR: END OF SECTION Amalie Arena 6 th Floor Roof February 18, Project Directory

5 SECTION INVITATION TO BID Sealed bids will be received from qualified Contractors for the reroofing services of: Amalie Arena Sixth Floor East Roof 401 Channelside Drive Tampa, Florida, Faxed proposals will be received until 2:00 PM, March 3, 2016, Attention: Mr. Steve Butler at Fax (813) Original proposals (three copies) are to be received in the office of Amalie Arena no later than March 4, Amalie Arena 401 Channelside Drive Tampa, Florida, Attn: Mr. Steve Butler Bids shall be submitted fully complete with all required proposal documents, including: completed bid forms and completed contractor s qualification statement. The Owner is under no obligation whatsoever to accept the lowest Bid or any other Bid submitted, and the Owner in its sole discretion may accept a Bid other than the lowest Bid for any reason whatsoever that shall seem satisfactory to the Owner. Moreover, the Owner reserves the unbridled right in the Owner s sole discretion to reject any and all Bids for any reason whatsoever that shall seem satisfactory to the Owner. A mandatory pre-bid meeting shall be held at the site on February 25, 2016 at 1:30PM. Parking is available in the North Employee Parking Lot located at Channelside Drive and S. Caesar Street. We will meet at Gate D at the east side of the arena. Attendance at this meeting is mandatory to submit a bid. Bid documents on disk will be handed out at the meeting. END OF INVITATION Amalie Arena 6 th Floor Roof February 18, Invitation to Bid

6 SECTION BID FORM PROJECT IDENTIFICATION: Amalie Arena Sixth Floor East Roof 401 Channelside Drive Tampa, Florida THIS BID IS SUBMITTED TO: Amalie Arena 401 Channelside Drive Tampa, Florida ATTN: Mr. Steve Butler Tel: (813) Fax: (813) The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with OWNER in the form included in the Bidding Documents to perform all Work as specified or indicated in the Bidding Documents for the prices and within the times indicated in this Bid and in accordance with the other terms and conditions of the Bidding Documents Bidder accepts all of the terms and conditions of the Invitation to Bid and Instructions to Bidders, including without limitation those dealing with the disposition of Bid security. The Bid will remain subject to acceptance for 60 days after the Bid opening, or for such longer period of time that Bidder may agree to in writing upon request of OWNER In submitting this Bid, Bidder represents, as set forth in the Agreement, that: A. Bidder has examined and carefully studied the Bidding Documents, the other related data identified in the Bidding Documents, and the following Addenda, receipt of all which is hereby acknowledged. Addendum No. Addendum Date B. Bidder has visited the Site and become familiar with and is satisfied as to the general, local and Site conditions that may affect cost, progress, and performance of the Work. C. Bidder is familiar with and is satisfied as to all federal, state and local Laws and Regulations that may affect cost, progress and performance of the Work. D. Bidder does not consider that any further examinations, investigations, explorations, tests, studies, or data are necessary for the determination of this Bid for performance of the Work at the price(s) bid and within the times and in accordance with the other terms and conditions of the Bidding Documents. E. Bidder is aware of the general nature of work to be performed by OWNER and others at the Site that relates to the Work as indicated in the Bidding Documents. Amalie Arena 6 th Floor Roof February 18, Bid Form

7 F. Bidder has correlated the information known to Bidder, information and observations obtained from visits to the Site, reports and drawings identified in the Bidding Documents, and all additional examinations, investigations, explorations, tests, studies, and data with the Bidding Documents. G. Bidder has given ENGINEER written notice of all conflicts, errors, ambiguities, or discrepancies that Bidder has discovered in the Bidding Documents, and the written resolution thereof by ENGINEER is acceptable to Bidder. H. The Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for the performance of the Work for which this Bid is submitted Bidder further represents that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any agreement or rules of any group, association, organization or corporation; Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid; Bidder has not solicited or induced any individual or entity to refrain from bidding; and Bidder has not sought by collusion to obtain for itself any advantage over any other Bidder or over OWNER Bidder will complete the Work in accordance with the Contract Documents for the following price(s): LUMP SUM BIDS: BASE BID ($ ) Alternate 1 Install Railing System Along East and South Walls Add ($ ) Alternate 2 Install fireproofing at underside of roof deck where not now installed or missing Add ($ ) Proposed Plumbing Subcontractor Proposed Fireproofing Subcontractor UNIT PRICING: Use attached Unit Price Form Bidder agrees that the Work will be substantially complete per the work schedule provided by the Bidder and ready for final payment within 30 calendar days after the substantial completion date The following documents are attached to and made a condition of this Bid: A. Proposed time schedule to complete proposed roof replacement project (assuming proposed contract start date of April 4, 2016); B. Proof of State Licensure; C. Insurance Certificate. Amalie Arena 6 th Floor Roof February 18, Bid Form

8 SUBMITTED on State Contractor License No.. Corporation Name: State of Incorporation: Name (typed or printed): Title: Business address: Phone No.: FAX No.: END OF SECTION Amalie Arena 6 th Floor Roof February 18, Bid Form

9 SECTION UNIT PRICE FORM Unit Prices listed below are for the event additional work beyond the original project scope is required, and shall include all Costs of the Work including the Contractor s Fee. Contractor shall use fair market pricing. Prices deemed to be excessive will not be accepted. The Owner reserves the right to negotiate with Contractor on lowering excessive pricing. If this is not acceptable, the submitted Bid may be rejected. Description Units Est. Units Unit Cost Replace steel decking Sq. Ft. 100 $ $ Clean and coat steel decking Sq. Ft. 50 $ $ Replace wet tapered insulation Sq. Ft. 100 $ $ Replace ½ DensGlass sheathing Sq. Ft. 100 $ $ $ $ Extension (see Note) Description Unit Price Labor for Electrical Per Hour (Direct Out of Pocket Labor) $ Labor for Single-Ply Roofing Per Hour (Direct Out of Pocket Labor) $ Labor for Steel Fabrication Per Hour (Direct Out of Pocket Labor) $ Labor for Mechanical Per Hour (Direct Out of Pocket Labor) $ Labor for Flashing & Sheet Metal Per Hour (Direct Out of Pocket Labor) $ Labor for Carpentry Per Hour (Direct Out of Pocket Labor) $ NOTE: When estimated units are used in the calculation of the unit price Extension, the Extension amount shall be included in the Base Bid. If all the estimated units are not used, the unit cost shall be used for a deductive change order. Amalie Arena 6 th Floor Roof February 18, Unit Price Form

10 February 18, 2016 GUIDE SPECIFICATION AMALIE ARENA SIXTH FLOOR EAST REROOFING TAMPA, FLORIDA REA Project No Project Information This outline is not intended to be all-inclusive, but to serve as a guide specification for the anticipated work. All work shall be performed in general accordance with the roofing material manufacturer s requirements and the Florida Building Code. In general, this project will include the following scope of services: 1. Remove the existing sheet metal coping system on the east and south walls. Clean off existing sealants and store for reuse. Remove the metal siding on the west and north walls as necessary to remove the existing flashings. Reinstall temporarily to keep building watertight. Existing electrical will be removed and reinstalled by inhouse electricians. 2. Remove the existing PVC single-ply roof membrane and flashings, including all membrane fasteners. 3. At new roof drain location (where existing steel deck is corroded), install new 14 gauge 29 x33 recessed sump pan (Marlyn Steel), secured at each roof deck top flange with ¼-14x3/4 Blazer Drill screws (DP3). Install two new A36 3x3x1/4 steel angles (prime coated) below sump pan, spanning from bar joist to bar joist. Secure to bottom side of bar joists with two ¼-20 x 1-1/2 Blazer Drill Screws (DP5) per attachment. 4. Install new JOSAM four inch no-hub roof drain with cast iron dome and underdeck clamp. Connect roof drain to adjacent storm drain pipe (to the west) with cast iron piping. Install pipe hanger supports at four feet on center to bar joists. Plumbing work shall be performed by licensed plumbing sub-contractor. New and existing roof drain bowls, clamping rings and strainers shall be cleaned, primed and painted. Primer shall be Sherwin Williams Corothane I Pre-Prime. Top coat shall be Sherwin Williams Corothane I HS. Color shall match Sherwin Williams Sw6965 Hyper Blue. 5. Install new Bilco S50 roof hatch with aluminum hardware and Ladder Up Safety Post (LU-1). Roof hatch cover shall open in the long dimension (facing east) special order item. 1

11 Amalie Arena 6 th Floor Roof February 18, Guide Specification 6. Remove and replace any wet tapered polyisocyanurate insulation with new tapered polyisocyanurate insulation. Remove and replace any wet ½-inch DensGlass with new ½-inch DensGlass Sheathing. 7. Install new tapered (1/2 inch per foot) polyisocyanurate insulation to the new roof drain, providing a minimum 4 ft. by 4 ft. sump and positive drainage leading to the sump area. Install new crickets (sloped ½ inch per foot) at the high side of all roof curbs. 8. Over the entire roof area, over the polyisocyanurate insulation, install ½-inch DensDeck or Securock board, 4 ft. by 4 ft. in size. Joints shall be staggered. 9. Install new Sika Sarnafil Rhino Bond System with 80 mil S327 roof membrane. Roof system shall be installed in accordance with System SC-43 from Florida Product Approval No. FL9274-R7. PVC Rhino Bond plates and Sarnafastener-XP screws shall be installed at the rate of four per board (4 ft. by 4 ft. board size) in the field of the roof (Zone 1), eight per board in the four feet wide perimeters (Zone 2) and 12 per board in the southeast corner (Zone 3). 10. At the overflow scupper at the south side of the roof, install new clad metal lined scupper. 11. At all roof curbs, fans and roof hatch, install Sarnatred V over the new roof membrane. 12. Reinstall coping system and wall panels that were removed in order to install the new roof system. 13. Alternate One Provide and install a Bluewater Manufacturing Safety Rail 2000 Rooftop Fall Protection Guardrail System at the east and south perimeters (and required turn back railings from the perimeters). Guardrail system shall have a galvanized finish. Sarnatred-V walkway pads shall be installed at each base. 14. Alternate Two At the underside of the roof deck, at any exposed structural steel, steel angles and steel decking, install fireproofing to match existing fireproofing system. Subcontractor shall be a licensed fireproofing contractor. Warranty Requirements Roof Repairs Materials and Workmanship Contractor s Warranty for all work: Two Years from Date of Substantial Completion Manufacturer s NDL Warranty Twenty Years from Date of Substantial Completion 2

13 SEE GUIDE SPECIFICATION FOR FASTENING REQUIREMENTS AMALIE ARENA - 6TH FLOOR EAST ROOF

14 Roof Engineering Associates, Inc. JOB TITLE Amalie Arena 6th Floor East Roof 500 County Road One, P.O. Box 549 Tampa, Florida Palm Harbor, FL JOB NO SHEET NO. 1 D (727) CALCULATED BY WJS DATE 1/4/16 FL Certification of Authorization No CHECKED BY DATE Wind Loads - Components & Cladding : h > 60' Kh (case 1) = 1.19 h = 76.0 ft Base pressure (qh) = 35.1 psf a = 3.0 ft Minimum parapet ht = 0.0 ft GCpi = +/-0.18 Roof Angle (θ) = 1.2 deg qi = qh = 35.1 psf Nominal Wind Pressures Roof GCp Surface Pressure (psf) User input Area 10 sf 100 sf 500 sf 10 sf 100 sf 500 sf 75 sf 500 sf Negative Zone Negative Zone Negative Zone Positive Zones Parapet qp = 0.0 psf Surface Pressure (psf) User input Solid Parapet Pressure 10 sf 100 sf 500 sf 40 sf CASE A = pressure towards building (pos) CASE A : Interior zone: CASE B = pressure away from bldg (neg) Corner zone: CASE B : Interior zone: Corner zone: Walls GCp Surface Pressure at h User input Area 20 sf 100 sf 500 sf 20 sf 100 sf 500 sf 50 sf 200 sf Negative Zone Negative Zone Positive Zone 4 & NOTE: Negative zones 4 & 5 pressures apply to all heights. Positive pressures vary with height, see below. Wall surface pressure at 'z' Positive zone 4 & 5 (psf) User input z Kz Kzt qz (psf) sf 200 sf 0 to 15' ft ft ft ft ft ft ft h = 76.0 ft ridge = 76.2 ft

00027921 CHECKED BY DATE Location of C&C Wind Pressure Zones Roofs w/ θ 10 Walls h 60'

Monoslope roofs h > 60' Monoslope 3 degrees 3 < θ 10 h 60' & alt design h<90' h 60' & alt

15 Roof Engineering Associates, Inc. JOB TITLE Amalie Arena 6th Floor East Roof 500 County Road One, P.O. Box 549 Tampa, Florida Palm Harbor, FL JOB NO SHEET NO. 1 D (727) CALCULATED BY WJS DATE 1/4/16 FL Certification of Authorization No CHECKED BY DATE Location of C&C Wind Pressure Zones Roofs w/ θ 10 Walls h 60' Gable, Sawtooth and and all walls & alt design h<90' Multispan Gable θ 7 degrees & Monoslope roofs h > 60' Monoslope 3 degrees 3 < θ 10 h 60' & alt design h<90' h 60' & alt design h<90' Monoslope roofs Multispan Gable & Hip 7 < θ < θ 30 Gable 7 < θ 45 h 60' & alt design h<90' Sawtooth 10 < θ 45 h 60' & alt design h<90' Stepped roofs θ 3 h 60' & alt design h<90'

August 19, Addendum No. 2 Roosevelt Hall Interior Renovation Brooklyn College Project No.: BY

August 19, Addendum No. 2 Roosevelt Hall Interior Renovation Brooklyn College Project No.: BY The City University Of New York August 19, 2010 Addendum No. 2 Roosevelt Hall Interior Renovation Brooklyn College Project No.: BY600-006 This Addendum is for the purpose of conveying the below Documents