The URL can be used to link to this page

Home My WebLink About555012 KUCH MECHANICAL CONTRACTORS LLC - CONTRACT - BID - 8136 SENIOR CENTER HVAC RENOVATION PHASE ISPECIFICATIONS AND CONTRACT DOCUMENTS FOR SENIOR CENTER HVAC RENOVATION PHASE I BID NO. 8136 PURCHASING DIVISION 215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS JULY 8, 2015 – 3:00 P.M. (OUR CLOCK) Financial Services Purchasing Division 215 N. Mason St. 2nd Floor PO Box 580 Fort Collins, CO 80522 970.221.6775 970.221.6707 fcgov.com/purchasing ADDENDUM NO. 2 SPECIFICATIONS AND CONTRACT DOCUMENTS Description of BID 8136: Senior Center HVAC Renovation Phase I OPENING DATE: 3:00 PM (Our Clock) July 10, 2015 To all prospective bidders under the specifications and contract documents described above, the following changes/additions are hereby made and detailed as follows: 1. The Opening Date has been changed to July 10, 2015 at 3:00 PM (our clock). 2. Additional Information Exhibit 1 – Questions & Answers Exhibit 2 – Revisions to the Drawings Exhibit 3 – Specifications for Owner Provided Equipment Exhibit 4 – Original Building Drawings (Uploaded in a separate Zip folder) Please contact John Stephen, CPPO, LEED AP, Senior Buyer at (970) 221-6777 with any questions regarding this addendum. RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN RECEIVED. Financial Services Purchasing Division 215 N. Mason St. 2nd Floor PO Box 580 Fort Collins, CO 80522 970.221.6775 970.221.6707 fcgov.com/purchasing Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 1 of 112 EXHIBIT 1 – QUESTIONS & ANSWERS 1. Please clarify the delivery of the New Owner Furnished Equipment? A. The Annex Air Pool unit is on order and scheduled to ship from the factory the end of September. It is being shipped to the project site and be there in October for the Contractor to install. B. The Pool and Gym ceiling fans are on order and will arrive in 3 weeks and be at the City’s warehouse for the contractor to pick up and install as they are ready. 2. Please confirm if the new Annex Air unit for the pool will need the gas line? A. Yes the unit is gas fired; please refer to the submittal attached. 3. Please clarify how the controls are being handled for the new Annex Air unit? A. Johnson Controls is shipping their controls to the factory to be installed and the unit will arrive with them installed. The contractor will have JCI in their cost and will coordinate the controls for this unit and with Ecube the City’s commissioning agent for this project. 4. Can we get the submittal for the Owner furnished Fans and Pool Unit? A. Yes, see attached information. Both the pool and gym fans will be purchased by the Owner and installed by contractor. The project narrative had the gym fans by contractor, but this is incorrect. 5. Will the pool be drained for the installation of the fans to be installed above? A. Aquatics has decided to drain the pool for ease of fan installation, but the work will need to be completed by end of day August 6th so the pool can be filled and have time to heat up for Class on August 10th. 6. During the walk through it was noted the gymnasium floor will be getting a new finish, when are the gym fans to be installed? A. Correct, the gym will not be available during our shut down of August 1 – August 10 because the wood floor is being sanded down and re-finished. The gym fans are on order and should arrive by July 24th. We will need the two gym fans installed after hours from 9:30 pm – 5:30 am the week prior to the facility shut down. This will keep us off the newly finished floor. 7. Please clarify how the contractor is to bid the replacement of the light in the original lobby? A. The Owner has purchased and ordered a replacement light fixture similar to the large light fixture in the lobby of the expansion recently completed. The contractor will be responsible for taking down the existing light fixture, turning it over to the Owner and installing the new fixture. This work will need to happen after hours along with the installation of the fans in the gymnasium. Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 2 of 112 EXHIBIT 2 – REVISIONS TO THE DRAWINGS Drawing Sheet A101 A1.01 Drawing B5. Add note to drawing. “RELOCATE EXISTING ELECTRICAL OUTLETS TO NEW WALLS.” There is one receptacle on the north and one on the south wing wall. Drawing Sheet M1.3 A1.02 Roof Demo Plan, Flag Note 9 on (E) DHU‐1: Replace with Flag Note 8. Drawing Sheet M8.1 A1.03 Add Remark note #4 to CF‐3 and CF‐4 in Fan Schedule. These units will be OFCI. Drawing Sheet E1.1 A1.04 Light fixture referenced in Note #2 shall be part of the phase 1 scope. Owner to furnish new pendant fixture to match new lobby fixture. Contractor to install. Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 3 of 112 g:\common\sales\mike\submitta\.doc Western Mechanical Solutions SUSTAINABLE – HEATING - COOLING 70 Broadway, Suite 300, Denver, CO 80203 Phone: 720.210.9210 Fax: 720.210.5481 www.westernmechanicalsolutions.com SUBMITTAL TRANSMITTAL SHEET ENCLOSED ARE: .pdf PRINTS EACH OF THE FOLLOWING DRAWINGS FOR: [] APPROVAL [] Return ONE (1) approved copy [] Fabrication held up until approval received. [] Units are released for fabrication and any changes may cause delay in shipment and additional costs. [] The contractor/engineer shall verify Unit Dimensions, Door, Drain, Coil, and piping/air inlet/outlet locations are correct. Western Mechanical Solutions will not be responsible for incorrect dimensions or locations if written correspondence is not received prior to release. [] Any required changes to Unit Dimensions, Door, Drain, Coil, and Air inlet/outlet locations should transmitted in written form. [] The contractor/engineer shall verify unit voltages and phases are correct. Western Mechanical Solutions will not be responsible for incorrect voltage or phase if written correspondence is not received prior to release. [] The contractor/engineer shall verify Units will fit into the space as submitted. Western Mechanical Solutions will not be responsible for breaking down the Unit to fit into the space if written correspondence is not received prior to release. Note that shipping splits, weights and sizes are noted on the submittals. NOTE: Equipment will not be released for fabrication without written release for fabrication and Purchase Order. Please include requested ship date with the written release to fabricate. NOTE: Quoted Lead times for equipment are subject to change and do not include any shipping time. Equipment cannot be released without a purchase order and approved submittals. Western Mechanical Solutions, llc. Shannon Emmel TO: City of Fort Collins – Operation Services DATE: June 5, 2015 RE: Fort Collins Senior Center – Pool ATTENTION: Brian Hergott YOUR Order #: To Follow WMS CONTRACT #: 15-369 DESCRIPTION ERV-5 –Performance, Layout, and Dimensions. Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 4 of 112 Western Mechanical Solutions, llc SUSTAINABLE – HEATING - COOLING 70 Broadway, Suite 300, Denver, CO 80203 Phone: 720.210.9210 Fax: 720.210.5481 www.westernmechanicalsolutions.com This message is for the exclusive use of the addressee and contains confidential, privileged, and non-disclosable information. If the recipient of this message is not the addressee, or a person responsible for delivering the message to the addressee, such recipient is prohibited from reading or using this message in any way. If you have received this message by mistake, please call the sender immediately and destroy the telecopy message. Date: June 5, 2015 TO: City of Fort Collins ATTN: Brian Hergott RE: Fort Collins Senior Center Western Mechanical Solutions, LLC is pleased to offer the following equipment and services specified herein, in addition to the specification provide by AnnexAir. In some cases exception taken by AnnexAir are provided by Western Mechanical Solutions, LLC. This sheet attempts to clarify those differences. EQUIPMENT SUMMARY One (1) Custom Pool Unit with Heat Wheel, Gas Heat, Indirect Direct Evaporative Cooler Two (2) Unit Mounted Variable Frequency Drives ANNEXAIR CUSTOM POOL UNIT Tags: ERV-1 used as Basis of Design listed on plans and specifications for energy analysis, performance, layout and dimensions. Furnish one (1) Annexair custom outdoor double wall energy recovery units. Units to be built using a welded aluminum frame with welded galvanized steel full perimeter base to completely support itself in a way that a complete removal of wall and roof panels will not compromise the integrity of the units. Extra Stock  One (1) set of spare filters for each type of filter media provided. Controls:  Factory Installed Controls by others. VFD and or Unit Start-Up and Operator Instruction A WMS Service Technician will test and adjust the unit and VFD’s, and concurrently instruct operating personnel during regular working hours not to exceed One working days. Warranty WMS provides first year parts warranty on the detailed equipment which includes repair or replacement, at WMS's option, of defective warranted parts during the warranty period. This warranty does not include trouble shooting labor, nor does it include normal preventative Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 5 of 112 10/5/2010 Western Mechanical Solutions, llc Page 2 of 3 Phone: 720.210.9210 Fax: 720.210.5481 maintenance services such as oil or filter changes. The warranty period is defined as 18 months from shipping date or 12 months from startup whichever occurs first. All startup labor and/or warranty labor will be performed during normal working hours. If requested, these services will be performed during premium time at additional cost. This Project includes an Extended warranty for parts on the heat wheel and roof. The warranty period is defined as five year from startup or 66 months from shipping date, whichever occurs first. Items NOT Included  Wind Restraints and wind restraint calculations.  Seismic Restraints and seismic restraint calculations.  Curb height is as submitted and does not include roof insulation.  Manual bypass and motor overload relay (Includes VFD output contractor and bypass contactor).  Labor to connect any sections.  Any external building ATC controls, or mounting of controls, valves, etc.  Outside Airflow Measuring Station – needs to be provided by the TC contractor  Flexible connectors.  Vent / drain valves or piping.  Condensate drain piping.  Roof curb insulation.  Field testing.  Unloading or Rigging of equipment, field installation or assembly.  Field wiring.  External vibration isolators – unit is internally isolated.  Service lighting requires a separate 120 volt power source. Thank you for the opportunity to offer Western Mechanical Solutions, LLC. equipment and service as we look forward to working with you on this project. If you should require additional information, please do not hesitate to contact me. Sincerely, Shannon Emmel. Western Mechanical Solutions, llc SUSTAINABLE – HEATING – COOLING Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 6 of 112 10/5/2010 Western Mechanical Solutions, llc Page 3 of 3 Phone: 720.210.9210 Fax: 720.210.5481 Terms and Conditions of Sale Terms of Agreement: The term “Company” as used herein shall mean Western Mechanical Solutions, llc. or a manufacturer that WMS may transfer the purchase order to directly. These terms and conditions of sale form a part of and are incorporated into any offer of sale or scope letter entered into by Company and Buyer. Company offers to sell the materials, equipment or services indicated in the offer of sale or scope letter only under the terms and conditions stated therein and herein. Submittal of any further purchase documents by Buyer, or execution of this offer by Buyer, or allowing Company to commence work, shall be deemed an acceptance of this offer. Buyer realizes any pricing provided relies on pricing received from outside vendors and may be subject to change at any time. Any additional or differing terms and conditions contained on any documents prepared or submitted by Buyer (whether or not such terms materially alter this offer) are hereby rejected by Company and shall not become part of the contract between Buyer and Company unless expressly consented to in writing by Company. Price Policy: All prices are subject to increase upon notice, due to such events as announced increases in Company’s list prices, or increases in labor or material costs. Terms of Payment: Terms of payment are subject at all times to prior approval of the Company’s credit department. Terms of payment are net 30 days from date of invoice, unless otherwise agreed to in writing by Company. If at any time the financial condition of Buyer or any other circumstance affecting the credit decision does not, in Company’s opinion, justify continuance of production of products or shipment of products on the terms of payment specified, Company may require full or partial payment in advance, or may at its sole discretion stop or delay production or shipment of products. In the event of default of payment, Buyer agrees to pay all costs of collection incurred by the Company, including, but not limited to, collection agency fees, attorney’s fees, legal expenses and court costs. All past due amounts shall bear interest at the highest rate allowed by law. Shipping Terms: All Shipments will be made F.O.B. factory or warehouse with freight prepaid and allowed as quoted via a low cost common carrier, and charges for special carrier services requested by Buyer shall be paid by Buyer. Unloading of material is by the customer. Company may ship the goods in one or more lots; such lots may be separately invoiced and shall be paid for when due per invoice, without regard to subsequent deliveries. Delay in delivery of any lot shall not relieve Buyer of its obligation to accept remaining deliveries. Claims: Responsibility of Company for all shipments ceases upon delivery of the goods to the carrier; and regardless of shipping terms or freight payment, Buyer shall bear all risk of loss of damage in transit. Any claims for damage or shortage in transit must be filed by Buyer against the carrier, and not Company. Claims for factory shortages will not be considered unless made in writing to Company within ten (10) days after receipt of the goods and accompanied by reference to Company’s bill of lading and factory order numbers. Taxes: The amount of any present or future taxes applicable to the product shall be added to the price contained herein and paid by Buyer in the same manner and with the same effects as if originally added thereto. Cancellation: In the event of a cancellation of part or all of this order, Buyer shall pay to Company a cancellation fee determined by Company. The cancellation fee will reflect, among other factors, all expenses and damages incurred and commitments made by Company, sales and administrative overhead, and loss profit. Any non-payment, default, delay or failure of performance by Buyer may, at the sole election of the Company, be treated as a cancellation by Buyer of part or all of this order and shall further entitle Company to suspend production and/or delivery of any goods or articles required under this order. Upon cancellation, all further obligation and liabilities of the Company shall terminate. Shipment Dates: Shipment dates are only estimates. No contract has been made to ship in a specified time, unless set forth in a separate writing signed by an Officer of the Company. Company shall not be liable for damage as a result of any delay or failure to deliver due to disapproval of Company Credit Department or due to any cause beyond Company’s reasonable control, including without limitation, any act of God, act of Buyer, governmental act, accident, labor unrest, delay in transportation, or inability to obtain necessary labor, materials or manufacturing facilities. Returns: Goods may not be returned unless Buyer obtains the advance written permission of an authorized Company official, and when so returned will be subject to handling and transportation charges. Authorized returned goods must be shipped prepaid to the location designated by the authorization. Limited Warranty: Subject to sections titled “Warranty Exclusions” and “Limitation of Liability; Indemnity” herein, Company warrant that it will, at its option, repair or replace defective parts in the event any product manufactured by Company, sold hereunder and used in the United States, proves defective in material or workmanship within twelve (12) months from initial start-up, or eighteen (18) months from date of shipment, whichever period expires sooner. Replaced parts are warranted for the duration of the original warranty period. THIS WARRANTY CONSTITUTES BUYER’S SOLE REMEDY. IT IS GIVEN IN LIEU OF ALL OTHER WARRANTIES. THERE IS NO IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR PARTICULAR PURPOSE. No liability shall attach to Company until Company has been paid in full for all products purchased hereunder. No person (including any agent, sales representative, dealer, or distributor) has the authority to expand Company’s obligation beyond the terms of this express warranty, or to state that the performance of any product is other than is published by the Company. Company must receive a startup Registration Form for products containing motor compressors and/or furnaces within (10) days of original product startup, or the startup date and ship date will be deemed the same for warranty period determination, and warranty shall expire twelve (12) months from that date. Warranty Exclusions: Company’s warranty set forth in “Limited Warranty” does not apply to any products or parts which (a) have been opened, disassembled, repaired, or altered by anyone other than Company or its authorized service representative; or (b) have been subjected to misuse, negligence, accidents, damage, or abnormal use of service; or (c) have been operated, installed, or startup has been provided in a manner contrary to Company’s printed instructions, or (d) were manufactured or furnished by others and which are not an integral part of a product Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 8 of 112 GENERAL This specification is based on an Energy Recovery model as manufactured by Annexair Inc. All units shall be factory assembled, internally wired, and 100% run tested to check operation, fan/blower rotation before leaving the factory. Wiring internal to the unit shall be numbered for simplified identification. Units shall be ETL listed and labeled, classified in accordance with ANSI-UL 1995 / CAN/CSA C22.2 No.236. Units shall be rated and ETL listed for electric heaters with single point power connection for the entire unit, up to 100kW. QUALITY ASSURANCE The unit shall be factory run tested before shipping. Electrical components shall be UL listed; fans shall be tested in an AMCA certified laboratory; insulation shall comply with NFPA 90A and be Greenguard certified®; energy recovery exchangers shall be tested to AHRI 1060, “Rating Air-to-Air Energy Recovery Equipment” and Eurovent standards; filters shall be tested in accordance to ASHRAE 52. The panels shall be tested in accordance with SMACNA and ASHRAE 111. Fire resistance of the panel will be in compliance with UL 94. HOUSING The unit housing shall be no-through metal with 2’’ Thermo-Composite and foam panel construction - interior and exterior No-through metal construction will be inherent to all the component construction in the assembly. All panels and access doors shall be double wall construction with R14 foam insulation for every 2” of construction. Unit casing will have no exterior condensation at interior AHU temperatures down to 43F while unit exterior conditions are maintained at 95 F dry bulb / 85 F wet bulb. The panels shall have a deflection of no more than L/1150 at 10’’ and withstand air pressures up to 8” w.c with less than 1% leakage. Thermo-Composite panels shall be provided for the entire unit construction, including but not limited to, walls, doors, floors, roof, interior partitions, and electrical compartment. The frame shall consist of anodized extruded aluminum profiles which incorporates a thermally broken construction; welded together for reinforcement and insulated for superior thermal performance. Base structure shall be fully welded and have integral lifting lugs which can be removed once the unit is installed. All roof and side wall seams shall be positively sealed to prevent water and air leakage. Panels will be non-load bearing type. Access doors shall be provided to all major components to facilitate quick and easy access. Access doors will be made from the same material as the unit casing and shall incorporate thermal break construction. Fan access door(s) shall have Allegis type latches and threaded insert fastening handles for all remaining doors. If access doors do not open against unit operating pressure, provide safety latches that allow access doors to partially open after first handle movement and fully open after second handle movement. Removable panels provided for equipment pull out for coil(s), and fan intake section(s) shall have key tooled threaded insert fasteners. Hinges shall be Nylon hinge type designed to open 180 degrees. Unit shall have the entire exterior finished with a PVDF coating designed for UV resistance. Panels shall be painted Annexair standard color. Panels shall pass ASTM B117 3000- hour salt fog resistance test and ASTM D4585 3000-hour moisture condensation resistance test. In addition, paint must meet AAMA 620-02 standard for color, chalking, gloss retention, and abrasion resistance. OA WEATHER HOOD The outdoor intake weather hood shall be completely constructed in aluminum for superior corrosion resistance. The outdoor air hood shall be designed with a 4” extruded aluminum louver, bird screen and a plenum enclosure with drain holes. The louver blades shall be drainable type with a maximum 45 degree angle and curved with integral rain baffle. The louver design shall not allow more than 0.03 oz/ft2 water penetration when tested in accordance to AMCA 500. The pressure drop of the complete hood assembly shall not exceed 0.05”wc at a maximum 450 fpm. The exhaust air outlet louvers shall be 2” extruded aluminum, with non- restricting blade design and bird screen. SENSIBLE WHEEL Sensible Wheel shall recover sensible heat and be AHRI 1060 certified. The matrix shall be constructed from corrugated aluminum. Segmented wheel shall be provided on diameter sizes above 96”. Seals shall be full contact, low bleed type, made from dual band Ultra High Molecular Weight Polyethylene. Drive system shall be operated Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 9 of 112 by a fractional horsepower motor (maximum 1 HP), reducing gear-box, pulley and v-belt. Belts shall be made of multi link high-tech urethane/polyester composite. The wheel bearing shall be permanently sealed and press fitted into the wheel matrix for wheel sizes up to 96", and greasable bearings for wheel larger than 96 inches. Wheel speed shall not rotate faster than 18 RPM. FANS The fans shall be carefully positioned and installed at an optimal distance to respect uniform airflow across the equipment. Plug Fans: Fans shall be direct drive radial centrifugal fans with free running impeller. Fans shall be compact, optimized and construction made of galvanized sheet steel with backward curved 7-blade high efficiency impeller, protected by an epoxy powder coating. To reduce vibration, the impeller shall be balanced with hub to an admissible vibration severity of less than 0.11in/s conformity with DIN ISO 14694 and proof shall be supplied for each individual impeller. Tests shall be made according to DIN ISO 1940 Part 1, quality of balancing G2.5/6.3. The single inlet shall be mounted onto constant speed direct drive motor, equipped with an air flow optimized inlet cone from galvanized sheet steel. Fans shall be completely certified as per ISO 5801 and in accordance to AMCA standards. Fans will require to be operated by a Variable speed drive. The fan housing and motor assembly shall be isolated from the unit cabinetry with a minimum 95% efficient isolators. Fan(s) shall have flexible duct canvas and neoprene isolators. FAN MOTORS The fan motors shall meet NEMA standard dimensions and comply with the Energy policy Act of 1997. Motors shall have high efficiencies with low noise and vibration output. Motors shall be certified and built in accordance to ISO 9001 quality control system. Motors shall have TEFC enclosure with Premium efficiency performance. VARIABLE FREQUENCY DRIVE (VFD) –ABB VFDs will be used to set or regulate the fan speed and airflow for these units. The VFD shall have PID function for constant flow applications. The VFDs will be installed with integral brake transistor, overload protection, and adjustable pulse-width modulation (PWM). The VFD shall use Insulated Gate Bipolar Transistor (IGBT) technology to convert three phase input power to coded PWM output and have 4-20mA analog output terminals that are fully programmable for variable flow applications. The VFD shall be equipped with a keypad with status indicators, easy access functions, and monitoring functions during motor operation. In the event of a momentary power failure or fault the VFD shall read the inverter speed and direction of a coasting motor and shall automatically restart the motor smoothly. Technical support will be provided by the VFD manufacturer. VFDs shall be installed as shown on drawings with contactors, relays, and all specified accessories. VFDs will be installed WITHOUT by-pass. PRE-FILTERS (Maxi Pleat 2" MERV 8) Filters shall be factory installed upstream of the heat exchanger and coils, in both airstreams. The filters shall be Filtration Lab’s Maxi-60 MERV 8. Each filter shall consist of 100% synthetic media, expanded metal on the downstream and enclosing with high wet-strength beverage board with diagonal support bonded on air entering and air exiting side of each pleat. Filters shall be placed in a completely sealed, galvanized holding frame with quick release latches for easy replacement. DAMPERS TAMCO SERIES 1000 Dampers shall be installed where shown on the drawings. Dampers shall be low leak type with rubber edges, opposed or parallel blades, and constructed from extruded aluminum. Dampers shall be installed in the compartments (as shown on the drawings) with linkage rod for actuators. Actuators shall be 24V factory installed; modulating. All actuators shall have spring return mechanism and auxiliary switches. Dampers will be installed in the failed close position unless otherwise noted. Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 10 of 112 ELECTRIC EMERGENCY HEAT Electric heating coils shall be provided where indicated. Coils shall be iron-free, 80% nickel 20% chrome and shall be insulated by floating ceramic bushings from the galvanized steel frame. Coil terminal pins shall be insulated by means of non-rotating ceramic bushings. Cut-offs shall be shielded from accidental impact, and will de-energize the entire heater in case of overheating. All controls shall be pre-wired to the unit control panel. An airflow switch shall be provided to prevent the heater from operating when there is no airflow. Control shall be minimum 2-stage, energized when outdoor air falls below the set-point temperature. Supply air temperature shall be field adjustable. SCR shall be standard on heaters above 40 kW. INDIRECT GAS FIRED DUCT FURNACE Furnish and install where shown on plans Gas-fired Duct Furnace Heat Module(s). The module shall be a Recognized Component by Intertek Testing Services (ITS / ETL). All modules will have a minimum thermal efficiency of 80%. The module shall employ a tubular heat exchanger and a draft inducer assembly to provide for positive venting of flue gases. Burner assemblies shall employ in-shot type burners constructed of aluminized steel body and sintered metal flame holder with integral carryover plenum. Each burner will have an input up to 50,000 Btuh. The ignition system will include a 6000 V Igniter and flame rod detection. Gas-fired duct furnace(s) provided shall employ a tubular heat exchanger constructed of 18-gauge minimum, type 409 stainless steel, and 1 ¾” to 2 ¼” diameter having a minimum wall thickness of 0.047”. Tubes and shall be produced to ASTM A249 standards for heat exchanger application. Tubes shall employ integral formed-dimple restrictors to eliminate noise associated with expansion and contraction of internal baffles during heating cycles, and to provide for unobstructed drainage of condensate that occurs in the tubes during cooling operation. Drainage shall be configured so that burners and burner surfaces are not exposed to condensate during cooling system operation. Full Modulation control shall be provided. On a call for heat and subsequent safe burner light OFF, the burner firing rate is controlled between 20% and 100% of full rated capacity. The modulation will be continuous between 20% and 100%; Controls shall include an ignition control with alarm capable contact and one hour auto reset on lockout, roll out switch, high limit switch and a proving switch of loss of the induced draft fan. Additionally, on modulating and 2-stage systems all timing and switching functions shall be controlled through an electronic timer relay control. Staging controller available for 0 to 10VDC or 4 to 20mA input signals from building management control. Burners will use Natural Gas (with gas pressure min 7''-max 14''wc) unless otherwise specified. POWER & SAFETY CONTROL The power and control center shall be integral to the unit housing and rated equivalent to NEMA 3R. A separate access door shall be provided with an approved locking device. All electrical components contained in the panel shall be UL/CSA certified and labeled. The unit shall be complete with VFDs, fuses, overload, relays, terminals for main ON/OFF and step-down transformer. All components shall be factory wired for single point power connection by the manufacturer of the unit. A non-fused safety disconnect switch shall be factory installed for ON/OFF servicing. An electrical pipe chase for power and control feeding shall be provided next to the control panel. The Short Circuit Current Rating (SCCR) is 5kA rms symmetrical, 600V Maximum. SERVICE POWER & LIGHTING GFI, lights, and switches shall be factory installed and wired to a common junction box. A separate power connection 120V/1 will be required (powered by others). Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 11 of 112 ADDITIONAL FEATURES AND OPTIONS • Unit is for a pool application. All steel hardware or equipment exposed to the chlorine air will be epoxy coated. • Magnehelic gauges (Dwyer 2000 model) for each filter bank. • Spare set of filters for each filter bank. • Evap cooler section shall have a stainless steel floor drain to house the evaporator cooler. See evaporator cooler section for description and performance. • Sensible wheel to have a sloped drain pan under the wheel with a bottom connection drain. • Sensible wheel to have an extended range drive 2-18 RPM. • Fan Airflow Monitoring Station Package The unit shall be delivered with factory installed airflow measuring system. The airflow measuring system, consisting of a piezometer ring and transducer, shall be installed on the fan. The package consists of an inlet port on the fan inlet cone connected with flexible tubing to the transducer. • Installation of air temperature controls, controller, and control transformer (Items provided by others) NOT INCLUDED BY ANNEXAIR: Field start-up, labor warranty, outside airflow measuring station (needs to be provided by TC contractor), and roof curb (Provided By Western Mechanical Solutions). IMPORTANT NOTICE: If DDC controls are to be provided by others and are to be factory mounted, Annexair will physically mount the DDC in the control panel and will not be held responsible for the programming and wiring of the DDC. WARRANTY Annexair warrants each product to be free from defects in material and workmanship under normal and proper use, and will within twelve (12) months from date of start up and not exceed eighteen (18) months from shipment, repair or replace any part which, when returned to our factory transportation charges prepaid, and upon inspection by Annexair, proves to be defective. This warranty does not include any labor or service charges that occur under this warranty. The installing contractor must be responsible for warranty service and maintenance after the equipment is placed into operation. NOTIFICATION: Any modification to the Annexair equipment, without specific approval in writing by Annexair, will result in a violation of the equipment warranty. ADDITIONAL WARRANTY Annexair roofing membrane to have an additional four year warranty – parts only. Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 12 of 112 UNIT TAG ANNEXAIR MODEL Density of Air (Lbs/ft 3 ) OUTDOOR AIR (CFM) SUPPLY AIR (CFM) RETURN AIR (CFM) EXHAUST AIR (CFM) SUPPLY FAN QTY MODEL 1 ER63C AIR FLOW (CFM) 1 8550 ESP / TSP (IN W.C.) - 2 / 4.98 FAN SPEED (RPM) - 1807 BRAKE (BHP) 1 9.29 SUPPLY MOTOR QTY ENCLOSURE - TEFC Premium Efficiency MOTOR SIZE (HP) 1 15 RPM RANGE - 1800 APPLICATION - Variable Airflow SUPPLY VFD QTY MODEL 1 ABB (No by-pass) PROVIDED by / INSTALLED by - Annexair / Annexair EXHAUST FAN QTY MODEL 1 ER63C AIR FLOW (CFM) 1 11336 ESP / TSP (IN W.C.) - 1 / 2.82 FAN SPEED (RPM) - 1742 BRAKE (BHP) 1 7.68 EXHAUST MOTOR QTY ENCLOSURE - TEFC Premium Efficiency MOTOR SIZE (HP) 1 10 RPM RANGE - 1800 APPLICATION - Variable Airflow EXHAUST VFD QTY MODEL 1 ABB (No by-pass) PROVIDED by / INSTALLED by - Annexair / Annexair EVAP COOLER QTY DATA 1 SEE PERFORMANCE SELECTION Va - 500 GAS FIRED HEATING QTY MODEL 1 HMA 400 HEATING FUEL - Natural Gas INPUT (MBH) - 400 OUTPUT (MBH) - 282 EAT (°F) - 75.6 LAT (°F) - 108.6 TURN DOWN - 5:1 MIN / MAX INLET GAS PRESSURE - 7" - 14" ELECTRIC PRE-HEATER QTY CAPACITY OUTPUT (kW) 1 40 Control Type - SCR EAT (°F) - -10 LAT (°F) - 8 SENSIBLE WHEEL QTY MODEL 1 12 MOTOR (HP) 1 0.5 WHEEL RPM - 20 PURGE SECTOR - N/A CAPACITY CONTROL - VFD Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 14 of 112 Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 15 of 112 anders@muntersinternational.com MUNTERS INTERNATIONAL INC. 1064 N. Town & River Drive, Ft. Myers, FL 33919 USA T: (239)-540-0006 F: (239)-481-3566 www.muntersinternational.com 03/09/2015 Page 1 ECONOVENT Certified Performance Project: Unit: Fort Collins Senior Center ERV-1 Winter case Return Air Exhaust Air Flow in/out (cfm) Temperature (°F) Humidity 10550 11336 84 74.2 63.5 wb°F 67.0 wb°F 69.2 wb°F 66.5 wb°F 69.6 81.6 9336 8550 Humidity Temperature (°F) Flow in/out (cfm) Outside Air Supply Air Savings latent (Mbtu/h) 0.1 ECONOVENT MODEL NO. PUMR-215-1-1-1-1-00 Savings sensibel (Mbtu/h) 94.7 Savings total (Mbtu/h) 94.8 Temp. efficiency (%) 83.6% Humidity efficiency (%) 0.0% Humidification/Dehumidification (lbs/h) Air velocity (fpm) 0.0 482.5 599.2 Rotor speed (rpm) 20 Condensate (lbs/min) 0.0 Pressure loss through wheel (inwg) 0.28 Risk for freezing No 0.35 Altitude (ft) 5400 Supply side Exhaust side ø D H W Dimension Inches D W H 84.6 94.5 94.5 C 15.8 C *Weight lbs 949 *Normal foil spacing anders@muntersinternational.com MUNTERS INTERNATIONAL INC. 1064 N. Town & River Drive, Ft. Myers, FL 33919 USA T: (239)-540-0006 F: (239)-481-3566 www.muntersinternational.com 03/09/2015 Page 1 ECONOVENT Certified Performance Project: Unit: Fort Collins Senior Center ERV-1 Winter case Return Air Exhaust Air Flow in/out (cfm) Temperature (°F) Humidity 6210 6996 84 90.2 60.5 wb°F 57.5 wb°F 69.2 wb°F 70.8 wb°F 93.6 84.4 4996 4210 Humidity Temperature (°F) Flow in/out (cfm) Outside Air Supply Air Savings latent (Mbtu/h) 0.0 ECONOVENT MODEL NO. PUMR-215-1-1-1-1-00 Savings sensibel (Mbtu/h) -35.0 Savings total (Mbtu/h) -35.0 Temp. efficiency (%) 95.4% Humidity efficiency (%) 0.0% Humidification/Dehumidification (lbs/h) Air velocity (fpm) 0.0 235.9 352.7 Rotor speed (rpm) 20 Condensate (lbs/min) 0.0 Pressure loss through wheel (inwg) 0.14 Risk for freezing No 0.21 Altitude (ft) 5400 Supply side Exhaust side ø D H W Dimension Inches D W H 84.6 94.5 94.5 C 15.8 C *Weight lbs 949 *Normal foil spacing anders@muntersinternational.com MUNTERS INTERNATIONAL INC. 1064 N. Town & River Drive, Ft. Myers, FL 33919 USA T: (239)-540-0006 F: (239)-481-3566 www.muntersinternational.com 03/09/2015 Page 1 ECONOVENT Certified Performance Project: Unit: Fort Collins Senior Center ERV-1 Winter case Return Air Exhaust Air Flow in/out (cfm) Temperature (°F) Humidity 9060 9846 84 33.1 -10.5 wb°F 59.5 wb°F 69.2 wb°F 33.0 wb°F -10 73.9 7846 7060 Humidity Temperature (°F) Flow in/out (cfm) Outside Air Supply Air Savings latent (Mbtu/h) 261.6 ECONOVENT MODEL NO. PUMR-215-1-1-1-1-00 Savings sensibel (Mbtu/h) 541.7 Savings total (Mbtu/h) 803.3 Temp. efficiency (%) 89.3% Humidity efficiency (%) 64.0% Humidification/Dehumidification (lbs/h) Air velocity (fpm) 247.8 390.3 514.6 Rotor speed (rpm) 20 Condensate (lbs/min) 1.7 Pressure loss through wheel (inwg) 0.20 Risk for freezing Yes 0.28 Altitude (ft) 5400 Supply side Exhaust side ø D H W Dimension Inches D W H 84.6 94.5 94.5 C 15.8 C *Weight lbs 949 *Normal foil spacing PREMIER INDUSTRIES, INC. EVAPORATIVE COOLING MODULE PERFORMANCE REPORT INPUT DATA IN GREEN CELLS ONLY. READ RETURN DATA IN LOCKED CELLS. ECM CLASSIFICATION: C INPUT DATA IN GREEN CELLS ONLY: (A = Double sump unit) (B= Over 90" & less than 109" high has re-distributor channel) QUANTITY: 1 EVAPORATIVE COOLING MODULE DESIGN DATA (C = Single section unit under or equal to 90" high) *************** 4 INPUT SUMP MANUALLY IN D15 ***************** AIR UNIT UNIT SUMP MEDIA AIR MEDIA STATIC MEDIA MEDIA FLOW WIDTH HEIGHT DEPTH PUMP HP FACE VEL DEPTH PRESS WEIGHT WEIGHT CFM (IN) (IN) (IN) DETERMINED SQ/FT FPM (IN) (W.G.") DRY OPER. 8550 46 65 4 BY FACTORY 16.7 511 8 0.1739 19 47 \mmmmmm M2 Ms mm mm kg kg 4.04 1168.4 1651 101.6 1.554 2.60 203.2 4.42 8.52 21.31 ***************** PERFORMANCE AND WATER USE DATA ********** AIR AIR MEDIA TEMP TEMP DISCH BTUH WATER BLEED TOTAL FLOW VELOCITY VOLUME EFF D/B W/B TEMP DISPLACED EVAP WATER USE RATE FPM CFM (%) (F) (F) (F) GPM GPM GPM GPM 511 8550 77.9% 84.4 57.429 63.4 193,133 0.35 0.07 0.42 1.46 TOTALS: 8550 193,133 0.35 0.07 0.42 1.46 Total/Metric M3/S C C C kWh Liters/Min Liters/Min Liters/Min Liters/Min TOTALS: 4.04 29.1 14.1 17.4 56.6 1.32 0.26 1.58 5.54 NOTE: Data based on Sea Level conditions, Bleedoff based on 20% of evaporation rate. Flow rate 3.5X total use. SUMP PUMP SIZE Media performance is based on Premier Select rigid media. DEPTH HP DATA BASED ON DESIGN CONDITIONS MEDIA 4 1/60 PROJECT: LOCATION D/B W/B DEPTH MEDIA DATA: Fort Collins Sr. Center Pool 84.4 57.429 8 in 11.75 SQ FT Celsius = 29.1 14.1 203.2 mm 18.79 DRY WT Note: Output data is best estimation of outcome. 7.83 CU FT Premier Industries, Inc., reserves the right to change the program without prior notice. 46.98 OPER WT. Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 19 of 112 PREMIER INDUSTRIES, INC. EVAPORATIVE COOLING MODULE PERFORMANCE REPORT INPUT DATA IN GREEN CELLS ONLY. READ RETURN DATA IN LOCKED CELLS. ECM CLASSIFICATION: C INPUT DATA IN GREEN CELLS ONLY: (A = Double sump unit) (B= Over 90" & less than 109" high has re-distributor channel) QUANTITY: 1 EVAPORATIVE COOLING MODULE DESIGN DATA (C = Single section unit under or equal to 90" high) *************** 4 INPUT SUMP MANUALLY IN D15 ***************** AIR UNIT UNIT SUMP MEDIA AIR MEDIA STATIC MEDIA MEDIA FLOW WIDTH HEIGHT DEPTH PUMP HP FACE VEL DEPTH PRESS WEIGHT WEIGHT CFM (IN) (IN) (IN) DETERMINED SQ/FT FPM (IN) (W.G.") DRY OPER. 8550 46 65 4 BY FACTORY 16.7 511 8 0.1739 19 47 \mmmmmm M2 Ms mm mm kg kg 4.04 1168.4 1651 101.6 1.554 2.60 203.2 4.42 8.52 21.31 ***************** PERFORMANCE AND WATER USE DATA ********** AIR AIR MEDIA TEMP TEMP DISCH BTUH WATER BLEED TOTAL FLOW VELOCITY VOLUME EFF D/B W/B TEMP DISPLACED EVAP WATER USE RATE FPM CFM (%) (F) (F) (F) GPM GPM GPM GPM 511 8550 77.9% 85.026 67.83 71.6 122,049 0.22 0.04 0.27 0.93 TOTALS: 8550 122,049 0.22 0.04 0.27 0.93 Total/Metric M3/S C C C kWh Liters/Min Liters/Min Liters/Min Liters/Min TOTALS: 4.04 29.5 19.9 22.0 35.8 0.84 0.17 1.01 3.53 NOTE: Data based on Sea Level conditions, Bleedoff based on 20% of evaporation rate. Flow rate 3.5X total use. SUMP PUMP SIZE Media performance is based on Premier Select rigid media. DEPTH HP DATA BASED ON DESIGN CONDITIONS MEDIA 4 1/60 PROJECT: LOCATION D/B W/B DEPTH MEDIA DATA: Fort Collins Sr. Center Pool 85.026 67.83 8 in 11.75 SQ FT Celsius = 29.5 19.9 203.2 mm 18.79 DRY WT Note: Output data is best estimation of outcome. 7.83 CU FT Premier Industries, Inc., reserves the right to change the program without prior notice. 46.98 OPER WT. Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 20 of 112 PREMIER INDUSTRIES, INC. Evaporative Cooling Module Specifications PROJECT: Fort Collins Sr. Center Pool QUOTE NUMBER: 15167 DATE: 5/22/15 EQUIPMENT SCHEDULE DESIGN CFM UNIT DIMENSIONS WEIGHT (lbs) UNIT MATERIAL WIDE HIGH DEEP DRY OPER. SUMP HOUSING 8550 46” 65” 20” 255 420 16ga 18ga Specifications GENERAL: The evaporative cooling module shall be a self contained, single housing unit consisting of a housing with sump, sides and top, rigid cooling media with support channel, water distribution system , make- up water, drain and overflow fittings.  1.0 HOUSING: 1.1 The evaporative cooling module shall be constructed from Stainless Steel, grade 304. The outer housing shall consist of a sump, sides and top. An externally mounted access panel shall be provided for access to and adjustment of the float valve assembly and balancing valve to control water flow to header pipe. The housing shall also provide a method of cooling media access and removal. Media removal method is through removable rails on the intake and/or discharge side of media. All metal in the wet section shall be Stainless Steel, grade 304.  2.0 SUMP: 2.1 Sump construction shall include TIG (fusion) welded corners and joints. The sump shall be leak proof without the use of fillers, sealants or coatings. A media support channel shall be included. This channel shall extend across the full width of the media. The channel shall provide a minimum of 50% open area for water to flow freely from the media into the sump. 2.2 An air bypass inhibitor plate shall be provided from the bottom of the media, extending to preclude any untreated airflow under the media. EQUIPMENT SCHEDULE (CONT.) COOLING MEDIA PUMP SUMP DEPTH FACE AREA (SQ FT) PERFORMANCE TYPE DEPTH HP V / P / C FACE VEL. MEDIA EFF. GLASdek 8” 1/50 115/1/60 4” 16.7 511 77.9% Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 21 of 112 2 2 2.3 If the unit is less than 91” in height there will be a single sump and a single height of pad. If the unit is greater than 90” but less than 109” in height there will be a redistribution channel to re introduce the water back to the front of the pad. This set up will split the media into two sections. If the unit is greater than 109” in height then there will be an upper sump that will be 4” in depth. This will split the media into an upper and lower section and each set of pad will have its own header pipe.  3.0 INTERNAL PLUMBING: 3.1 Internal plumbing shall be copper sized to meet flow rate demand. A balancing valve shall be provided in the riser pipe between the source and header to regulate water flow over the media. Header pipe shall contain self-cleaning orifice holes sized to assure proper water flow over the media. Water from the header pipe shall be discharged upwards against a stainless steel deflector to redirect the water from the header pipe back onto the media, evenly across its' full width. A copper union shall be provided in the riser pipe below the header pipe to facilitate removal of the header pipe. 3.2 Stainless Steel couplers with female pipe thread shall be welded into the sump and side to provide for make-up water, overflow and drain. Size shall be 1/2" FMPT for make-up water, 1" FMPT for drain and 1" FMPT for overflow unless otherwise specified. 3.3 A bronze mechanical float valve shall be installed to maintain make up water level. A brass valve shall be included to isolate the float valve function for cleaning of the sump. 3.4 A hose bib will be plumbed into the inlet water for cleaning of the sump. 3.5 At the end of the spray header a tee with a cap to a ball valve and piping that discharges into the sump to allow for flushing of the header for maintenance.  4.0 WATER DISTRIBUTION: Water distribution system shall be pump re-circulating system with mechanical float valve assembly to maintain water level in the sump. Pump horsepower and voltage requirements shall be as specified in schedule. A bleed-off system with metering valve shall be provided when the pump system is used. Bleed-off rate shall be minimum of 20% of evaporation rate. Pump shall be sized to deliver water flow rate at the head and pressure required. Flow rate shall be determined at three (3) times the evaporation rate plus the bleed-off rate. 1/6 & 1/3 HP pump will be an air cooled penguin pump.  5.0 COOLING MEDIA: 5.1 Cooling media shall be GLASdek media, fire rated UL 900, class II, maximum face velocity without moisture eliminator shall be 600 FPM. This media is a cross- fluted pad of cellulose material impregnated with anti-rot salts, rigidifying saturates, and wetting agents with at least 123 square feet of evaporative surface area per cubic foot of media. The transverse flutes shall be 450 and 150 with water flow downwards in the direction of the 450 flute and air flow downward in the direction of the 150 flute. Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 22 of 112 3 3  6.0 LOW LEVEL PUMP PROTECTION: 6.1 A factory installed float switch to lock out spray pump until sump fill level is sufficient to submerge the pump inlet. Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 23 of 112 Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 24 of 112 Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 25 of 112 EB-CP6560-702 100 200 300 400 500 600 700 AIR VELOCITY, FPM 0.00 0.10 0.20 0.30 0.40 0.50 PRESSURE DROP, "WG 24" Pressure Drop 18" Pressure Drop 12" Pressure Drop 8" Pressure Drop 6" Pressure Drop 4" Pressure Drop CELdek and GLASdek 6560/15 Pressure Drop Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 26 of 112 EB-CE6560-702 100 200 300 400 500 600 700 AIR VELOCITY, FPM 40% 50% 60% 70% 80% 90% 100% COOLING EFFECTIVENESS 8" Cooling Efficiency 6" Cooling Efficiency 12" Cooling Efficiency 24" Cooling Efficiency 4" Cooling Efficiency 18" Cooling Efficiency CELdek and GLASdek 6560/15 Cooling Effectiveness Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 27 of 112 Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 28 of 112 Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 29 of 112 Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 30 of 112 Submittal & Order Entry C US GAS-FIRED DUCT FURNACES HMA SERIES GAS-FIRED DUCT FURNACE MODULE Steady-State Efficiency - 80%+ Input - 150,000 to 400,000 BTUH Heatco REV 10 Qty:____ HMA | | | | | | | | | | | | Qty:____ HMA | | | | | | | | | | | | Qty:____ HMA | | | | | | | | | | | | Qty: ___ Right Angle Flue Adapters Qty: ___ 5” Qty: ___ 6” Square To Round Flue Adapters Qty: ___ MCB1 Qty: ___ MCB2 Qty: ___ SCB (4 - Stage Controller) Qty:____ HMA | | | | | | | | | | | | Tag: HM A 400 CS 44 A 08 ME 1 N R4 S XX HM = Tubular Duct Furnace A = 2.25” OD Tube/4 Pass/37,500-50,000 Btuh (50,000 Btuh Standard) Input Rating x 1,000 Btuh = 150 to 400 (See Ratings) Tube Material (Wall Thickness) (Other Materials, Consult Factory) SS = 409 Stainless steel (.042 min.) CS = 304 Stainless Steel (.042 min.) Tube Insertion Length = 42 to 48 (See Ratings) (44 Standard) Configuration = A through S (See Figure 1) Number Of Tubes = 4 through 8 (See “Physical & Ratings Data” under model number for tubes) SN = 1 Stage - TN = 2 Stage - High/Low TS = 2 Stage - Low Fire Start MD = Modulating (5:1) ***MS = Modulation (10:1) * MC = Modulating (5:1) Constant Efficiency * ME = Modulating (10:1) Constant Efficiency ** VN = 1 Stage - On/Off On/Off 1 = System/Inducer Voltage 120 VAC 2 = System/Inducer Voltage 230 VAC 3 = System/Inducer Voltage 208 VAC Firing Mode N = Natural Gas L = Propane R4 = 20 to 100 (A-G,P,Q Orientations Only) R3 = 20 to 60 (H-N, R, S) Design Temp. Rise ( F) S = 0 to 2000’ C = Canada 0 to 4500’ H = 2001 to 6999’ (Specify Elevation) Y = Above 7000’ (Consult Heatco) Job Site Elevation Fuel Type XX = None R = Rack Mounted G = Guide Rails 0.00 0.20 0.40 0.60 0.80 1.00 1.20 0 2000 4000 6000 8000 10000 12000 14000 16000 Airflow (CFM) Pressure Drop (" w.c.) 0 20 40 60 80 100 0 2000 4000 6000 8000 10000 12000 14000 16000 CFM Temp. Rise (oF) PERFORMANCE CHARTS 150/200 250 300 350 400 150/200 250 300 350 Pressure 400 Drop Temp. Rise A thru G, P, Q 20F to 100F Rise A thru G, P, Q 20F to 100F Rise Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 32 of 112 Size A B C D Wt. 200/ 28.35 18.97 44.00 13.5 106 150 720 480 1118 343 53.6 250 28.35 22.22 44.00 13.5 127 300 28.35 25.47 44.00 13.5 147 350 28.35 28.72 44.00 13.5 166 400 28.35 31.97 44.00 13.5 188 720 565 1118 343 64.5 720 730 1118 343 88.2 720 647 1118 343 75.9 720 813 1118 343 100.5 Note: Standard Tube Insertion (C) Is 44.00” A B C D Inches Inches Inches Inches Lbs mm mm mm mm Kilo’s . (Standard) “D” Is the minimum vestibule length and will vary dependant on gas train components used. For an accurate dimension, consult Heatco for a CAD Standard Input Configuration (# Tubes) (4) (5) (6) (7) (8) * * * GAS-FIRED DUCT FURNACES GAS-FIRED DUCT FURNACES PHYSICAL & RATINGS DATA DIMENSIONAL & WEIGHT DATA Model No. Input Rate Min. Duct Area Output (No. of Tubes) Min. Max. Min. Depth Heigh t / Width Top Bottom Rear Min. Max. Min. Max. Btuh in. in. in. in. ft. 2 in. in. in. Btuh oF oF cfm cfm W mm mm mm mm m2 mm mm mm W oC oC m3/s m3/s 400,000 31.00 9.47 320,000 2963 14815 117,228 787 0.88 93782 1.40 6.99 Heatco, Inc., 50 Heatco Court, Cartersville, Georgia USA 30120 www.heatcousa.com sales@heatcousa.com Ph 770-529-2000 WATS 1-800-554-1007 Fax 770-529-2005 Electrical: 120 VAC Time Delay Fuse at 6 Amps 208 VAC Time Delay Fuse at 3 Amps 230 VAC Time Delay Fuse at 3 Amps Gas: 13.5” w.c. (½ Lb.) Max. Inlet Pressure 5.0” w.c. Min. Pressure Inlet 3/4” NPT Connection Control Inputs: Heat Enable - 1 Set 120 Vac Contacts Off/On - 1 Set 24 VAC Contacts, 2-Stage - 2 Sets 24 VAC Contacts, Mod. - 0 to 10 vDC Analog Input (By Others) Flue Diameter: 6” Diameter - Category 3 - 90 degree elbow or rectangle to round 6” adapter. 6” Diameter - Category 1 - See ANSI Z223.1 or contact Precision Vent for flue design http://www.precisionvent.com/info.htm CONTACT UTILITIES CONTACT UTILITIES Figure 1 - Configurations (All Airflow And Vent Discharge Configurations Are Shown Looking At The Gas Train And Draft Inducer) Airflow C D Airflow E Airflow F Airflow B Airflow Airflow G A Airflow N Airflow H Airflow I Airflow J Airflow K Airflow L Airflow M Airflow P Airflow Q Airflow R Airflow S Airflow R4 Rise Range (100 F Rise, Max.) R3 Rise Range, Only (60 F Rise, Max.) CONFIGURATIONS Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 34 of 112 0 2000 4000 6000 8000 10000 12000 14000 16000 qV [cfm] 0 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 psF [in.wg.] 690 1980 Fan type ER63C-4DM.I7.1R Art.No. 112836/AS03 Version 5.1b / 3143 March 2011 05/27/15 Fan data qV psF pd2 n BHP BHPmax tL S η η ρ 8550 cfm 4.98 in.wg. 0.21 in.wg. 1807 rpm 9.29 75.4 % 72.4 % 9.33 0.062 lbs/ft³ at 68°F, 5400ft Motor data NEMA Premium Efficiency 254T TEFC THCL155 3~ 460 V/60 Hz Y Pnom 15.0 Hp nnom 1765 rpm η M 93.1 % Inom 17.70 A Mnom 60.57 Nm fop 61 Hz Sound data Inlet Lwi 86 86 91 90 88 84 82 78 96 dB Inlet LwiA 61 70 82 87 88 85 83 77 93 dB Outlet Lwo 89 89 98 95 99 90 87 82 103 dB Outlet LwoA 63 73 89 92 99 91 88 81 101 dB Octave centre freq. 63 125 250 500 1000 2000 4000 8000 Hz sum Supplements P1 7.68 kW (incl. VFD efficiency at ηM = 93.1%) PSFP 1905 W/(m³/s) fmax 68 Hz nmax 1980 rpm Additional information k-fact.(C-nozzle, ρ = 0.075 lbs/ft³) 3539 (effective pressure 5.81 in.wg.) Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 36 of 112 Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 37 of 112 Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 38 of 112 8/28/12 Western Mechanical Solution Page 1 of 1 Phone: 720.210.9210 Fax: 720.210.5481 AIR HANDLING UNIT PRE-START UP CHECKLIST AND SERVICE REQUEST Job Name Installing Contractor Street Contractor Contact City Phone Number PRE-START UP CHECKLIST Before attempting to start-up the Air Handling Unit, confirm that the following actions have been completed (or will be completed prior to scheduled start-up). YES NO 1. Unit installed on support structure, leveled and plumb. 2. Proper assembly of unit and proper sealing of all shipping splits. 3. Release all fan shipping hold down devices. 4. All unit electrical and piping penetrations have been installed and sealed. 5. Ensure all airways are fully open and operational. (fire dampers, vav’s, plastic covers, etc) 6. Has ductwork been completed and open so fan can operate at 100% speed? 7. Electrical wiring at all unit splits has been pulled through and terminated? 8. Have power been brought to unit (fan, lights, etc.)? 9. Are the heating and cooling control valves installed and operational? 10. Are evap make up water fill and drain valves installed per detail and operational? 11. Verify all condensate drain piping is installed. 12. Are the controls installed and damper operators operational? 13. Has the unit been cleaned out including coils and drain pans? 14. Have filters been installed in for supply and exhaust airstreams? REQUEST FOR SERVICE TECHNICIAN I acknowledge that all of the above items have been completed. I understand that if upon job inspection these requirements are not met, no start-up work will be performed and travel time and expenses will be charged at current hourly rates. Name: Company Date Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 39 of 112 CAUTION- NOTICE TO RIGGERS STORAGE • Close all doors before lifting. • Use all lifting lugs to lift the unit. Refer to nameplate for unit weight. • Use Spreader bars and/or shimmed blocks to prevent damage to the casing. • Unit must be lifted level. Tilting can cause damage to the equipment inside. Do not place the unit directly on the ground, use shims or blocks to level the unit. Protect air openings from rain and snow. Interior units must be completely covered if left outdoors. Annexair will not be responsible for damage caused to the equipment due to improper rigging or storage H L NOTE: H=1.5 x L actual number of lifting lugs may vary Addendum 2 - 8136 Senior Center HVAC Renovation Page 40 Phase of 112 I ! CAUTION ! • USE ALL LIFTING LUGS TO LIFT THE UNIT. • USE SPREADER BARS AND/OR SHIMMED BLOCKS TO PREVENT DAMAGE TO THE CASING. • UNIT MUST BE LIFTED LEVEL. TILTING CAN CAUSE DAMAGE TO EQUIPMENT INSIDE. • FOR UNIT WEIGHT AND RIGGING INSTRUCTIONS SEE LABEL ON THE ELECTRICAL PANEL ACCESS DOOR. Annexair will not be responsible for damage caused to the equipment due to improper rigging procedures Addendum 2 - 8136 Page Senior 41 of Center 112 HVAC Renova Penguin vertical immersible pumps are compact, portable, and self-priming when immersed. Simple in design and efficient in performance, this pump has only one moving part. Constructed completely of CPVC, polypropylene, or PVDF where in contact with the solution, this pump is suitable for pumping, agitat- ing, filtering, or circulating acid and alkaline solutions (pH 0-14), abrasive fluids, and other corrosive solu- tions. Maximum temperature ratings are as follows: CPVC - 180ºF, polypropylene - 150ºF, and PVDF - 260ºF. Because PVDF is ultra pure, it is recommended for use in high purity deionized water, HF, and liquids that must remain contamination free. The Penguin ver- tical pump has a rigid, solid stainless steel, one-piece rotor drive shaft covered with a two-piece sleeve and impeller. Titanium shafts are available as an option. Because of the unique double impeller design, this pump has no seals, no pump bearings, and no bush- ings, no wearing parts, and thus requires little or no maintenance. As a standard feature on our 1/4 HP and up, the Penguin vertical pump comes equipped with an air purge/vent screw assembly in the bottom of the mo- tor housing. If utilized, this air purge requires 5 psi air creating a positive displacement, extending the life of the lower motor bearing. The Penguin vertical pump is equipped with a to- tally enclosed fan cooled motor with an oversized bearing set for easy replacement. Most motor hous- ings come standard with epoxy coating for acid resistance. Single phase motors are equipped with a 6 foot cord and grounding plug. Three phase motors are shipped unwired. Penguin vertical pumps are versatile, easy to install, and require a minimal amount of tank space, thus saving valuable floor space. They can be easily moved from tank to tank, with mounting on the tank flange or if not permitting on the outside of the tank. Series P Innovative Fluid Management Systems ™ Penguin Vertical Pump Penguin Vertical Pump Features: • Choice of CPVC, PVDF, or Polypropylene • Runs Dry Without Damage • Self-Priming When Immersed • No Metal Contact • Chemical Resistant Recommended Applications: • Sump Pumping • Transfer Pumping • Recirculation Pumping • Plating Solution Filtering • Fume Scrubbing • Waste Treatment Flows from 9 to 175 GPM Pressure to 166 Ft. TDH Model P-7 1/2AK Penguin Vertical Pump Penguin Vertical Pump Series P 1. Epoxy Motor and Drip Cover 2. Explosion-Proof/Air-Driven Motor Available(P-1/2 - P-7 1/2) 3. Air Purge/Vent Screw Assembly 4. One-Piece Rotor Shaft Assembly 5. Viton Lip Seal/Fume Barrier Assembly 6. Titanium Shaft Available (P-1/2 - P-7 1/2) 7. Bearing-Free Penguin Design Features On Most Models 1 2 3 4 5 6 7 Performance Charts 10 5 10 15 .01 .02 .03 .04 .05 .06 .07 .08 HP ABSORBED POWER 60 Hz 50 Hz 5 TDH GPM 10 15 510152025 .01 .02 .03 .04 .05 .06 .07 .08 HP ABSORBED POWER 50 Hz 60 Hz 5 TDH GPM 20 10 15 Series P Penguin Vertical Pump Penguin Vertical Pump Performance Charts 5 10 15 10 20 30 40 .1 .2 .3 .4 .5 .6 .7 .8 HP GPM ABSORBED POWER 20 TDH 60 Hz 60 Hz 50 Hz 50 Hz 10 20 30 40 50 .1 .2 .3 .4 .5 .6 .7 .8 HP ABSORBED POWER 30 60 50 Hz 60 Hz 5 10 15 20 25 TDH GPM 60 Hz 50 Hz 10 20 30 10 20 30 40 50 60 70 GPM .25 .50 .75 Series P Penguin Vertical Pump Penguin Vertical Pump Performance Charts .5 1.0 1.5 2.0 2.5 3.0 HP ABSORBED POWER GPM 50 Hz 50 Hz 60 Hz 60 Hz 10 20 30 40 50 60 70 80 90 100 110 10 20 30 40 50 60 70 80 TDH 1 2 3 4 5 6 HP ABSORBED POWER 7 8 60Hz 6" 50Hz 7" 50Hz 7" 60Hz 50Hz 6" 50Hz 6" 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 10 20 30 40 50 60 70 80 90 100 110 120 130 140 Series P Penguin Vertical Pump Penguin Vertical Pump Dimensions Model A B C D E F G H P-1/15 2 1/2 2 1/2 5 3/4 9 3/8 2 3/8 14 3/8 3 3/4 5/8 P-1/6 2 1/4 3 1/4 6 1/2 8 7/8 1 1/2 4 1 P-1/4 3 1/2 8 9 3/8 19 5/8 5 1 1/8 P-1/2 3 3/4 3 3/4 10 3/4 1 3/4 23 1/4 6 1/2 1 1/4 P-1/2HP 4 1/2 5 1/2 10 3/8 2 22 5/8 6 1 5/8 P-3/4 3 3/4 3 3/4 10 3/4 1 3/4 23 1/4 6 1/2 1 1/4 P-3/4HP 9 1/4 P-1 4 1/2 5 1/2 10 3/8 2 22 5/8 6 1 5/8 P-1 1/2 P-2 23 3/4 P-3* 6 7 12 12 1/2 3 28 1/4 12 2 1/8 P-5* P-7 1/2 5 1/2 5 15 3/10 12 2 5/8 28 3/4 3 1/8 Extended versions of our P-3A and P-5A are now available. Our new PX-3A and PX-5A are 8 1/2” longer. This puts the discharge 18” below the mounting plate. These pumps will be available with a chemical- resistant NEMA TEFC motor with an integral 316SS shaft, a PTFE vapor seal, and a sleeved CPVC or PVDF keyed impeller. Titanium is not available. Includes 2” discharge piping as standard. Notes: 1) P-1/15, P-1/6 and P-1/4 discharge is FPT 2) P-1/2HP and P-3/4HP discharge is MPT. Inlet is 1 1/2 FPT. 3) C1 - P-3, P-5 C2 - 7 1/2 4) P-7 1/2 Only - I = 3 1/4” and J = 7 1/2” Top View P-1/15 P-1/6 SEE NOTES BELOW P-1/4 P-1/2 - 2 PX-3 & 5 P-7 1/2 P-3 & 5 * Add 8 1/2” to D and F for PX Models Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 46 of 112 A Division of Penguin Pumps Inc. 7932 Ajay Drive, Sun Valley, CA 91352 818/504-2391 818/768-7590 FAX ™ Specifications Nomenclature P1/2 A HP Penguin Horsepower Construction Material/ Impeller/Housing Shaft Shaft Vertical 1/15=1/15 O-Ring Elastomer Material Construction Construction Material Pump 1/6=1/6 A=CPVC/EPR None=Standard None=Threaded None=316SS 1/4=1/3 B=Polypropylene/EPR HP=High Pressure K=Keyway T=Titanium PX * 1/2=1/2 C=PVDF/Viton Penguin 3/4=3/4 Extended 1=1 Pump 1 1/2=1 1/2 2=2 3=3 Not all combinations available 5=5 7 1/2=7 1/2 Series P Penguin Vertical Pump Penguin Vertical Pump * Only availabe for P-3 and P-5 Pumps Max Max Flow Head Model (gpm) (ft) Suction Discharge HP RPM Volts Hertz Phase Amps Ht Wth Lth Wt P-1/15 12 9 3/4 MPT 1/2 FPT 1/15 3000 115 2.0 10 10 18 9 1/25 3300 230 0.8 P-1/6 22.5 18 1/6 3200 115 50/60 1 2.0 19 11 230 1.2 P-1/4 33 18.5 1 FPT 3/4 FPT 1/3 110/220 5.4/2.7 27 230/460 3 1.2/0.6 26 115/230 60 1 7.8/3.9 45 P-1/2 40 23 1/2 50/60 6.4/3.2 47 208-230/460 60 3 1.9-1.8/9 43 115/230 1 9.8/4.9 47 P-3/4 64 27.5 1 1/4 FPT 3/4 50/60 10/5 11 11 48 208-230/460 3 2.7-2.6/1.3 46 1 MPT 3450 115/230 60 1 11/5.5 26 50 P-1 74 52 1 12.8/6.4 52 1 1/2 FPT 208-230/460 3 3.4-3.2/1.6 47 P- 1 1/2 82 62 1 1/2 115/230 1 17.8/8.9 55 50/60 4.9-4.6/2.3 48 P-2 112 69 2 5.8-5.4/2.7 60 P-3 135 88 3 8.2-7.8/3.9 100 PX-3 2 FPT 1 1/2MPT 208-230/460 3 P-5 172 122 5 12.2-11.6/5.8 12 12 120 PX-5 P-7 1/2 175 166 7 1/2 20.5-19.0/9.5 130 Motor Dimensions Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 47 of 112 Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 48 of 112 Elevation (ft) K Factor Altitude Correction Elevation (ft) K Factor Altitude Correction 0 4000 1.0742 7200 1.1405 4200 1.0783 7400 1.1441 4400 1.0825 7600 1.1481 4600 1.0868 7800 1.1521 4800 1.0902 8000 1.1562 5000 1.0946 8200 1.1604 5200 1.0990 8400 1.1656 5400 1.1025 8600 1.1699 5600 1.1070 8800 1.1742 5800 1.1107 9000 1.1785 6000 1.1143 9200 1.1829 6200 1.1190 9400 1.1862 6400 1.1227 9600 1.1907 6600 1.1275 9800 1.1952 6800 1.1313 10000 1.1998 7000 1.1352 10200 1.2044 Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 49 of 112 instruction V-TCC calculation - 1 division: V-TCC editor: Geiger determining air volume date: 13.08.07 Ziehl-Abegg AG Heinz-Ziehl-Straße 74653 Künzelsau 2 1 Based on the Bernoulli equation the differential pressure is given as Δ pw = p 2 − p 1 . With 2 2 20 2 2 p = ⋅ w ρ and assuming p 1 = 0 follows 2 2 20 2 Δ pw = ⋅ w ρ . ρ20 air density at 20°C w2 flow velocity in cross section 2 Using the equation for static pressure change and the equation of continuity V & = w ⋅ A the volumetric flow is calculated as 2 2 20 V = Δ p w ⋅ 2 ⋅ A ρ & . Density and cross sectional area are combined to form the nozzle coefficient k. Hence the volumetric flow is calculated as follows: V & = k ⋅ Δ p w . If the fan is operating at a temperature other than 20°C, than the following equation can be used to determine the volumetric flow: w op V = ⋅ k 20 ⋅ Δ p 20 ρ & ρ . ρop air density at operating temperature change status: 03 page 1 of 1 Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 50 of 112 FACTORY MEMO Edited by: T. LIBANET 2008 February 28 Document #: ST-P013.00 Titre: DOORS LOCKING DEVICES USED ON OUTDOOR UNITS Page: 1de 2 1. Description VentLock type handle – Configuration A For :  Fan access doors Nylon Panel Block (with Allen key screw) – Configuration B For :  Fan upstream access door  Coils removable panels Nylon Panel Block (with wing nut) – Configuration C For :  Control Panel access door  Filter racks access doors  Heat Wheel motor access door  All access doors inside the unit Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 51 of 112 The Klimaflex™ locking system is de- signed for HVAC applications. Thermal break of metal components is achieved with plastic elements. Thickness: Class L1 - L3 possible depen- ding on the version. 1. Handles with various locking options 2. Patented latch unit with spacer, shaft and collars 3. Roller cams and flat cams 4 Optional components: rod link, rods, safety catch, emergency inside handle, etc. KLIMA-FLEX 1 (K1) 1 2 3 4 10 LOCK SYSTEMS FOR HVAC APPLICATIONS: MODULAR SOLUTIONS! K1 TM For more information see pages 14 - 22 (Catalogue pages 2-310 - 2-316a) or www.klima-flex.com. For other components such as hinges, sealing profiles, inspection windows and accessories, see page 39 and onwards. Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 52 of 112 17 ROLLER CAMS AND INSIDE HANDLES - SYSTEM KLIMA-FLEX™ (K1) Roller cams and inside handles - System Klimaflex™ (K1) for HVAC applications. The Klimaflex™ system is designed for quick and easy mounting. Roller cams reduces the friction in the latching operation and increase the gasket compression. Interlink rods: Page 2-313a. Note: Inside handle is only approved in combination with non- locking outside handle. MATERIAL: Handle: Steel, zinc plated and glass fibre reinforced polyamide (PA6), black or red. Roller cam: Zinc die-cast, zinc plated, steel, zinc plated and glass fibre reinforced polyamide (PA6), black. Versions also available in stainless steel on request. Other rol- ler cams also available on request. ROLLER CAMS AND INSIDE HANDLES - SYSTEM KLIMA-FLEX™ (K1) P/N Description For latching unit (Page 2-311 a/b) P/N Description For latching unit (Page 2-311 a/b) 231101.1 Roller cam -G50, -GC50 231101.2 Roller cam All 231104 Roller cam, short version All 231107 Roller cam All 2321S07-R01 Roller cam - roller diameter 37,7 mm All 2321S07-R05 Roller cam - roller diameter 17,6 mm All 265076-50 Inside red handle, diagonal mounting All 265076-51 Inside black handle, diagonal mounting All 265076-52 Inside red handle, vertical/horizontal mounting All 265076-53 Inside black handle, vertical/horizontal mounting All INDUSTRILÅS AB • Tel +46 (0) 380-555 900 • Fax +46 (0) 380-555 919 contact@industrilas.com • www.industrilas.com • www.klima-flex.com 2-312b TM COMBI Certified according to ISO 9001:2008 and EN14001:2004. All products ROHS-compliant QUARTER- TURNS Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 53 of 112 FREE AREA VELOCITY (Ft/min) PRESSURE DROP (Inch. W.G.) PRESSURE DROP VS AIR VELOCITY 700 800 900 1000 2000 2500 0.03 0.04 0.05 0.06 0.07 0.08 0.09 0.1 0.2 0.3 0.4 0.5 Exhaust Intake FREE AREA VELOCITY (Ft/Min) WATER PENETRATION (oz/Ft2 OF FREE ERA DURING A 15 Min. TEST) WATER PENETRATION BEGINNING OF WATER PENETRATION AT 464 Ft/Min. 350 450 550 650 750 850 950 1050 1150 1250 0.01 0.00 0.02 0.03 0.04 0.05 0.06 0.07 0.08 Annexair Louver with Bird Screen Frames: T6 Aluiminium Extruded Blades: T6 Aluminium Extruded Mounting: Screw Mounted Bird Screen: 0.5” x 0.5” Galvanized Steel Free Area - 4’ x 4’ Unit 14.75 sq.ft Free Area Velocity at start of Water Penetration 464 ft/min Air Volume at start of Water Penetration 6844 CFM Pressure Drop at start of Water Penetration 0.013” H2O 24 30 36 42 48 54 60 66 72 18 1.99 2.54 3.10 3.67 4.23 4.79 5.35 5.81 6.38 24 2.99 3.83 4.67 5.51 6.37 7.21 8.05 8.74 9.60 30 3.96 5.075 6.19 7.32 8.44 9.56 10.67 11.61 12.86 36 4.96 6.37 7.76 9.16 10.57 11.98 13.37 14.54 15.95 42 5.95 7.63 9.31 10.99 12.67 14.36 16.04 17.44 19.13 48 6.92 8.87 10.83 12.79 14.75 16.70 18.66 20.3 22.26 54 7.95 10.19 12.44 14.69 16.92 19.17 21.42 23.29 25.53 60 8.90 11.43 13.95 16.47 18.98 27.30 24.03 26.13 28.65 66 9.89 12.70 15.50 18.30 21.10 23.90 26.69 29.01 31.81 72 10.90 13.99 17.07 20.16 23.24 26.36 29.41 31.97 30.71 78 11.88 15.23 18.59 21.94 25.30 28.65 32.02 34.81 38.16 84 12.88 16.52 20.17 23.81 27.45 31.09 34.74 37.77 41.41 90 13.86 17.79 21.71 25.64 29.55 33.48 37.40 40.67 44.59 96 14.85 19.04 23.24 27.45 31.64 35.84 40.03 43.54 47.73 Width (in) Height (in) Louver Free Area (SQ.FT) ELECTRICAL SYSTEMS TM Nonmetallic Light Fixtures We build tough products for tough environments® • Wet Locations • Hazardous Locations • Marine Locations • Utility Light Fixtures www.ipexamerica.com Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 55 of 112 SCEPTALIGHT™: OPTIONS FOR EVERY APPLICATION TYPICAL APPLICATIONS Highway Tunnel Walk-in Freezers Mine Tunnels Waste Water Greenhouses WET LOCATIONS Silicone gaskets in all Sceptalight fixtures – mounted at the base of the globe and within the ceiling box – provide a water- and vapor-tight seal which protects the electrical connections inside. Certified to U.S. standards for wet and marine locations, Sceptalight fixtures are built to withstand any environment where liquids drip, splash or flow against electrical equipment. For this reason, Sceptalight offers the perfect solution for a wide range of lighting applications including water treatment centers, salt water docks and food processing plants. And our polycarbonate globes are an excellent alternative to glass in punishing environments where high impact resistance is important. Sceptalight's tough construction makes it equally well-suited for outdoor use. Manufactured with thermoplastic polyester resin, a material that endures -40ºF to +302ºF, Sceptalight fixtures operate in extreme temperatures and are resistant to damaging ultraviolet rays. For years, our fixtures have been proven performers on docks, wharfs, decks, walkways, shipyards and a variety of other applications where exposed to the elements. For light to medium duty applications that do not require the same level of ruggedness, Sceptalight has a low-cost ceiling-mounted Utility Light Fixture available (Incandescent only). HAZARDOUS LOCATIONS Sceptalight offers fixtures that are certified to U.S. standards for hazardous locations, making them the ideal choice for specific harsh industrial environments involving flammable or explosive gases, vapors or dusts. In addition to their sturdy construction, all our fixtures rated for hazardous locations include a heat-treated globe designed to endure drastic temperature changes such as direct spray of cool water on a hot fixture. Sceptalight fixtures are equipped with brass screws and inserts to ensure performance in punishing industrial conditions. From petrochemical plants to pulp and paper mills, walk-in freezers to greenhouses, Sceptalight fixtures are designed to work long and reliably in the most extreme and demanding industrial environments. CLASS I, DIV 2 Groups A, B, C & D CLASS II, DIV 2 Groups F & G Minimum 90ºC supply conductors C22.2 No. 250 UL 1598 Minimum 60ºC supply conductors MARINE LOCATIONS C22.2 No. 250 UL 1598, UL 1598A Minimum 110ºC supply conductors Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 56 of 112 LIGHT OPTIONS Sceptalight offers the choice of energy-efficient compact fluorescents or cost- effective incandescents. FLUORESCENTS Our compact fluorescent fixtures work four to five times more efficiently per watt than incandescents and provide 10-20 times the lamp life, yet use approximately 75% less energy. In this way, Sceptalight fluorescents lower energy and maintenance costs without sacrificing light levels. INCANDESCENTS With their low initial cost, Sceptalight incandescent fixtures make the most practical choice to meet the daily needs of commercial, industrial, marine and agricultural applications. Our incandescents are ideal for short burn times as well as flashing and dimming applications. Heat-treated Amber Glass Heat-treated Green Glass Heat-treated Blue Glass Heat-treated Red Glass PENDANT MOUNT Pendant cap with 3 /4” threaded hub and a locking set screw. & ENVIRONMENT MOUNTING OPTIONS SUGGESTED SPECIFICATION Light fixtures shall be nonmetallic and constructed of 30% glass filled polyester material exhibiting a maximum linear expansion of 1.4x10-5 in./in./°F. Fixtures shall be assembled with high temperature silicone gaskets, brass inserts and screws. Incandescent light fixtures shall be rated for use with a Maximum 150 Watt incandescent lamp for wet and hazardous locations and to a Maximum 100 Watt for marine locations. Compact fluorescent light fixtures shall be of the wattage specified and be supplied complete with lamp and ballast (high power factor, low harmonic electronic for 18 & 26 Watt fixtures and magnetic for 7, 9 & 13 Watt fixtures). Light fixtures shall be third-party certified to UL1598A for marine locations with salt water, UL1598 for indoor/outdoor wet location use and where the specified installation requires; Class I Div 2 and Class II Div 2 hazardous location use. APPROVED PRODUCTS: SceptalightTM LVPF/LVPL/LVPE/LPMF/LPPL series light fixtures manufactured by IPEX. GLOBE OPTIONS Sceptalight offers a variety of globe options to suit a wide range of applications and environments. Our standard clear glass globes are ideal for general purpose area lighting for either indoor or outdoor use. Polycarbonate globes offer impact resistance in case of accidental contact and the assurance that work areas are not contaminated by broken glass. Colored globes – available in red, blue, green or amber – can transform the light to an indicator or warning light. Clear Polycarbonate Standard or Heat-treated Clear Glass WALL MOUNT Box with four 3 23 www.baldor.com Performance Data: ODP - Open Drip Proof, Rigid Base 230/460 Volts, Three Phase, 1 through 75 Hp Open Drip Proof Super-E® Premium Efficient Motors NOTE: Volt Code: E=208-230/460 volts, E1=230/460 volts usable at 208, F=230/460 volts, G=460 volts. 1 Amps at 460V - double for 230V. See page 43 for Layout drawing. See pages 52-54 for Connection Diagrams. Efficiencies shown are nominal. Data subject to change without notice. Contact Baldor for certified data. Hp kW RPM Frame Catalog No. Amps 460 V1 Full Load Torque Lb. Ft. Efficiency % Power Factor % Bearings Volt Code “C” Dim. Conn. Diag. No. Full Load Locked Rotor 1/2 3/4 Full Load 1/2 3/4 Full Load DE ODE 1 0.75 3450 56 EM3115 1.4 12.6 1.5 80.4 83.5 84.0 71 80 83 6205 6203 E1 11.06 CD0005 1 0.75 1740 143T EM3116T 1.4 10.8 3.0 83.3 85.6 85.5 57 70 78 6205 6203 E 11.12 CD0005 1 0.75 1140 145T EM3156T 1.8 9.9 4.5 80.1 82.9 82.5 42 54 63 6205 6203 F 12.12 CD0005 1 1/2 1.1 3450 143T EM3120T 2.1 16 2.2 83.9 85.4 85.5 71 80 85 6205 6203 E 11.12 CD0005 1 1/2 1.1 1740 145T EM3154T 2.1 17.5 4.5 85.4 87.1 86.5 56 69 77 6205 6203 E 12.12 CD0005 1 1/2 1.1 1170 182T EM3207T 2.6 14 6.76 84.7 87.2 87.5 41 53 62 6206 6205 E 15.00 CD0005 2 1.5 3450 143T EM3155T 2.5 22 3.0 87.8 88.1 86.5 78 86 90 6205 6203 E 11.62 CD0005 2 1.5 1725 145T EM3157T 2.7 19.6 6.0 87.9 88.3 86.5 64 76 82 6205 6203 E 13.00 CD0005 2 1.5 1170 184T EM3215T 3.5 19.8 8.9 86.0 88.3 88.5 40 52 60 6206 6205 E 16.50 CD0005 3 2.2 3450 145T EM3158T 3.7 29 4.5 87.1 88.5 87.5 76 85 89 6205 6203 E1 13.00 CD0005 3 2.2 1760 182T EM3211T 4.1 32 9.0 89.1 90.0 89.5 58 71 77 6206 6205 E 15.00 CD0005 3 2.2 1160 213T EM3305T 4.4 26.6 13.6 88.1 89.1 88.5 55 66 72 6307 6206 E1 16.32 CD0005 5 3.7 3500 182T EM3212T 5.6 55 7.5 90.5 90.8 90.2 83 90 93 6206 6205 E 15.00 CD0005 5 3.7 1750 184T EM3218T 6.5 51 15 91.3 91.6 89.5 60 73 80 6206 6205 E1 15.00 CD0005 5 3.7 1160 215T EM3309T 7.5 49.7 22.5 89.7 90.9 90.2 49 61 68 6307 6206 E1 17.45 CD0005 7 1/2 5.6 3500 184T EM3219T 8.0 75 11.4 92.1 91.9 90.2 88 93 95 6206 6205 F 16.50 CD0005 7 1/2 5.6 1760 213T EM3311T 10 61 22.5 89.6 91.0 91.0 61 73 79 6307 6206 E1 16.32 CD0005 7 1/2 5.6 1180 254T EM2506T 10.7 63 33.2 89.2 91.2 91.7 54 66 71 6309 6208 E1 23.19 CD0005 10 7.5 3500 213T EM3312T 11.5 98 15 90.9 92.0 91.7 81 87 90 6307 6206 E1 17.45 CD0005 10 7.5 1760 215T EM3313T 12.9 96 29.6 90.8 91.8 91.7 61 72 80 6307 6206 E1 17.45 CD0005 10 7.5 1180 256T EM2511T 14.3 91.8 44.4 91.0 92.0 91.7 54 65 71 6309 6208 E1 23.19 CD0180 15 11.2 3525 215T EM3314T 17 143 22.5 91.9 92.3 91.7 80 87 92 6307 6206 E1 17.45 CD0005 15 11.2 1765 254T EM2513T 17.7 118 44.6 93.3 93.5 93.0 70 81 86 6309 6208 E1 21.69 CD0180 15 11.2 1180 284T EM2524T 19.5 140 66.8 91.4 92.6 92.4 60 72 78 6311 6309 F 25.06 CD0005 33 www.baldor.com Inverter Drive® and Vector Drive® Motors Baldor Inverter Drive® and Vector Drive® Motors exceed all requirements of NEMA MG1 Parts 30 and 31 for AC induction motors powered from adjustable speed controls. Definite- Purpose Inverter-Fed Polyphase Motors, as defined for Inverter Drive Motors are suitable for variable torque applications and rated 1000:1 for constant torque (except for those Inverter Duty motors rated for use in hazardous locations). Vector Drive motors are capable of full, rated torque at 0 RPM, continuous duty. Satisfactory motor performance depends on proper drive setup. It is necessary that motor-drive applications are commissioned by persons familiar with the operation and setup of adjustable speed drives, applicable electrical codes and any other regulations. Each drive must be tuned to the motor for the specific application. System operating parameters must be checked, including voltage at motor power leads, to insure that motor/drive set up has been successfully completed. Applications that are not properly set up can lead to substandard performance and failure of system components. Super-E® Motors All Baldor Super-E motors are Inverter-Ready and meet NEMA MG 1 Part 31.4.4.2. Super-E motors are suitable for use with inverter drives in applications with variable torque and with a constant torque 20:1 speed rage except as noted below. Motor- inverter setup is unique to each speciﬁc application. Setup and correct wiring procedures must be closely followed. Standard-E® Motors Baldor Standard-E® EPAct efﬁcient motors are suitable for use in adjustable speed applications per NEMA MG 1 Part 30. With proper motor-inverter setup, Standard-E motors are suitable for use at 20:1 variable torque and 4:1 constant torque applications. Note: Use of explosion proof motors with inverters should be limited to Inverter-Duty Explosion proof motors only. Baldor Super-E Motors 230, 460 and 575 Volts Family Frame Size Constant Torque Variable Torque Comments EM (TEFC) 143 – 365 404 – 449 20:1 10:1 20:1 20:1 General Purpose Premium Efficiency EM (ODP) 143 – 445 20:1 20:1 General Purpose Premium Efficiency ECP 143 – 365 404 – 449 20:1 10:1 20:1 20:1 Severe Duty Premium Efficiency ECP8 (IEEE841) 143 – 365 20:1 20:1 Severe Duty Premium Efficiency May not meet temp rise as specified in IEEE841 404 – 449 10:1 20:1 when used with ASD. EWDM 143 - 215 20:1 20:1 Washdown Duty Premium Efficiency Baldor Standard-E Motors 230, 460 and 575 Volts Family Frame Size Constant Torque Variable Torque Comments M (TEFC) 143 – 5009 4:1 20:1 General Purpose M (ODP) 143 – 5009 4:1 20:1 General Purpose CP 143 – 405 4:1 20:1 Severe Duty Site Map Contact Us HOME PRODUCTS PREVENT SHAFT CURRENT LITERATURE & SUPPORT NEWS APPLICATIONS WHERE TO BUY OEMS Baldor Expands Offering of Super-E ® Motors with AEGIS ® Baldor Electric Company, a Fort Smith, Arkansas- based manufacturer of energy-saving, industrial electric motors, drives, mechanical power transmission products and generators, has added 98 new ratings to the popular Baldor•Reliance® Super- E Motors with Internal AEGIS® Bearing Protection Ring. Originally launched in 2010, this product line provides end-users with off-the-shelf availability of motors equipped with a pre-installed shaft ground. The additional 98 ratings expands the existing 4 pole line of TEFC & ODP designs through 100 HP, and also adds a generous offering of 2 and 6 pole models as well. Additionally, 575V TEFC motors were added, 1 to 50 HP, as well as TEFC & ODP close-coupled pump motors. While most shaft ground applications utilize a shaft ground on the outside of the motor, the Baldor•Reliance Super-E has the grounding ring factory installed internally on the motor. This internal design minimizes exposure to the outside elements and also keeps the grounding ring from being damaged by external forces. Applications include heating, ventilation and air conditioning blower and fan motors, pump motors, and other general purpose applications using an adjustable speed drive. Download datasheet. Baldor Super-E® Motors At the 2010 EASA Convention, Baldor introduced a new Super-E® HVAC Motor with AEGIS® Shaft Grounding Ring installed inside. This new TEFC and ODP motor, ideally suited for inverter driven applications in heating, ventilation and air coinditioning systems, was displayed in the Baldor booth. Among its many features and benefits are NEMA Premium® efficiency, class H insulation with spark resistent magnet wire, 1.15 service factor, heavy duty construction and AEGIS® SGR to protect bearings from damage caused by drive-induced currents. Download datasheet. Baldor Electric Motors with AEGIS ® SGR Option Aegis Shaft Grounding OEM: Baldor Page 1 of 3 http://www.est-aegis.com/oems-baldor.htm 6/21/2013 Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 60 of 112 AEGIS® SGR Call 1.866.738.1857 OEM News Motor Manufacturers Baldor-Reliance Century® Regal Beloit GE Motors Marathon Electric TECO-Westinghouse WEG Electric Motors Pump Manufacturers Taco Pumps Seals Garlock Specify AEGIS ® Shaft Grounding Ring Baldor Electric Company announces the availability of a bearing protection ring as an option on their BaldorReliance motors. The shaft grounding device may be incorporated as a custom motor option or installed in Baldor's Mod Express shop at customer request. AEGIS® SGR on Baldor Motor | Download Datasheet July 20, 2011 - Baldor’s Super-E® Motor with the AEGIS® Shaft Grounding Ring Named Category Winner in EC&M Product of the Year Competition Read full article Aegis Shaft Grounding OEM: Baldor Page 2 of 3 http://www.est-aegis.com/oems-baldor.htm 6/21/2013 Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 61 of 112 www.est-aegis.com Patented Technology 22 | AEGIS® Handbook © 2013 Electro Static Technology AEGIS® Technology AEGIS® Bearing Protection Ring uses Revolutionary Nanogap Technology • Unique contact/non-contact design • 360 degrees circumferential conductive micro fiber ring • Multiple row design – greatest reliability • Ensures unmatched shaft grounding and performance AEGIS® Shaft Grounding Rings Provide Both Contact and Noncontact Grounding The Only Product of its Kind ®SGR BEARING PROTECTION RING Proprietary Conductive Microfibers Last for the Service Life of the Motor Specially Designed Microfibers Flex Without Breaking Patented FiberLock™ Channel Secures and Protects Fibers The AEGIS® Bearing Protection Ring’s unique design features hundreds of thousands to millions of specially engineered conductive microfibers that encircle the motor shaft. With so many electrical transfer points the ring provides continuous electrical contact, whether its fibers are physically touching the shaft or not. This patented “nanogap” technology enables both contact and noncontact shaft grounding — 100% of the time. Designed with specific mechanical and electrical characteristics that minimize wear and maintain conductivity, AEGIS® microfibers will last for the life of the motor. Based on wear of less than 0.001” (0.025mm) during 10,000 hours of testing, proven to withstand over 200,000 hours of continuous operation. Through our patented design, AEGIS® conductive microfibers exhibit minimal wear and the ability to flex without breaking. In testing, they were proven to withstand 2 million direction reversals (to 1800 RPM) with no fiber fatigue or breakage. AEGIS® Rings are designed with an optimal fiber overlap to the shaft of 0.030” (0.76mm). AEGIS’s patented, protective FiberLock™ channel locks the ring’s conductive microfibers securely in place around the motor shaft, allowing them to flex without breaking. The channel also helps protect the fibers from excessive dirt, oil, grease, and other contaminants. Shaft Shaft AEGIS® Ring FiberLock™ Channel The AEGIS® Bearing Protection Ring’s patented Nanogap Technology ensures effective electrical contact even when physical contact is broken . Only AEGIS® Nanogap Technology provides both maintenance-free contact and noncontact bearing protection for the normal service life of the motor’s bearings as well as the most reliable operation of any shaft grounding technology. Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 62 of 112 MINICASE™-SM G1030-05 Worm Gearmotors and Speed Reducers Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 63 of 112 www.nord.com G1030 / US / CAN 1 info Right angle MINICASE® Worm Reducers Power: 0.16 – 2,0 hp Torque: up to 2,400 lb-in Sizes: 4 case sizes Compact and cost effective, MINICASE reducers have either a worm gear set or a helical plus worm set. Either way, this small package with configurable options is unique in the market place and is ideally suited for tight spaces. Four versatile case sizes are available for the ”MINICASE Worm” product family. Standard unit is foot mounted with optional • B5 flange housing • B14 flange housing and a solid output shaft (either side) or hollow output shaft. All units are supplied with ISO 680 polyglycol synthetic lube for optimum wear resistance and improved efficiency. Reductions Ratio Range Single 5.00 - 100.0 Double 25.00 - 500.00 Gear efficiency: up to 92% / gear stage WORM AND HELICAL-WORM RUN-IN NORD Worm drives achieve up to 92% efficiency. However new gearboxes are initially ‘tight’ and the efficiency performance prior to run-in will be somewhat reduced. Testing shows that initial efficiencies due to ‘tightness’ may be reduced by: • single start worm up to 12% • two start worm up to 6% • three start worm up to 3% • six start worm up to 2% After a typical 24-hour run-in at full load, efficiencies shown in the reducer selection tables may be fully realized. The efficiencies shown in the worm and helical-worm ratings tables may be achieved at the following operating conditions: • is fully run-in • has achieved operating temperate • has the recommended lubricant • operating at rated torque Ambient conditions The natural corrosion resistant aluminium-oxyd skin of all MINICASE drives enables indoor and outdoor operation. Contact with aggressive and corrosive media ( gases, acidic and caustic fluids, salts etc ) must be avoided. The MINICASE drives are suitable for operation at ambient temperatures of –25°C to +60°C. At low temperatures the motor requires a higher torque for start-up because of viscous lubricant. CORROSION-RESISTANT ALUMINIUM ALLOY HOUSING • Painting is not required • Improved heat dissipation for cooler operation and longer life ALL WORM REDUCERS Worm units have a combination of hard and soft gears. SIiding action of worm gears require a higher viscosity oiI. These units are furnished Standard OiI – ISO VG680 with synthetic oiI as standard. CAUTION: Do not mix mineraI based and synthetic oiIs. Ambient Temperature FormuIation Manufacturer Type SuppIier 20 to 140F (-5 to 60C) Synthetic poIygIycoI KIuber KIubersynth GH-6-680 USA & Canada Standard Bearing Grease Ambient Temperature FormuIation Manufacturer Type SuppIier 0.25 336 41 5.0 5 5 369 419 SK 1SM31 - 63L/4 13 12-17 224 59 4.0 7.5 7,5 416 416 168 76 3.0 10 10 414 414 112 106 2.5 15 15 412 412 84 133 1.8 20 20 407 407 67 159 1.4 25 25 403 403 56 159 1.7 30 30 403 403 42 195 1.3 40 40 394 394 34 221 1.0 50 50 387 387 28 248 0.9 60 60 378 378 336 42 7.9 5 5 428 428 SK 1SM40 - 63L/4 16 12-17 224 61 6.4 7.5 7,5 428 428 168 80 4.7 10 10 425 425 112 106 4.0 15 15 425 425 84 142 2.9 20 20 421 421 67 168 2.2 25 25 419 419 56 177 2.5 30 30 419 419 42 212 1.9 40 40 414 414 34 389 1.0 50 50 378 378 28 274 1.3 60 60 403 403 21 319 1.0 80 80 394 394 17 345 0.9 100 100 389 389 67 195 2.5 25 5 5 416 416 SK 2SM40 - 63L/4 19 12-17 45 274 2.1 37.5 7,5 5 403 403 34 354 1.6 50 10 5 387 387 22 478 1.3 75 15 5 349 349 17 584 1.0 100 20 5 304 304 13 708 0.8 125 25 5 223 223 11 717 0.9 150 30 5 214 214 67 204 4.3 25 5 5 803 803 SK 2SM50 - 63L/4 23 12-17 45 283 3.6 37.5 7,5 5 797 797 34 363 2.7 50 10 5 788 788 22 504 2.3 75 15 5 767 767 17 611 1.7 100 20 5 745 745 13 752 1.3 125 25 5 711 711 11 770 1.5 150 30 5 704 704 8.4 920 1.2 200 40 5 655 655 6.7 1027 1.0 250 50 5 612 612 5.6 1151 0.8 300 60 5 549 549 67 204 7.5 25 5 5 1238 1260 SK 2SM63 - 63L/4 28 12-17 45 292 6.2 37.5 7,5 5 1258 1258 34 372 4.7 50 10 5 1253 1253 22 522 3.9 75 15 5 1244 1244 17 637 3.0 100 20 5 1235 1235 13 788 2.3 125 25 5 1220 1220 11 814 2.6 150 30 5 1217 1217 8.4 974 2.0 200 40 5 1195 1195 6.7 1106 1.6 250 50 5 1175 1175 5.6 1230 1.4 300 60 5 1152 1152 4.2 1416 1.1 400 80 5 1114 1114 3.4 1558 0.9 500 100 5 1080 1080 Motor power Output speed Output torque Service factor Total 0.5 344 80 2.6 5 5 353 414 SK 1SM31 - 71L/4 17 12-17 229 115 2.1 7.5 7.5 398 410 172 142 1.6 10 10 405 405 115 195 1.3 15 15 394 394 86 248 1.0 20 20 378 378 69 292 0.8 25 25 362 362 57 310 0.9 30 30 356 356 344 81 4.2 5 5 425 425 SK 1SM40 - 71L/4 20 12-17 229 115 3.4 7.5 7.5 423 423 172 150 2.5 10 10 421 421 115 204 2.1 15 15 414 414 86 266 1.5 20 20 405 405 69 310 1.2 25 25 396 396 57 336 1.3 30 30 392 392 43 407 1.0 40 40 374 374 69 381 1.3 25 5 5 380 380 SK 2SM40 - 71L/4 23 12-17 46 531 1.1 37.5 7.5 5 329 329 34 690 0.8 50 10 5 236 236 344 82 7.1 5 5 522 623 SK 1SM50 - 71L/4 24 12-17 229 124 5.7 7.5 7.5 594 716 172 159 4.2 10 10 650 783 115 221 3.5 15 15 736 801 86 283 2.6 20 20 797 797 69 336 2.0 25 25 790 790 57 363 2.2 30 30 788 788 43 451 1.6 40 40 776 776 34 531 1.3 50 50 763 763 29 584 1.1 60 60 752 752 22 681 0.9 80 80 729 729 69 381 2.3 25 5 5 785 785 SK 2SM50 - 71L/4 27 12-17 46 540 1.9 37.5 7.5 5 761 761 34 708 1.4 50 10 5 722 722 23 938 1.2 75 15 5 648 648 17 1195 0.9 100 20 5 524 524 14 1363 0.8 125 25 5 398 398 11 1505 0.8 150 30 5 225 225 69 389 4.0 25 5 5 1193 1253 SK 2SM63 - 71L/4 33 12-17 46 558 3.3 37.5 7.5 5 1242 1242 34 726 2.4 50 10 5 1226 1226 23 982 2.1 75 15 5 1195 1195 17 1230 1.5 100 20 5 1152 1152 14 1434 1.2 125 25 5 1109 1109 11 1593 1.3 150 30 5 1071 1071 8.6 1859 1.0 200 40 5 990 990 6.9 2089 0.9 250 50 5 905 905 5.7 2363 0.8 300 60 5 776 776 Motor power Output speed Output torque Service factor Total ratio Worm ratio 2nd ratio 0.75 342 124 2.7 5 5 423 423 SK 1SM40 - 80S/4 24 12-17 228 177 2.2 7.5 7.5 419 419 171 230 1.6 10 10 412 412 114 319 1.4 15 15 394 394 86 398 1.0 20 20 376 376 68 478 0.8 25 25 349 349 57 504 0.9 30 30 340 340 342 124 4.6 5 5 513 619 SK 1SM50 - 80S/4 28 12-17 228 186 3.8 7.5 7.5 583 707 171 239 2.8 10 10 635 776 114 336 2.3 15 15 716 790 86 425 1.7 20 20 774 779 68 513 1.3 25 25 765 765 57 549 1.5 30 30 758 758 43 681 1.1 40 40 729 729 34 805 0.8 50 50 695 695 342 124 8.2 5 5 718 1087 SK 1SM63 - 80S/4 32 12-17 228 186 6.6 7.5 7.5 824 1229 171 248 4.9 10 10 900 1260 114 345 4.0 15 15 1019 1256 86 443 2.9 20 20 1112 1251 68 540 2.2 25 25 1195 1244 57 584 2.4 30 30 1240 1240 43 726 1.8 40 40 1226 1226 34 867 1.4 50 50 1211 1211 28 1000 1.2 60 60 1190 1190 21 1195 0.9 80 80 1159 1159 1.0 330 177 3.4 5 5 509 619 SK 1SM50 - 80L/4 31 12-17 220 257 2.7 7.5 7.5 576 707 SK 1SM50 - 80LH/4 165 327 2.0 10 10 628 776 110 460 1.7 15 15 700 774 82 593 1.2 20 20 749 749 66 708 0.9 25 25 722 722 55 761 1.0 30 30 709 709 41 956 0.8 40 40 641 641 330 177 5.9 5 5 718 1085 SK 1SM63 - 80L/4 35 12-17 220 257 4.7 7.5 7.5 821 1226 SK 1SM63 - 80LH/4 165 336 3.5 10 10 898 1256 110 478 2.9 15 15 1013 1249 82 620 2.1 20 20 1107 1238 66 743 1.6 25 25 1179 1224 55 805 1.8 30 30 1217 1217 41 1018 1.3 40 40 1188 1188 33 1195 1.0 50 50 1159 1159 28 1336 0.9 60 60 1132 1132 Motor power Output speed Output torque Service factor Total ratio Worm ratio 2nd ratio OHL OHL- 2 Phone: 800-527-4043 www.ﬁ bergrate.com Combining unmatched corrosion resistance with strength, long life and safety, Fibergrate sets the standard for ﬁ berglass reinforced plastic (FRP) molded products. With more than ten custom resins, Fibergrate products are proven to deliver years of reliable service, even in the most demanding corrosive conditions — conditions which cause conventional metallic and wood products to deteriorate rapidly. Fibergrate products are lightweight and easy to fabricate. Savings on labor and equipment often make the total installed cost of Fibergrate products comparable to that of steel. Combining these installation savings with low maintenance, long life and worker safety, Fibergrate products offer a life cycle cost that is signiﬁ cantly lower than that of metallic products. Fibergrate's molded grating lines include Fibergrate® and Chemgrate® molded grating for most applications, Fibergrate® molded high load capacity grating for H-20 and forklift trafﬁ c, Micro-Mesh® access ﬂ ooring, AirMesh® screening and Multigrid® grating. For applications requiring a solid walkway, Fibergrate carries Fiberplate® and Chemplate® structural ﬂ oor panels as well as Chemdeck® and Fibergrate® covered grating. Stair solutions include Fibertred® and Chemtred® stair treads panels for industrial and commercial use, covered stair treads for architectural applications and stair tread covers for existing stairways. Ergonomic work platform solutions include Safe-T-Stands® which are available in varying heights and raised ergonomic workmats. Fibergrate's complete line of molded products and turnkey services offers a variety of solutions for most applications. Fiberglass Molded Products • Architectural • Bridge & Highway • Chemical • Commercial • Food & Beverage • Manufacturing • Metals & Mining • Microelectronics • Oil & Gas • Offshore • Pharmaceutical • Power • Pulp & Paper • Recreation • Telecommunications • Transportation • Water & Wastewater Fibergrate Markets Fibergrate products are lightweight making them easy to handle and install Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 68 of 112 Phone: 800-527-4043 3 www.ﬁ bergrate.com Fibergrate® Benefits • Corrosion Resistance - the use of more than ten premium grade resin systems with a thoroughly wetted fiberglass process and a one-piece molded construction ensures solid structural integrity in tough environments • Slip Resistance - a meniscus or permanent grit surface provides a safe, slip-resistant walking surface • Low Maintenance - corrosion resistant and requires no scraping, sandblasting or painting • Fire Retardant - flame spread rating of 25 or less, as tested in accordance with ASTM E-84; meets the self-extinguishing requirements of ASTM D-635 • High Strength-to-Weight Ratio - less than one-half the weight of steel grating allowing easy removal for access below floor level and installation with no heavy equipment and less manpower • Electrically and Thermally Nonconductive - all-FRP construction provides additional worker safety • Impact Resistance - can withstand major impacts with little structural damage and no failure • Easily Fabricated - does not need heavy lifting equipment or expensive tools; can be easily carried by two workers; can be cut using standard circular or saber saws fitted with abrasive blades; has excellent utilization • Electronically Transparent - does not affect electromagnetic or radio wave frequencies FRP vs. Steel VALUE = PRICE SERVICE LIFE When comparing the price of Fibergrate fiberglass reinforced plastic (FRP) products to comparable metal or other conventional products, there are several factors to consider. One of the most important factors is the safety cost. Slips and falls are the second leading cause of industrial accidents and one of the leading causes of death. The slip-resistant surfaces of Fibergrate products can dramatically reduce accidental slips and falls. With each lost workday accident costing $50,000 to $100,000, Fibergrate could be the least expensive solution available. The initial, or first cost is usually figured on a square-foot basis. Fibergrate FRP material costs are typically higher than metal products. Too often the product with the lowest price is selected, particularly in new construction projects, because it seems to be the most economical. Unfortunately, the cheapest product often ends up costing more than Fibergrate FRP due to high maintenance and replacements costs of corroded building materials. The National Association of Corrosion Engineers estimates that the economic losses due to corrosion in the U.S. amount to $300 billion a year. Replacing corroded, unsafe flooring is one of Fibergrate's biggest markets. In most cases, if Fibergrate FRP had been installed initially, very few problems would have occurred. Another important factor is installed cost. Fibergrate FRP products are often less expensive than metallic products when installation costs are figured into the total price. Metal grating requires costly and time-consuming cutting and welding, and must be “end-banded.” Fibergrate FRP can easily be fabricated with hand tools. Molded grating construction requires no end-banding which saves time and money. Square mesh bearing bars run in both directions, maximizing utilization. Fibergrate FRP products weigh less than metal, making it easier to handle and less expensive to transport. 6 Phone: 800-527-4043 www.ﬁ bergrate.com New! New! New! Molded Grating Resins Resin Systems Corrosion in the workplace negatively impacts your bottom line. Each year, industrial plant executives eliminate expensive corrosion-related maintenance problems by switching to Fibergrate molded grating. Various applications present different requirements so Fibergrate has more than ten standard resin systems (the most in the industry) including the new FGI-AM (food grade isophthalic polyester antimicrobial) available in both Fibergrate and Chemgrate Resins. New! New! New! Fibergrate® Resins • Vi-Corr® - A superior vinyl ester resin developed for reliable performance in the toughest environments. It offers outstanding resistance to a wide range of highly corrosive situations, ranging from caustic to acidic. In fact, no other resin system can match Vi-Corr's performance in highly acidic environments. Color: orange or dark gray. Flame spread: ASTM E84 rating of 25 or less. Certiﬁ cations: UL Classiﬁ cation available; DNV Type Approval No. F-16856; USCG Accepted; ABS Type Approval No. 01-HS34733-X). • IFR - This isophthalic polyester ﬁ re-retardant resin formulation is designed for industrial and chemical processing applications where corrosion resistance is important. Color: green or dark gray. Flame Spread: ASTM E84 rating of 25 or less. Certiﬁ cations: UL Classiﬁ cation available. • FGI-AM* - This improved food-grade isophthalic polyester resin system offers antimicrobial properties to inhibit the growth of mold on the surface of the composite to protect the product itself along with the necessary corrosion resistance to meet the requirements of the food and beverage industry. Color: light gray. Flame Spread: ASTM E84 rating of 25 or less. Certiﬁ cations: USDA accepted. • CORVEX® - An economy polyester grating, Corvex outperforms a number of competitive ﬁ berglass and metal products and meets the requirements for corrosion resistance found in light industrial and water/wastewater applications. Color: yellow, dark gray or dark green. Flame Spread: ASTM E84 rating of 25 or less. Certiﬁ cations: DNV Type Approval No. F-16856. • XFR - This extra fire-retardant vinyl ester resin is recommended for use where the fire potential is high. Color: dark gray. Flame Spread: ASTM E84 rating of 10 or less, a level exceeded by no other resin system. Certiﬁ cations: DNV Type Approval No. F-16856. • ELS - This Extremely Low Smoke resin is an acrylic-modi- fied polyester system that is ideal for tunnel, offshore, mass transit and other confined space applications. ELS exhibits low ignitability, low smoke generation and extremely low smoke toxicity. Color: light gray. Flame Spread: ASTM E84 rating of 25, a smoke density index of 100 and Fuel Contribution of 0. Certiﬁ cations: DNV Type Approval No. F-16856. • Super Vi-Corr® - This family of resin systems consists of more than 30 custom formulas engineered to provide corrosion control solutions in applications that are too severe for conventional FRP and other building materials. Each Super Vi-Corr resin was engineered for the best possible performance in specific chemical and/or elevated temperature environments. These systems exist for aggressive chemical service in reagents like solvents, acidic oxidizers, chlorine dioxide, sodium hypochlorite and liquid desiccants. Certain Phone: 800-527-4043 7 www.ﬁ bergrate.com FRP Conductive Surface Fibergrate can provide a secondarily applied conductive surface which drains off the build- up of unwanted, dangerous static electricity when properly grounded. This specialized surface produces an electrical resistance of less than 26 kilo-ohms per foot, while the grating retains all of the other desirable corrosion-resistant, fire-retardant, impact-resistant and lightweight characteristics of conventional fiberglass reinforced plastic (FRP) grating. Fibergrate HF Molded Grating Fibergrate has combined a premium-grade vinyl ester resin and exotic reinforcements to manufacture the only molded grating system suitable for service in harsh hydrofluoric acid applications. HF Molded Grating, a non-fire retardant system, can see service in applications that would cause premature failure in most traditional molded grating systems. Chemgrate Corvex® ELS FGI Chemgrate IFR Chemgrate Vi-Corr ® Super XFR Surface CP-84 FS-25 VE-25 Vi-Corr® Meniscus Top N/A S S S O S O S S S Applied Grit Top O O O O O O O O O O Integral Grit Top S N/A N/A N/A S N/A S N/A N/A N/A Slip-resistant Surfaces Slips and falls are the second leading cause of industrial accidents. According to the National Safety Council, each injury related lost work day can cost $50,000 to $100,000. That is why Fibergrate developed three slip-resistant surfaces for flooring and stair solutions. These surfaces include meniscus and applied grit tops in the Fibergrate resins and integral grit in the Chemgrate resins. Meniscus Top The concave surface of Fibergrate's standard meniscus top provides superior slip-resistant footing in most environments including wet or oily conditions. Applied Grit Top Fibergrate's optional grit top grating has a quartz grit which is secondarily applied, cured and sealed onto the surface providing excellent slip-resistant footing. Integral Grit Top Chemgrate's standard slip-resistant surface is a fully sealed integral quartz grit surface applied during the molding operation. S = Standard O = Optional N/A= Not Available Available Surfaces For Molded Grating Standard Resin Systems Sure Footing When Wet Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 71 of 112 5151 Beltline Rd, Ste 700 Dallas, TX 75254 800/527-4043 www.fibergrate.com Molded Grating Pultruded Grating Moltruded® Grat- ing 1" Rectangular Mesh 1", 1-1/2" & 2" Square Mesh Rigidex ® I Rigidex ® II Corrosion Resistance HR HR R HR HR Strength/Stiffness (longest span) R R HR R HR Impact Resistance R HR A NR R Open Area (for drainage, aeration, light penetration) HR HR A HR HR Single-Direction Span R A HR HR HR Bi-Direction Span NR HR NR NR NR Ease of Layout and Installation A HR A A A Lightweight in Comparison to Metals HR HR HR HR R Custom Panel Sizes Available A R R NR NR HR = Highly Recommended R = Recommended A = Acceptable NR = Not Recommended These are general comparison. A Fibergrate representative should be consulted for an exact match of grating and application. Molded Grating Pultruded Grating Moltruded® Grating GRATING SELECTION GUIDE Molded, Pultruded and Moltruded® Grating Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 72 of 112 EUROVENT CERTIFICATION COMPANY SCRL 62 Bd de Sébastopol 75003 Paris FRANCE - RCS Paris B 393 363 460 - Code APE : 748K EUROVENT Certification Company certifies that from Located at Trade name Software for calculation of performances have been assessed according the requirements of following standard OM-10-2006 The list of certified products is displayed at : http://www.eurovent-certification.com is authorised to use the EUROVENT Certification mark in accordance with the rules specified in the Operational Manual OM-10-2006 Jacques BENOIST Director of certification Approval date : 03/10/06 Re-checked on : 05/05/08 Valid until : 30/03/09 Certification Diploma N° : 06.10.326 Rotary Heat Exchangers FLAKT WOODS AB Econovent Acon 2008.03.25 FLAKT WOODS AB Flaktgatan 1 , 55184 Jonkoping Sweden FLAKT WOODS Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 73 of 112 Maxi-Pleat merv 8 www.filtrationlab.com A better approach to Indoor Air Quality Description - Construction - Specification Improves indoor air quality Extended filter life Good initial static pressure Economical pricing Can be used as a pre-filter or as a final filter Merv 11 performance as per Ashrae 52.2 UL & CUL class 2 The filtering media is supported by an expanded metal grid, allowing for a 95% open filtering surface area. Precise pleating methods allow for an aerodynamic design. The filtering media is a hydrophobic , 100% synthetic material whose performance will not be adversely affected by humid conditions. Our Maxi Pleat Merv 8 uses 100% recycled filtering membrane and 100% mechanical filtration. Rigorously controled pleat alignment and spacing assures uniform air travel across the entire surface of the filter. The pleat configuration allows for a good dust holding capacity. Larger dust particulate tends to be captured in the top and bottom of pleats the where as smaller particulate will be captured in the sides of the pleat surface. The Maxi Pleat Merv 8 filter is constructed from a rigid fire retardant beverage board, to give it outstanding strength and resistance in tough operating conditions. The filtering media is glued to the frame sides thus eliminating any possibility of air by-passing the filter . Each pleat point is glued to the frame die cut so that the pleats will not deform over the entire life of the filter . The 4 inch deep pleats have additional cardboard fingers inserted and glued between each pleat for even greater strength. Minimum filter efficiency curve (CME) 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0 0.3 à 0.4 0.4 à 0.55 0.55 à 0.7 0.7 à 1.0 1.0 à 1.3 1.3 à 1.6 1.6 à 2.2 2.2 à 3.0 3.0 à 4.0 4.0 à 5.5 5.5 à 7.0 7.0 à 10.0 atmospheric pollutants interval in micron (um) Efficiency Maxi Pleat Merv 8 (mechanic membrane) delivers a www.filtrationlab.com - info@filtrationlab.com 193 Rang de l’eglise St-Liguori (Quebec) J0K 2X0 Phone: (450) 754-4222 Fax: (450) 754-1212 1449 rue Bergar Laval (Quebec) H71 4Z7 Phone: (450) 975-2444 Fax: (450) 975-2777 rue Godin Quebec (Quebec) G1M & Phone: (418) 688-2077 Fax: (418) 688-8983 2700 Lancaster road unit 118 Ottawa (Ontario) K1B 4T7 Phone: (613) 680-9346 Fax: (613) 688-8983 Performance - Model -- 608 - 610 - 615 10x20x1 12x20x1 12x24x1 14x20x1 14x25x1 15x20x1 16x20x1 16x24x1 16x25x1 18x20x1 18x24x1 18x25x1 20x20x1 20x24x1 20x25x1 20x30x1 24x24x1 24x30x1 25x25x1 10x20x2 12x20x2 12x24x2 14x20x2 14x25x2 15x20x2 16x20x2 16x24x2 16x25x2 18x20x2 18x24x2 18x25x2 20x20x2 20x24x2 20x25x2 20x30x2 24x24x2 24x30x2 25x25x2 Control-Flow www.filtrationlab.com Commercial et industrial Replacement filter Description - Construction - Specification CONTROL-FLOW filters provide medium to high efficiency performance over a longer service life provided by other types. They may be operated at velocities up to 500 fpm, without fear of change in performance or media collapse to total HVAC system shut-off. It makes this filter ideal for variable air volume systems. Since performance is not affected by change in velocity. Initial resistance may be greatly reduced, energy use is reduced, and service life extended. ENCLOSING FRAME Lightweight, but rigid galvanized steel provides a durable housing for the filter pack. MEDIA/FRAME BOND Bonding the media to the frame provides extra strength to media pack and eliminates the possibility of air bypassing the media. FILTERING MEDIA Made of synthetic fiber, reinforced on the air outlet side. Spe- cially produced and color coded for range of efficiency. CONTROL-FLOW-PH These models are available with a peripheral header for appli- cations where existing side access housings require filters with headers. CONTROL-FLOW The standard model is used wherever a header frame is not required. RADIAL PLEATS Precisely formed for a maximum dust holding capacity, plus filter area utilization, with minimum pressure loss, and exten- 90/95% ASHRAE 52.1, MERV 15 tested in accordance with ASHRAE Standard 52.2. 80/85% ASHRAE 52.1, MERV 13 tested in accordance with ASHRAE Standard 52.2. 60/65% ASHRAE 52.1, MERV 11 tested in accordance with ASHRAE Standard 52.2. Dirt Pill Up Filter Media Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 76 of 112 www.filtrationlab.com - info@filtrationlab.com Standard Control-Flow Nominal Size (H X L X P) Model # Initial res. (En W.G.) Area Sq. ft (+/-) 24x24x6 24x12x6 20x20x6 24x20x6 24x24x12 24x12x12 20x20x12 24x20x12 24x24x6 24x12x6 20x20x6 24x20x6 24x24x12 24x12x12 20x20x12 24x20x12 24x24x6 24x12x6 20x20x6 24x20x6 24x24x12 24x12x12 20x20x12 24x20x12 CF9-424-6 CF9-412-6 CF9-020-6 CF9-420-6 CF9-424-12 CF9-412-12 CF9-020-12 CF9-420-12 CF8-424-6 CF8-412-6 CF8-020-6 CF8-420-6 CF8-424-12 CF8-412-12 CF8-020-12 CF8-420-12 CF6-424-6 CF6-412-6 CF6-020-6 CF6-420-6 CF6-424-12 CF6-412-12 CF6-020-12 CF6-420-12 500 RIGID PVC CONDUIT & FITTINGS DOUBLE GANG WEATHERPROOF COVERS Description Combination Switch Cover & GFI Receptacle Part Number VSRC20-2 Product Code 077742 F SERIES DOUBLE GANG BOXES Hub Size (inches) Blank Part Number FD-2 Product Code 077734 Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 78 of 112 LEVITON 7599-W GFCI Receptacle Specifications Leviton Product No.: 7599-W UPC: 078477306345 Dimensions: 4.21" H x 1.53" D (106.9mm H x 38.9mm D) Type: GFCI Ground Fault Amperage: 15 Amp Voltage: 125 Volt Pole: 2 Wire: 3 Termination: Back & Side 20A Feed-Thru Dielectric Voltage: Withstands 1500V per UL498 Current Limiting: 10kA Temperature Rise: Max 30° after 50 cyc OL at 150 pct rated current Terminal ID: Brass-Hot, Green-Ground, White-Neutral Terminal Accommodations: 14-12 AWG Face/Body Materials: Thermoplastic nylon Strap Material: Steel Line Contacts Materials: Brass triple-wipe .031 thick Screws Materials: Terminal: 10-32 brass; grounding: 8-32 brass Yoke Materials: Zinc-plated steel Clamp Nuts Materials: Zinc-plated steel AC Horsepower Ratings: 1 1/2 HP at rated voltage Operating Temperature: -31° F to 149° F (-35° C to 65° C) Approvals: NEMA, ANSI, UL, CSA, NOM Warranty: 2 years, limited Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 79 of 112 Pressure 4 VISIT OUR WEBSITES: www.dwyer-inst.com • www.dwyer-inst.co.uk • www.dwyer-inst.com.au Mounting A single case size is used for most models of Magnehelic® gages. They can be flush or surface mounted with standard hardware supplied. With the optional A-610 Pipe Mounting Kit they may be con- veniently installed on horizontal or vertical 1-1/4˝ - 2˝ pipe. Although calibrated for vertical position, many ranges above 1˝ may be used at any angle by simply re-zeroing. However, for maxi- mum accuracy, they must be calibrated in the same position in which they are used. These characteristics make Magnehelic® gages ideal for both stationary and portable applications. A 4-9/16˝ hole is required for flush panel mounting. Complete mounting and connection fittings plus instructions are furnished with each instrument. Select the Dwyer® Magnehelic® gage for high accuracy — guaranteed within 2% of full scale — and for the wide choice of 81 models available to suit your needs precise- ly. Using Dwyer's simple, frictionless Magnehelic® gage movement, it quickly indicates low air or non-corrosive gas pressures — either positive, negative (vacuum) or differ- ential. The design resists shock, vibration and over-pressures. No manometer fluid to evaporate, freeze or cause toxic or leveling problems. It's inexpensive, too. The Magnehelic® gage is the industry standard to measure fan and blower pres- sures, filter resistance, air velocity, furnace draft, pressure drop across orifice plates, liquid levels with bubbler systems and pressures in fluid amplifier or fluidic systems. It also checks gas-air ratio controls and automatic valves, and monitors blood and respiratory pressures in medical care equipment. Note: May be used with Hydrogen. When ordering a Buna-N diaphragm pres- sures must be less than 35 psi. SPECIFICATIONS Service: Air and non-combustible, compatible gases. (Natural Gas option available.) Wetted Materials: Consult factory. Housing: Die cast aluminum case and bezel, with acrylic cover. Exterior finish is coated gray to withstand 168 hour salt spray corrosion test. Accuracy: ±2% of full scale (±3% on - 0, -100 Pa, -125 Pa, 10MM and ±4% on - 00, -60 Pa, -6MM ranges), throughout range at 70°F (21.1°C). Pressure Limits: -20˝ Hg. to 15 psig.† (-0.677 bar to 1.034 bar); MP option: 35 psig (2.41 bar), HP option: 80 psig (5.52 bar). Overpressure: Relief plug opens at approximately 25 psig (1.72 bar), standard gages only. Temperature Limits: 20 to 140°F.* (-6.67 to 60°C). Size: 4˝ (101.6 mm) Diameter dial face. Mounting Orientation: Diaphragm in vertical position. Consult factory for other position orientations. Process Connections: 1/8˝ female NPT duplicate high and low pressure taps - one pair side and one pair back. Weight: 1 lb 2 oz (510 g), MP & HP 2 lb 2 oz (963 g). Standard Accessories: Two 1/8˝ NPT plugs for duplicate pressure taps, two 1/8˝ pipe thread to rubber tubing adapter and three flush mounting adapters with screws. (Mounting and snap ring retainer substituted for 3 adapters in MP & HP gage accessories.) *Low temperature models available as special option. †For applications with high cycle rate within gage total pressure rating, next higher rating is rec- ommended. See Medium and High pressure options at lower left. Vent Valves In applications where pressure is continuous and the Magnehelic® gage is connected by metal or plastic tub- ing which cannot be easily removed, we suggest using CALL TO ORDER: U.S. Phone 219 879-8000 • U.K. Phone (+44) (0)1494-461707 • Asia Pacific Phone 61 2 4272-2055 5 Pressure Quality design and construction features O-ring seal for cover assures pressure integrity of case. Blowout plug of silicone rubber protects against overpressure on 15 psig rated models. Opens at approximately 25 psig. Die cast aluminum case is precision made and iridite-dipped to withstand 168 hour salt spray corrosion test. Exterior finished in baked dark gray hammerloid. One case size is used for all standard pressure options, and for both surface and flush mounting. Silicone rubber diaphragm with integrally molded O-ring is supported by front and rear plates. It is locked and sealed in position with a sealing plate and retaining ring. Diaphragm motion is restricted to prevent damage due to overpressures. Calibrated range spring is flat spring steel. Small amplitude of motion assures consistency and long life. It reacts to pressure on diaphragm. Live length adjustable for calibration. Samarium Cobalt magnet mounted at one end of range spring rotates helix without mechanical linkages. Bezel provides flange for flush mounting in panel. Clear plastic face is highly resistant to breakage. Provides undistorted viewing of pointer and scale. Precision litho-printed scale is accurate and easy to read. Red tipped pointer of heat treated aluminum tubing is easy to see. It is rigidly mounted on the helix shaft. Pointer stops of molded rubber prevent pointer over-travel without damage. “Wishbone” assembly provides mounting for helix, helix bearings and pointer shaft. Jeweled bearings are shock-resistant mounted; provide vir- tually friction-free motion for helix. Motion damped with high viscosity silicone fluid. Zero adjustment screw is conveniently located in the plastic cover, and is accessible without removing cover. O-ring seal provides pressure tightness. Helix is precision made from an alloy of high magnetic permeability. Mounted in jeweled bearings, it turns freely, following the magnetic field to move the pointer across the scale. Series 2000 Magnehelic® Gage — Models and Ranges Page V shows examples of special models built for OEM customers. For special scales furnished in ounces per square inch, inches of mercury, metric units, square root scales for volumetric flow, etc., contact the factory. 3-0-3 5-0-5 10-0-10 Range, Pa 10-0-50 0-60 0-100 0-125 0-250 0-300 0-500 Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 82 of 112 Memo From: Annexair Head Office Date: 2007-04-25 Re: SARNAFIL ROOFING MEMBRANE Annexair has been searching for quite some time now for a new roofing design. The goal was to achieve a better level of quality and improved water tightness. The traditional sheet metal roofing with standing seems has limitations. The best way to insure no water can leak through a roof is to cover it with a single piece of materiel. The best known materiel to our knowledge is the peal and stick single ply PVC membrane made by Sarnafil. This membrane has been used for the last 40 years (which is also the warranty for the product) all around the world and in many locations in the US (American Airlines Center in Dallas Texas, Miller Park in Milwaukee Wisconsin, Manley Field House – Syracuse University in New-York, Olympic Oval in Utah, City Hall of Chicago and many others). The main goal of a roofing system is to prevent water from entering the unit. This is why sheet metal roof need to be sloped. If standing water is allowed on the roof, corrosion and leakage may occur over time. With PVC roofing membrane, all joints are welded so the entire roof becomes one. Standing water will simply evaporate or be blown off by the wind. The roof will outlast the unit itself. For more information on Sarnafil, please visit www.sarnafil.com Regards, Annexair Inc. Head Office Drummondville ANNEXAIR Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 83 of 112 1. Product Name GenFlex Heat-Welded Reinforced TPO Membrane 2. Manufacturer GenFlex Roofing Systems 1722 Indian Wood Circle Maumee, OH 43537 ☎ (800) 443-4272 FAX (419) 891-4436 email: mailgenflex@genflex.com www.genflex.com 3. Product Description BASIC USE GenFlex TPO is a reinforced thermoplastic polyolefin roofing membrane designed for use on commercial, industrial and insti- tutional buildings. The TPO compound is resistant to a wide variety of common rooftop contaminants and is highly ozone resistant. Heat welded seams are strong and continuous. Additional system components in- clude insulation, plates, fasteners, adhe- sive, sealant, coated metal, flashing, and applicable roof-top accessories. GenFlex requires components to be products of GenFlex Roofing Systems. The GenFlex TPO system may be in- stalled as a Ballasted, Mechanically At- tached or Fully-Adhered design for either new or reroof applications. COMPOSITION & MATERIALS Fused, non-halogenated thermoplastic, scrim-reinforced polyolefin membrane, plasticizer-free ethylene propylene rub- ber (EPR) based. Two layers of TPO are fused with an inner layer of polyester rein- forcement during the manufacturing pro- cess. COLOR CharCool Black, White or Grey SIZE GenFlex TPO is available in 74" (1.9 m), 8' (2.4m), 10' (3.0m) and 12.3' (3.6m) wide by 100' (30.5 m) long. GenFlex TPO is avail- able in two thicknesses, 45 and 60 mil (1.1 and 1.5 mm). WEIGHT • 45 mil membrane – .21 psf (1.1 kg/m 2) • 60 mil membrane – .30 psf (1.6 kg/m 2) • Ballast – Minimum 10 psf (48.8 kg/m 2); additional where required INSTALLATION SYSTEMS Ballasted System – Economical and fast installation on structures able to support system weight. Maximum slope is 2 in 12. Insulation and membrane are loose laid with membrane fastened at perimeter. Seams are adhered using GenFlex ap- proved heat welding equipment. Ap- must be designed and constructed to pro- vide the removal of all water within 48 hours after a rainfall. Substrate must be smooth, level and clean. All gravel on existing roofs must be removed. INSULATION INSTALLATION Insulation fastening must be to Gen- Flex Roofing Systems specifications MEMBRANE INSTALLATION Position GenFlex TPO membrane over ap- proved substrate. Position membrane so that the top sheet edge is in alignment with the premarked lines on the bottom sheet. Allow membrane to relax approxi- mately 1/2 hour prior to any welding, at- tachment, or flashing. FLASHINGS & ATTACHMENTS Attach the membrane at roof perimeter, curb flashing, skylight, expansion joint and roof penetration using standard GenFlex TPO Details. GenFlex TPO walkway pads are required at all high traffic points, such as roof top units, hatches, access doors, and roof top ladders. METHODS OF ATTACHMENT GenFlex TPO may be Mechanically At- tached, Fully Adhered or Ballasted. Me- chanically Attached Systems must be at- tached with GenFlex Seam Plates and GenFlex Fasteners along the entire length of each seam. Additional attachment is required at perimeters and corners. 6. Availability & Cost AVAILABILITY Available nationwide through a network of distributors and agents, for sale to au- thorized GenFlex Roofing Systems appli- cators. COST For cost information, contact the nearest distributor or agent, or contact GenFlex. 7. Warranty GenFlex projects must be inspected by a GenFlex representative to be eligible for a GenFlex warranty. Components must be supplied by GenFlex. Warranty covers GenFlex-supplied materials only. Meet- ing the limitations in Part 3 is a condition for warranty approval. Sample warranties are available upon request. SPEC-DATA® and MANU-SPEC® are registered trademarks of The Construction Specifications Institute. The ten part SPEC-DATA format conforms to the editorial style of The Construction Specifications Institute and is used with their permission. The manufacturer is responsible for technical accuracy. ©1998 Architects' First Source. All Rights Reserved. 07540 Thermoplastic Membrane Roofing GenFlex Roofing Systems TABLE 1 PHYSICAL PROPERTIES OF GENFLEX TPO MEMBRANE Physical Properties Specification Typical Values Thickness, nominal, ASTM D751 .045" (1.1 mm) ± 10% .060" (1.5 mm) ± 10% Breaking Strength, min, ASTM D751 225 lpf (1.0kN) 330 lpf (1.5kN) Typ. Elongation, Ultimate, %, ASTM D412 500 500 • Extruded aluminum (6063T5) damper frame is not less than .080" (2.03mm) in thickness. Damper frame is 4" deep. • Blades are extruded aluminum (6063T5) profiles. • Blade seals are extruded EPDM. Frame seals are extruded silicone. Seals are secured in an integral slot within the aluminum extrusions. • Bearings are composed of a Celcon inner bearing fixed to a 7 /16" (11.11mm) aluminum hexagon blade pin, rotating within a polycarbonate outer bearing inserted in the frame, resulting in no metal-to-metal or metal-to-plastic contact. • Linkage hardware is installed in the frame side and constructed of aluminum and corrosion-resistant, zinc-plated steel, complete with cup-point trunnion screws for a slip-proof grip. • Dampers are designed for operation in temperatures ranging between -40°F (-40°C) and 212°F (100°C). • Leakage does not exceed 3 cfm/ft.² (15.2 l/s/m2 ) against 1” (.25 kPa) w.g. differential static pressure. • Dampers are available with either opposed blade action or parallel blade action. • Dampers are made to size required without blanking off free area. • Dampers are available in two mounting types: i.e., "Installed in Duct" or "Flanged to Duct". • Installation of dampers must be in accordance with current manufacturer’s installation guidelines provided with each shipment of TAMCO dampers. (Note that all technical information available on TAMCO’s web site at www.tamco.ca supersedes and takes precedence over all information contained within the printed catalog.) • Intermediate or tubular steel structural support is required to resist applied pressure loads for dampers that consist of two or more sections in both height and width. (See TAMCO Aluminum Damper Installation Guidelines.) SERIES 1000 AIR-FOIL CONTROL DAMPER 4000 SERIES MULLION TYPE CHANNEL FRAME 3000 SERIES MULLION TYPE EXTERIOR FLANGE OPPOSED ACTION PARALLEL ACTION 6" 152.4mm fully open 4" 101.6mm 1" 25.4mm "FLANGED TO DUCT" TYPE 2" added to duct width & height dimensions Note: • To reduce pressure drop, use “Flanged to Duct” type for sizes under 9 ft.² (.83m2 ). • Suitable for operation in breathable air environments within stated temperature range. • Dampers sized for duct openings exceeding 37½" (953mm) in height are equipped with a stiffener bar at mid-height to strengthen and maintain air leakage tolerances. • For open blade clearance in tight spaces, consider the Series 1400 − 4” wide air-foil blade option. "INSTALLED IN DUCT" TYPE ½" deducted for clearance from width & height dimensions unless otherwise specified For additional information, refer to: • Series 1000 SW Specification Sheet • Series 1500, 1500 SW, 1000 & 1000 SW Pressure Drop • Series 1500, 1500 SW, 1000 & 1000 SW Free Area Charts SERIES 1000 AIR-FOIL CONTROL DAMPERS 1.0 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0.08 0.06 0.05 0.04 0.03 0.02 0.01 Pressure Drop (inches w.g.) (intake mode) VELOCITY VS. PRESSURE DROP 48" x 12" (1219mm x 305mm) 12" x 12" (305mm x 305mm) 12" x 48" (305mm x 1219mm) 24" x 24" (610mm x 610mm) 36" x 36" (914mm x 914mm) Face Velocity (ft./min.) AMCA Figure 5.3 100 500 1,000 5,000 10,000 Series 1000 dampers exceeding the maximum design pressure due to blade length may be used by reducing the width of the damper sections and/or by increasing the number of sections per damper to maintain a blade width compatible with the required system pressure. (Example: 1 section damper of 60”w X 36”h (1524mm x 914mm) at 5” (1.24kPa) w.g. would need to be built in 2 sections of 30”w X 36”h (762mm x 914mm).) 60" 48" 36" 24" 12" 3 4 5 6 7 8 9 10 11 12 13 14 15 Blade Length (inches) Maximum Design Total Static Pressure (inches w.g.) BLADE DESIGN PRESSURE LIMITATIONS MAX. BLADE LENGTH vs. MAX. DESIGN VELOCITY (fpm) Leakage testing was conducted in accordance with AMCA Standard 500-D-98. Holding torque applied was 5.2 in.-lbs./sq. ft. on opposed blade dampers and 7 in.-lbs./sq. ft. on parallel blade dampers AMCA Standard 500-D-98 states that air leakage is based on operation between 50°F (10°C) and 104°F (40°C). All tests were performed with 120 in.-lbs. in resulting in a maximum of 120 in.-lbs./ft² with the 12” x 12” damper. The following sizes of TAMCO Series 1000 dampers were tested: 12" x 12" (305 mm x 305 mm), 24" x 24" (610 mm x 610 mm), 48" x 12" (1219 mm x 305 mm) 12" x 48" (305 mm x 1219 mm), 36" x 36" (914 mm x 914 mm), 60" x 36" (1524 mm x 914 mm). Pressure Class Spin-Glas Board Equipment Insulation is manufactured from ﬁne, rotary-process glass ﬁbers bonded with a special thermosetting resin. Applications. Spin-Glas Board equipment insulation can be used for office partitions, ceiling panels, wall panels, and HVAC equipment applications. Advantages. Because the glass ﬁbers in Spin- Glas Board equipment insulation are extremely ﬁne, they create an enormous number of minute air spaces, making the insulation highly resistant to the passage of heat and sound. These glass ﬁbers are resistant to the effects of moisture, oil, grease, and most acids. Because these ﬁbers are highly resilient, they resist settling, breakdown or sagging from vibration. They yield readily to impact and protect facings from puncture or tearing. Spin-Glas Board equipment insulation provides neat, square corners for an improved, ﬁnished appearance for equipment systems. The inherent physical properties of Spin-Glas Board assure ease of application. It can be readily cut with a knife and secured with mechanical fasteners or adhesives. Available Forms. Made in board form, Spin-Glas is available in a variety of densities and thicknesses. It also can be provided with a smooth surface or with an FSK (foil/scrim/kraft) facing, or coated with a black acrylic coating. Custom Fabrication. In addition to the standard dimensions, a Johns Manville Approved Fabricator can provide specially- cut pieces and shapes to particular customer speciﬁcations. Insulation Properties: � Good Acoustical Performance � Excellent Thermal Performance � Structurally Rigid � Resistant to Vibration � Readily Fabricated Spin-Glas® Board Thermal and Acoustical Insulation Performance Materials Applications: � Acoustical Panels � Acoustical Partitions � Roof Curbs � HVAC Equipment � Other Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 88 of 112 Acoustical Performance Type “A” Mounting Sound Absorption Coefficients* Density Thicknesses Frequency (Hz) pcf kg/m3 inches mm 125 250 500 1000 2000 4000 NRC** 2.25 36 1 25 0.08 0.27 0.69 0.95 1.05 1.02 0.75 2.25 36 2 51 0.19 0.88 1.15 1.14 1.10 1.07 1.05 3.00 48.1 1 25 0.06 0.26 0.61 0.86 0.99 1.03 0.70 3.00 48.1 2 51 0.17 0.80 1.16 1.15 1.11 1.10 1.05 4.25 68.1 1 25 0.03 0.32 0.80 1.04 1.05 1.05 0.80 4.25 68.1 2 51 0.27 0.91 1.11 1.09 1.09 1.09 1.05 6.00 96.2 1 25 0.10 0.35 0.85 1.04 1.05 1.03 0.80 6.00 96.2 2 51 0.38 0.93 1.10 1.07 1.07 1.07 1.05 * Tested in accordance with ASTM C 423-90a and ASTM E 795-83 ** Noise Reduction Coefficient Spin-Glas® Board Thermal and Acoustical Insulation Johns Manville Performance Materials P.O. Box 5108 Denver, CO 80217-5108 www.jm.com The physical and chemical properties of Johns Manville Spin-Glas represent typical, average values obtained in accordance with accepted test methods and are subject to normal manufacturing variations. The data is supplied as a technical service and is subject to change without notice. Check with your Johns Manville regional office to obtain current information. Speciﬁcations � Temperature Limit: 350o F (177o C) (Faced surface should not exceed 150° F [83° C]) � Fire Hazard Classiﬁcation: 25/50 (per ASTM E 84 and UL 723 and CAN/ULC S102- M88). Labels supplied when requested on order. Meets NFPA 90A and 90B. � Facings: FSK (foil/scrim/kraft) � Coating: Permacote® Black Acrylic Coating (maximum rated air velocity is 5,000 fpm) (1,500 mpm) � Fabricated Products: Johns Manville Spin-Glas Board is manufactured to speciﬁc customer width and length requirements. Contact your Johns Manville sales representative for details. Die-cut or fabricated pieces are generally supplied by one of the strategically-located Johns Manville fabricators which is specially equipped to provide prompt service to manufacturers in their area. � For Information Write Johns Manville Product Information Center, P.O. Box 5108, Denver, Colorado 80217-5108, or call toll-free 1-800-654-3103 (outside Colorado); (303) 978-4900 (inside Colorado). � Limited Warranty All Johns Manville products are sold subject to Johns Manville’s Limited Warranty and Limitation of Remedy. For a copy of the Johns Manville Limited Warranty and Limitation of Remedy, write to: Johns Manville Product Information Center P.O. Box 5108 Denver, CO 80217-5108 or call toll free: 1-800-654-3103 or contact your local Page 1 of 2 A-14-103_HVAC-Submittals_1 PROJECT: FORT COLLINS SENIOR CENTER HVAC REMODEL PROJECT NUMBER: 14-103 HVAC SUBMITTAL REVIEW Checking is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any Action shown is subject to the requirements of the plans and specifications. Contractor is responsible for; dimensions, which shall be confirmed and correlated at the job site; fabrication processes and techniques of construction; coordination of his work with that of all other trades and the satisfactory performance of his work. Action Codes: A -No Exceptions Taken B -Make Corrections Noted (No Re-submittal Required) C -Revise and Resubmit (See Remarks) D -Rejected (Submit Prior Approved Equal) E -Rejected (Submit Specified Item) HVAC SUBMITTAL 5 Jun 2015 10 Jun 2015 PDF Submittal Date Date Format of Remarks Reviewed Received Returned Submittal or Notes Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 90 of 112 Page 2 of 2 Equipment Model Action Remarks Tag Submitted Taken or Notes ERV-5 (Pool) Annexair B 1. Submittal indicates varying model numbers. ERP-E-09 is indicated as well as ERP-E-12. ERP-E-12 is specified model. Ensure all model numbers are consistent across submittal. CF-1, 2 Big Ass Fans Powerfoil X2.0, 16' diameter C 1. Fans are to be 460V/3 phase. Submittal indicates wrong voltage of 208V/3 phase. 2. Drawings indicate a Bacnet adaptor to be provided. Submittal does not indicate this option. Final decision on acceptance or rejection of this accessory to be by the owner (City of Fort Collins representative). Submittals Reviewed By: Aaron Coy Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 91 of 112 g:\common\sales\mike\submitta\.doc Western Mechanical Solutions SUSTAINABLE – HEATING - COOLING 70 Broadway, Suite 300, Denver, CO 80203 Phone: 720.210.9210 Fax: 720.210.5481 www.westernmechanicalsolutions.com SUBMITTAL TRANSMITTAL SHEET ENCLOSED ARE: .pdf PRINTS EACH OF THE FOLLOWING DRAWINGS FOR: [] APPROVAL [] Return ONE (1) approved copy [] Fabrication held up fan approval received. [] Fans are released for fabrication and any changes may cause delay in shipment and additional costs. [] The contractor/engineer shall verify fans voltages and phases are correct. Western Mechanical Solutions will not be responsible for incorrect voltage or phase if written correspondence is not received prior to release. [] The contractor/engineer shall verify Fans will fit into the space as submitted. NOTE: Equipment will not be released for fabrication without written release for fabrication and Purchase Order. Please include requested ship date with the written release to fabricate. NOTE: Quoted Lead times for equipment are subject to change and do not include any shipping time. Equipment cannot be released without a purchase order and approved submittals. Western Mechanical Solutions, llc. Shannon Emmel 720.985.1133 TO: City of Fort Collins – Operation Services DATE: May 28, 2015 RE: Fort Collins Senior Center – Pool ATTENTION: Brian Hergott YOUR Order #: To Follow WMS CONTRACT #: 15-369 DESCRIPTION CF-2 & 3 – Performance and Dimensions Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 92 of 112 Western Mechanical Solutions, llc SUSTAINABLE – HEATING - COOLING 70 Broadway, Suite 300, Denver, CO 80203 Phone: 720.210.9210 Fax: 720.210.5481 www.westernmechanicalsolutions.com This message is for the exclusive use of the addressee and contains confidential, privileged, and non-disclosable information. If the recipient of this message is not the addressee, or a person responsible for delivering the message to the addressee, such recipient is prohibited from reading or using this message in any way. If you have received this message by mistake, please call the sender immediately and destroy the telecopy message. Date: May 28, 2015 TO: City of Fort Collins ATTN: Brian Hergott RE: Fort Collins Senior Center Western Mechanical Solutions, LLC is pleased to offer the following equipment and services specified herein, in addition to the specification provide by Big Ass Fans. In some cases exception taken by Big Ass Fans are provided by Western Mechanical Solutions, LLC. This sheet attempts to clarify those differences. BIG ASS FANS Furnish Two (2) Big Ass Fans Big Ass Fans Model Number: One Powerfoil X2.0 Plus 16’: Items NOT Included  Labor to install the unit.  Labor for connection of power wiring.  Field testing.  Guy wires only required if fan is to be mounted 5’ or greater from upper Yoke. Thank you for the opportunity to offer Western Mechanical Solutions, LLC. equipment and service as we look forward to working with you on this project. If you should require additional information, please do not hesitate to contact me. Sincerely, Shannon Emmel. Western Mechanical Solutions, llc SUSTAINABLE – HEATING – COOLING Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 93 of 112 10/5/2010 Western Mechanical Solutions, llc Page 2 of 2 Phone: 720.210.9210 Fax: 720.210.5481 Terms and Conditions of Sale Terms of Agreement: The term “Company” as used herein shall mean Western Mechanical Solutions, llc. or a manufacturer that WMS may transfer the purchase order to directly. These terms and conditions of sale form a part of and are incorporated into any offer of sale or scope letter entered into by Company and Buyer. Company offers to sell the materials, equipment or services indicated in the offer of sale or scope letter only under the terms and conditions stated therein and herein. Submittal of any further purchase documents by Buyer, or execution of this offer by Buyer, or allowing Company to commence work, shall be deemed an acceptance of this offer. Buyer realizes any pricing provided relies on pricing received from outside vendors and may be subject to change at any time. Any additional or differing terms and conditions contained on any documents prepared or submitted by Buyer (whether or not such terms materially alter this offer) are hereby rejected by Company and shall not become part of the contract between Buyer and Company unless expressly consented to in writing by Company. Price Policy: All prices are subject to increase upon notice, due to such events as announced increases in Company’s list prices, or increases in labor or material costs. Terms of Payment: Terms of payment are subject at all times to prior approval of the Company’s credit department. Terms of payment are net 30 days from date of invoice, unless otherwise agreed to in writing by Company. If at any time the financial condition of Buyer or any other circumstance affecting the credit decision does not, in Company’s opinion, justify continuance of production of products or shipment of products on the terms of payment specified, Company may require full or partial payment in advance, or may at its sole discretion stop or delay production or shipment of products. In the event of default of payment, Buyer agrees to pay all costs of collection incurred by the Company, including, but not limited to, collection agency fees, attorney’s fees, legal expenses and court costs. All past due amounts shall bear interest at the highest rate allowed by law. Shipping Terms: All Shipments will be made F.O.B. factory or warehouse with freight prepaid and allowed as quoted via a low cost common carrier, and charges for special carrier services requested by Buyer shall be paid by Buyer. Unloading of material is by the customer. Company may ship the goods in one or more lots; such lots may be separately invoiced and shall be paid for when due per invoice, without regard to subsequent deliveries. Delay in delivery of any lot shall not relieve Buyer of its obligation to accept remaining deliveries. Claims: Responsibility of Company for all shipments ceases upon delivery of the goods to the carrier; and regardless of shipping terms or freight payment, Buyer shall bear all risk of loss of damage in transit. Any claims for damage or shortage in transit must be filed by Buyer against the carrier, and not Company. Claims for factory shortages will not be considered unless made in writing to Company within ten (10) days after receipt of the goods and accompanied by reference to Company’s bill of lading and factory order numbers. Taxes: The amount of any present or future taxes applicable to the product shall be added to the price contained herein and paid by Buyer in the same manner and with the same effects as if originally added thereto. Cancellation: In the event of a cancellation of part or all of this order, Buyer shall pay to Company a cancellation fee determined by Company. The cancellation fee will reflect, among other factors, all expenses and damages incurred and commitments made by Company, sales and administrative overhead, and loss profit. Any non-payment, default, delay or failure of performance by Buyer may, at the sole election of the Company, be treated as a cancellation by Buyer of part or all of this order and shall further entitle Company to suspend production and/or delivery of any goods or articles required under this order. Upon cancellation, all further obligation and liabilities of the Company shall terminate. Shipment Dates: Shipment dates are only estimates. No contract has been made to ship in a specified time, unless set forth in a separate writing signed by an Officer of the Company. Company shall not be liable for damage as a result of any delay or failure to deliver due to disapproval of Company Credit Department or due to any cause beyond Company’s reasonable control, including without limitation, any act of God, act of Buyer, governmental act, accident, labor unrest, delay in transportation, or inability to obtain necessary labor, materials or manufacturing facilities. Returns: Goods may not be returned unless Buyer obtains the advance written permission of an authorized Company official, and when so returned will be subject to handling and transportation charges. Authorized returned goods must be shipped prepaid to the location designated by the authorization. Limited Warranty: Subject to sections titled “Warranty Exclusions” and “Limitation of Liability; Indemnity” herein, Company warrant that it will, at its option, repair or replace defective parts in the event any product manufactured by Company, sold hereunder and used in the United States, proves defective in material or workmanship within twelve (12) months from initial start-up, or eighteen (18) months from date of shipment, whichever period expires sooner. Replaced parts are warranted for the duration of the original warranty period. THIS WARRANTY CONSTITUTES BUYER’S SOLE REMEDY. IT IS GIVEN IN LIEU OF ALL OTHER WARRANTIES. THERE IS NO IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR PARTICULAR PURPOSE. No liability shall attach to Company until Company has been paid in full for all products purchased hereunder. No person (including any agent, sales representative, dealer, or distributor) has the authority to expand Company’s obligation beyond the terms of this express warranty, or to state that the performance of any product is other than is published by the Company. Company must receive a startup Registration Form for products containing motor compressors and/or furnaces within (10) days of original product startup, or the startup date and ship date will be deemed the same for warranty period determination, and warranty shall expire twelve (12) months from that date. Warranty Exclusions: Company’s warranty set forth in “Limited Warranty” does not apply to any products or parts which (a) have been opened, disassembled, repaired, or altered by anyone other than Company or its authorized service representative; or (b) have been subjected to misuse, negligence, accidents, damage, or abnormal use of service; or (c) have been operated, installed, or startup has been provided in a manner contrary to Company’s printed instructions, or (d) were manufactured or furnished by others and which are not an integral part of a product HVAC Fans Section 23 34 00 — 1 SECTION 23 34 00 HVAC Fans PART 1 GENERAL 1.1 SUMMARY A. Section Includes 1. The ceiling-mounted, circulation fan is the model scheduled with the capacities indicated. The fan shall be furnished with standard mounting hardware and variable speed control to provide cooling and destratification. B. Summary of Work 1. Installation of the fan, miscellaneous or structural metal work (if required), field electrical wiring, cable, conduit, fuses and disconnect switches, other than those addressed in the installation scope of work, shall be provided by others. Factory installation services are available through Big Ass Fans. Consult the appropriate installation scope of work for information on the available factory installation options, overview of customer and installer responsibilities, and details on installation site requirements. 1.2 RELATED SECTIONS A. 21 00 00 Fire Suppression B. 23 00 00 Heating, Ventilating, and Air Conditioning (HVAC) C. 26 00 00 Electrical 1.3 REFERENCES A. National Fire Protection Agency (NFPA) B. Underwriters Laboratory (UL) C. Restriction of Hazardous Substances (ROHS) D. International Organization for Standardization (ISO) E. National Electrical Manufacturers Association (NEMA) 1.4 SUBMITTALS A. Shop Drawings: Drawings detailing product dimensions, weight, and attachment methods. B. Part 2 Product Data: Specification sheets on the ceiling-mounted fan, specifying electrical and installation requirements, features and benefits, and controller information. C. Revit Files: File provided for architectural design D. Installation Guide: The manufacturer shall furnish a copy of all operating and maintenance instructions for the fan. All data is subject to change without notice. E. Schedule 1.5 QUALITY ASSURANCE A. Certifications 1. The fan assembly, as a system, shall be ETL-certified and built pursuant to the guidelines set forth by UL standard 507 and CSA standard 22.2 No. 113-08. 2. The fan shall be compliant with NFPA 13—Standard for the Installation of Sprinkler Systems, NFPA 72— National Fire Alarm and Signaling Code, and NFPA 70-2011—National Electric Code (NEC). 3. Controllers shall comply with National Electrical Code (NEC) and Underwriters Laboratory (UL) standards and shall be labeled where required by code. B. Manufacturer Qualifications 1. The fan and any accessories shall be supplied by Big Ass Fan Company that has a minimum of ten (10) years of product experience. 2. ISO 9001:2008-certified Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 95 of 112 HVAC Fans Section 23 34 00 — 2 1.6 DELIVERY, STORAGE, AND HANDLING A. Deliver product in original, undamaged packaging with identification labels intact. The fan shall be new, free from defects, and factory tested. B. The fan and its components must be stored in a safe, dry location until installation. 1.7 WARRANTY A. The manufacturer shall replace any products or components defective in material or workmanship for the customer free of charge (including transportation charges within the USA, FOB Lexington, KY), pursuant to the complete terms and conditions of the Big Ass Fans Non-Prorated Warranty in accordance to the following schedule: Airfoils Lifetime (Parts) Hub Lifetime (Parts) Motor 15 years (Parts)† Gearbox 15 years (Parts)† Light Kit 5 Years (Parts) Controller 15 years (Parts)† All other fan components 15 years (Parts)† Labor 1 year † 15-year parts warranty only valid with factory installation; 7-year parts without factory installation. “Lifetime” means a period ending seven (7) years after Big Ass Fans discontinues manufacturing the product, as such period is defined by Big Ass Fan Company. †† All reasonable costs of repair or replacement will be paid or reimbursed provided customer obtains pre-approval; full warranty contains details. PART 2 PRODUCT 2.1 MANUFACTURER A. Delta T Corporation, dba Big Ass Fans, PO Box 11307, Lexington, Kentucky 40575. Phone (877) 244-3267. Fax (859) 233-0139. Website: www.bigassfans.com. 2.2 HIGH VOLUME, LOW SPEED FANS – BIG ASS FANS POWERFOIL®X2.0 A. Complete Unit 1. Regulatory Requirements: The entire fan assembly (without light kit) shall be ETL-certified and built pursuant to the construction guidelines set forth by UL standard 507 and CSA standard 22.2. 2. Sustainability Characteristics: The fan shall be designed to move an effective amount of air for cooling and destratification in a variety of applications (including industrial and agricultural) over an extended life. The fan components shall be designed specifically for high volume, low speed fans to ensure lower operational noise. Sound levels from the fan operating at maximum speed measured in a laboratory setting shall not exceed 55 dBA. Actual results of sound measurements in the field may vary due to sound reflective surfaces and environmental conditions. 3. Color: Custom colors can be selected by the architect or owner. 4. Good workmanship shall be evident in all aspects of construction. Field balancing of the airfoils shall not be necessary. B. Onboard Fan Control 1. The onboard fan controller shall be constructed using a variable frequency drive (VFD) that is pre-wired to the motor and factory-programmed to minimize the starting and braking torques for smooth and efficient operation. The onboard controller shall be prewired to the motor using a short run of flexible conduit with a dedicated ground conductor to minimize electromagnetic interference (EMI) and radio frequency interference (RFI). A 15-ft incoming power cord shall be pre-wired to the controller with one of the following plugs: NEMA L6-20P Twist-Lock Plug, NEMA L6-30P Twist-Lock Plug, NEMA L15-20P Twist Lock Plug, NEMA L16-20P Twist-Lock Plug. 2. As an option, the architect or owner may upgrade to the “harsh environment package,” which includes a seal for the weather-resistant onboard VFD enclosure and a motor with IP55 NEMA classification. C. Airfoil System 1. The fan shall be equipped with ten (10) Powerfoil airfoils of precision extruded aluminum alloy. The airfoils shall be connected by means of two (2) high strength locking bolts per airfoil. The airfoils shall be connected Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 96 of 112 HVAC Fans Section 23 34 00 — 3 to the hub and interlocked with zinc plated steel retainers. As an option, airfoils may have a variety of finish treatments, e.g., powder coat or wet paint, as specified by the architect or owner. 2. The fan shall be equipped with ten (10) Powerfoil winglets on the ends of the airfoils and ten (10) AirFences™ positioned on the airfoils at the optimum location for performance. Both the winglet and AirFence shall be molded of polypropylene. The standard color of the winglet and AirFence shall be “Safety Yellow.” D. Motor 1. The fan motor shall be an AC induction type inverter rated at one of the following: a. 1725 RPM, 200–250/400–480 VAC, 50/60 Hz, three-phase b. 1725 RPM, 575–600 VAC, 50/60 Hz, three-phase 2. The motor shall be totally enclosed, fan cooled (TEFC) with an IP42 NEMA classification. A NEMA 56C standard frame shall be provided for ease of service. The motor shall be manufactured with a double baked Class F insulation and be capable of continuous operation in -30oF to 122oF (-34oC to 50oC) ambient conditions. 3. As an option, the architect or owner may upgrade to the “harsh environment package,” which includes a motor with an IP55 NEMA classification. As part of the “harsh environment package,” the onboard VFD enclosure is sealed for weather-resistant operation. E. Gearbox 1. The fan gearbox shall be a NitroSeal™ Drive designed specifically for the Powerfoil X2.0. The gearbox shall include a high-efficiency, hermetically sealed, nitrogen-filled, offset helical gear reducer with two-stage gearing, a 2-1/2” (6.4 cm) hollow output shaft, cast iron housing, double lip seals, high quality SKF Explorer Series bearings with crowned cages for optimal lubrication flow, and precision machined gearing to maintain backlash less than 11 arc-minutes over the life of the unit. Lubrication shall be high-grade, low-foaming synthetic oil with extreme pressure additives and a wide temperature range. 2. The gearbox shall be equipped with a hollow shaft threaded to accept a ¾” NPT fitting in which wiring, piping, etc., can be routed to below the fan. A standard junction box can be affixed to this hollow shaft to allow for installing optional features such as lights or cameras. The inclusion of the hollow shaft shall be specified at the time of order. F. Mounting Post 1. The fan shall be equipped with a mounting post that provides a structural connection between the fan assembly and extension tube. The mounting post shall be formed from A36 steel, contain no critical welds, and be powder coated for corrosion resistance and appearance. G. Mounting System 1. The fan mounting system shall be designed for quick and secure installation on a variety of structural supports. The mounting yoke shall be of welded construction and made from low carbon A36 steel no less than 3/16” (0.5 cm) thick, per ASTM A36, and be powder coated for appearance and resistance to corrosion. 2. All mounting bolts shall be SAE Grade 8 or equivalent. I. Hub 1. The fan hub shall be made of precision cut aluminum for high strength and light weight. The hub shall consist of two (2) aluminum plates, ten (10) aluminum spars and one (1) aluminum spacer fastened with a pin and collar rivet system. 2. The hub shall be secured to the output shaft of the gearbox by means of (10) high strength bolts. The hub shall incorporate five (5) safety retaining clips made of 1/4” (0.6 cm) thick steel that shall restrain the hub/airfoil assembly. J. Safety Cable 1. The fan shall be equipped with a safety cable that provides an additional means of securing the fan assembly to the building structure. The safety cable shall be Ø3/8” (1 cm) diameter and fabricated out of 7 x 19 zinc galvanized steel cable. The end loops shall be secured with swaged Nicopress® sleeves, pre- loaded and tested to 3,200 lbf (13,345 N). 2. Field construction of safety cables is not permitted. K. Wall Control Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 97 of 112 HVAC Fans Section 23 34 00 — 4 1. The fan is equipped with a wall control providing 100% control of all fan functions. The wall control shall be a digital keypad device mounted within a cast zinc cover. The cover shall be capable of mounting to a standard switch box. 2. Equipped with touchpad controls and an LED display for controlling the fan’s direction, operation, speed, and programming. Communication between the fan VFD and wall control is by a standard CAT5 (or higher) Ethernet cable. The wall control comes standard with 150 ft of factory-assembled CAT5 Ethernet cable. 3. Equipped with a simple diagnostic program to identify faults in the system. Provisions shall be made for retrieving fan operation and diagnostic data (fault messages) through the remote wall control. L. Fire Control Panel Integration 1. Includes a 10–30 VDC pilot relay for seamless fire control panel integration. The pilot relay can be wired Normally Open or Normally Closed in the field. M. Guy wires 1. Included for installations with extension tubes 4 ft (1.2 m) or longer to limit the potential for lateral movement. PART 3 EXECUTION 3.1 PREPARATION A. Fan location must have a typical bar joist or existing I-beam structure from which to mount the fan. Additional mounting options may be available. B. Mounting structure must be able to support weight and operational torque of fan. Consult structural engineer if necessary. C. Fan location must be free from obstacles such as lights, cables, or other building components. D. Check fan location for proper electrical requirements. Consult installation guide for appropriate circuit requirements. E. Each fan requires dedicated branch circuit protection. 3.2 INSTALLATION A. Install the fan according to the manufacturer’s Installation Guide, which includes acceptable structural dimensions and proper sizing and placement of angle iron for bar joist applications. Big Ass Fans recommends consulting a structural engineer for installation methods outside the manufacturer’s recommendation and a certification, in the form of a stamped print or letter, submitted prior to installation. B. Minimum Distances 1. Airfoils must be at least 10 ft (3 m) above the floor. 2. 3.2 Installation area must be free of obstructions such as lights, cables, sprinklers or other building structures with the airfoils at least 2 ft (0.61 m) clear of all obstructions. 3. The structure the fan is attached to shall be capable of supporting a torque load of up to 300 ft·lb (407 N·m) of torque C. The fan shall not be located where it will be continuously subjected to wind gusts or in close proximity to the outputs of HVAC systems or radiant heaters. Additional details are in the Big Ass Fans 3.2 Installation Manual. D. In buildings equipped with sprinklers, including ESFR sprinklers, fan installation shall comply with all of the following: 1. The maximum fan diameter shall be 24 ft (7.3 m). 2. The HVLS fan shall be centered approximately between four adjacent sprinklers. 3. The vertical clearance from the HVLS fan to the sprinkler deflector shall be a minimum of 3 ft (0.9 m). 4. All HVLS fans shall be interlocked to shut down immediately upon receiving a waterflow signal from the alarm system in accordance with the requirements of NFPA 72 - National Fire Alarm and Signaling Code. END OF SECTION Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 98 of 112 Project: Ft Collins Senior Center Location: Ft Collins, CO Date: 20‐May‐2015 Submitted by: Kelly Street Architect: Engineer: Integrated Mechanical Contractor: Western Mechanical PX2‐16 Qty 2 Standard Weight 319 lbs Size 16 ft Motor 1.5 HP Motor Controller 208 V/3 ph Recommend Supply Size 15 A Mounting Hardware 7"‐10" Max Output Current 5.0 A Drop Tube 1 ft Max RPM 95 Max Sound Level 55 dBA FEATURES ‐ ETL certified and built to UL 507 and CSA 22.2 ‐ 10 Precision extruded aluminum alloy Powerfoil airfoils ‐ Onboard Variable Speed Drive ‐ Controller: IP45 (3 phase) or NEMA 4/12 (1 phase) Blade to Mount (Hb) 43 in ‐ IP42 motor at 1725 RPM, 230/460 VAC, and 60 Hz Hub to Mount (Hh) 43 in ‐ Nitroseal™ Drive Winglet to Mount (Hw) 39 in ‐ X‐series Digital Wall Keypad (150ft CAT5 cable) Width (W) 192 in ‐ Fire Relay Notes: Appearance Options Additions * Maximum continuous output current may vary due to input voltage conditions. * Sound level measured 20' below and 20' to the side of fan center. All data is subject to change without notice. Data indicated in this document were correct at the time of printing with the exception of clerical and/or printing errors. Warranty Information Airfoils ‐ Lifetime (Parts) Hub ‐ Lifetime (Parts) Motor ‐ 15 years (Parts)† Gearbox ‐ 15 years (Parts)† Controller ‐ 15 years (Parts)† Labor ‐ 1 year All other fan components ‐ 15 years (Parts)† Light Kit ‐ 5 Years (Parts) † 15 year parts warranty only valid with factory installation; 7 year parts without factory installation. "Lifetime" means a period ending seven (7) years after Big Ass Fan Company discontinues manufacturing the product, as such period is defined by Big Ass Fan Company. †† All reasonable costs of repair or replacement will be paid or reimbursed provided customer obtains pre‐approval; see full warranty for details. Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 99 of 112 So durable, you'll retire before it does. Powerfoil®X2.0 is the strongest, most adaptable ceiling fan on earth. Big Ass Fans engineers designed and thoroughly tested the Powerfoil X2.0 to provide the most reliable air movement solution ever built for large spaces. It's so dependable, we back it with an unprecedented 15-year, nonprorated warranty with our factory certified installation in the US and Canada. Features and Benefits • Patented airfoil system is comprised of 10 airfoils, Powerfoil winglets and AirFence® technology that set the world standard for airflow • NitroSeal™ drive gearbox is hermetically sealed for life and nitrogen-filled for zero moisture, contamination and maintenance • Patent-pending hub system features machine-cut precision components for a uniform load distribution that promotes overall longevity and durability • Onboard VFD virtually eliminates RFI and EMI noise • Fully-sealed drive enclosure ensures maximum durability and corrosion resistance and reduces heat buildup for longer life • Wall-mounted keypad provides 100% control of an unlimited number of fans, troubleshooting and parameter adjustment from floor • Functional platform enables users to integrate options such as LED lights and cameras • Available with standard, power-on shutdown fire relay for seamless fire control panel integration • Entire fan is certified to UL 507/CSA, ensuring that your fan meets safety requirements of North America The Powerfoil X2.0 Plus winglets create deeper jets of air, sending airflow over and around floor obstructions. Patent-pending AirFences optimize circulation by redirecting air traveling across the foils. (877) 244-3267 | BIGASSFANS.COM Powerfoil X2.0 12-30-2014 Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 100 of 112 Technical Specifications Model Powerfoil X2.0 Plus Number and type of airfoils 10 patented Powerfoil airfoils and winglets 10 patent-pending AirFences Airfoil finish Mill finish aluminum Winglet (standard color) Powerfoil plus winglets (safety yellow) Fan diameter (A) 12 ft 14 ft 16 ft 18 ft 20 ft 24 ft Fan weight 309 lb (140 kg) 319 lb (145 kg) 329 lb (149 kg) 342 (kg) 155 kg) 395 lb (179 kg) 419 lb (190 kg) Motor 1.5 HP (1.1 kW) 2.0 HP (1.5 kW) Maximum speed 95 RPM 77 RPM 70 RPM 58 RPM 48 RPM Input power and required breaker 200—250 VAC, 50/60 Hz, 1 Φ, 30 A 200—250 VAC, 50/60 Hz, 3 Φ, 20 A 400—480 VAC, 50/60 Hz, 3 Φ, 10 A 575—600 VAC, 50/60 Hz, 3 Φ, 10 A Maximum full load current 8.7A @ 200—250VAC, 1 Φ 5.0A @ 200—250VAC, 3 Φ 2.5A @ 400—480VAC, 3 Φ 1.6A @ 575—600VAC, 3 Φ 10.7A @ 200—250VAC, 1 Φ 6.2A @ 200—250VAC, 3 Φ 3.0A @ 400—480VAC, 3 Φ 2.3A @ 575—600VAC, 3 Φ Minimum airfoil clearances required (B) 2 ft (0.6 m) on sides 6 ft (1.8 m) below ceiling deck 2 ft (0.6 m) on sides 7 ft (2.1 m) below ceiling deck 2 ft (0.6 m) on sides 8 ft (2.4 m) below ceiling deck Standard mount Mount options Controller Onboard controller Gearbox Sound level at maximum speed* Safety features Certifications (entire fan) Warranty** Small I-beam Large I-beam, spanned angle iron, small/large L-bracket, Z-purlins X-series, digital wall keyboard ABS/PVC based enclosure, built-in heatsink NitroSeal™ drive (STÖBER®) < 55 dBA Airfoil retainers, hub clips, safety cables, Grade 8 bolts, fire relay (must be wired during install) ETL/Intertek-certified to ANSI/UL 507 and CSA C22.2 No. 113 in North America, and IEC 60335-1 and IEC 60335-2-80 internationally 7-year, nonprorated warranty * Fans are sound tested at maximum speed in a laboratory environment. Actual results in field conditions may vary due to sound reflecting surfaces and environmental conditions. ** 15-year parts, 1-year labor warranty available in the US and Canada; certain exclusions apply. Warranties vary by country. See complete warranty for details. An ISO 9001:2008 certified company | ©2014 Delta T Corporation dba the Big Ass Solutions. All rights reserved TECHNICAL Powerfoil X2.0 Plus SPECIFICATIONS A B 20 in g:\common\sales\mike\submitta\.doc Western Mechanical Solutions SUSTAINABLE – HEATING - COOLING 70 Broadway, Suite 300, Denver, CO 80203 Phone: 720.210.9210 Fax: 720.210.5481 www.westernmechanicalsolutions.com SUBMITTAL TRANSMITTAL SHEET ENCLOSED ARE: .pdf PRINTS EACH OF THE FOLLOWING DRAWINGS FOR: [] APPROVAL [] Return ONE (1) approved copy [] Fabrication held up fan approval received. [] Fans are released for fabrication and any changes may cause delay in shipment and additional costs. [] The contractor/engineer shall verify fans voltages and phases are correct. Western Mechanical Solutions will not be responsible for incorrect voltage or phase if written correspondence is not received prior to release. [] The contractor/engineer shall verify Fans will fit into the space as submitted. NOTE: Equipment will not be released for fabrication without written release for fabrication and Purchase Order. Please include requested ship date with the written release to fabricate. NOTE: Quoted Lead times for equipment are subject to change and do not include any shipping time. Equipment cannot be released without a purchase order and approved submittals. Western Mechanical Solutions, llc. Shannon Emmel 720.985.1133 TO: City of Fort Collins – Operation Services DATE: June 23, 2015 RE: Fort Collins Senior Center ATTENTION: Brian Hergott YOUR Order #: To Follow WMS CONTRACT #: 15-369 DESCRIPTION CF-3 & 4 – Performance and Dimensions Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 102 of 112 Project: FortCollinsSeniorCenterPool Location: ForƚCollins,CO Date: 15ͲJunͲ2015 Submittedby: RO Architect: RB+BARCHITECTS Engineer: IntegratedMechanical Contractor: WMS PX2Ͳ12 Qty 2 StandardWeight 292lbs Size 12ft Motor 1.0HP MotorController 460V/3ph RecommendSupplySize 10A MountingHardware 7"Ͳ10" MaxOutputCurrent 1.9A DropTube 1ft MaxRPM 106 MaxSoundLevel 55dBA FEATURES ͲETLcertifiedandbuilttoUL507andCSA22.2 Ͳ10PrecisionextrudedaluminumalloyPowerfoilairfoils ͲOnboardVariableSpeedDrive ͲController:IP45(3phase)orNEMA4/12(1phase) BladetoMount(Hb) 43in ͲIP42motorat1725RPM,230/460VAC,and60Hz HubtoMount(Hh) 43in ͲNitroseal™Drive WinglettoMount(Hw) 39in ͲXͲseriesDigitalWallKeypad(150ftCAT5cable) Width(W) 144in ͲFireRelay Notes: BACnetAdapter,Protonode Delta/AllenBrandleyVFDDataKit AppearanceOptions Additions *Maximumcontinuousoutputcurrentmayvaryduetoinputvoltage conditions. *Sound levelmeasured20'belowand20'tothesideoffancenter. Alldataissubjecttochangewithoutnotice.Dataindicatedinthisdocument werecorrectatthetimeofprintingwiththeexceptionofclericaland/or printingerrors. WarrantyInformation Airfoils Ͳ Lifetime(Parts) Hub Ͳ Lifetime(Parts) Motor Ͳ 15years(Parts)† Gearbox Ͳ 15years(Parts)† Controller Ͳ 15years(Parts)† LaborͲ 1year AllotherfancomponentsͲ 15years(Parts)† LightKitͲ 5Years(Parts) † 15yearpartswarrantyonlyvalidwithfactoryinstallation;7yearpartswithoutfactory installation."Lifetime" meansaperiodendingseven(7)yearsafterBigAssFanCompany discontinuesmanufacturingtheproduct,assuchperiodisdefinedbyBigAssFan Company. †† Allreasonablecostsofrepairorreplacementwillbepaidorreimbursedprovided customerobtainspreͲapproval;seefullwarrantyfordetails. Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 103 of 112 So durable, you'll retire before it does. Powerfoil®X2.0 is the strongest, most adaptable ceiling fan on earth. Big Ass Fans engineers designed and thoroughly tested the Powerfoil X2.0 to provide the most reliable air movement solution ever built for large spaces. It's so dependable, we back it with an unprecedented 15-year, nonprorated warranty with our factory certiﬁed installation in the US and Canada. Features and Beneﬁts • Patented airfoil system is comprised of 10 airfoils, Powerfoil winglets and AirFence® technology that set the world standard for airﬂow • NitroSeal™ drive gearbox is hermetically sealed for life and nitrogen-ﬁlled for zero moisture, contamination and maintenance • Patent-pending hub system features machine-cut precision components for a uniform load distribution that promotes overall longevity and durability • Onboard VFD virtually eliminates RFI and EMI noise • Fully-sealed drive enclosure ensures maximum durability and corrosion resistance and reduces heat buildup for longer life • Wall-mounted keypad provides 100% control of an unlimited number of fans, troubleshooting and parameter adjustment from ﬂoor • Functional platform enables users to integrate options such as LED lights and cameras • Available with standard, power-on shutdown ﬁre relay for seamless ﬁre control panel integration • Entire fan is certiﬁed to UL 507/CSA, ensuring that your fan meets safety requirements of North America The Powerfoil X2.0 Plus winglets create deeper jets of air, sending airﬂow over and around ﬂoor obstructions. Patent-pending AirFences optimize circulation by redirecting air traveling across the foils. (877) 244-3267 | BIGASSFANS.COM Powerfoil X2.0 12-30-2014 Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 104 of 112 Technical Speciﬁcations Model Powerfoil X2.0 Number and type of airfoils 10 patented Powerfoil airfoils and winglets 10 patent-pending AirFences Airfoil ﬁnish Mill ﬁnish aluminum Winglet (standard color) Powerfoil winglet (safety yellow) Fan diameter (A) 8 ft 10 ft 12 ft 14 ft 16 ft 18 ft 20 ft 24 ft Fan weight 269 lb (122 kg) 281 lb (127 kg) 292 lb (132 kg) 309 lb (140 kg) 319 lb (145 kg) 332 lb (151 kg) 385 lb (175 kg) 408 lb (185 kg) Motor 1.0 HP (0.75 kW) 1.5 HP (1.1 kW) 2.0 HP (1.5 kW) Maximum speed 113 RPM 106 RPM 95 RPM 77 RPM 70 RPM 55 RPM Input power and required breaker 200—250 VAC, 50/60 Hz, 1 Φ, 20 A 200—250 VAC, 50/60 Hz, 3 Φ, 10 A 400—480 VAC, 50/60 Hz, 3 Φ, 10 A 575—600 VAC, 50/60 Hz, 3 Φ, 10 A 200—250 VAC, 50/60 Hz, 1 Φ, 30 A 200—250 VAC, 50/60 Hz, 3 Φ, 20 A 400—480 VAC, 50/60 Hz, 3 Φ, 10 A 575—600 VAC, 50/60 Hz, 3 Φ, 10 A Maximum full load current 4.4A @ 200—250VAC, 1 Φ 3.2A @ 200—250VAC, 3 Φ 1.5A @ 400—480VAC, 3 Φ 1.3A @ 575—600VAC, 3 Φ 8.7A @ 200—250VAC, 1φ 5.0A @ 200—250VAC, 3φ 2.5A @ 400—480VAC, 3φ 1.6A @ 575—600VAC, 3φ 10.7A @ 200—250VAC, 1 Φ 6.2A @ 200—250VAC, 3 Φ 3.0A @ 400—480VAC, 3 Φ 2.3A @ 575—600VAC, 3 Φ Minimum airfoil clearances required (B) 2 ft (0.6 m) on sides 4 ft (1.2 m) below ceiling deck 2 ft (0.6 m) on sides 5 ft (1.5 m) below ceiling deck 2 ft (0.6 m) on sides 6 ft (1.8 m) below ceiling deck Powerfoil® X2.0 HVAC Fans Section 23 34 00 — 1 SECTION 23 34 00 HVAC Fans PART 1 GENERAL 1.1 SUMMARY A. Section Includes 1. The ceiling-mounted, circulation fan is the model scheduled with the capacities indicated. The fan shall be furnished with standard mounting hardware and variable speed control to provide cooling and destratification. B. Summary of Work 1. Installation of the fan, miscellaneous or structural metal work (if required), field electrical wiring, cable, conduit, fuses and disconnect switches, other than those addressed in the installation scope of work, shall be provided by others. Factory installation services are available through Big Ass Fans. Consult the appropriate installation scope of work for information on the available factory installation options, overview of customer and installer responsibilities, and details on installation site requirements. 1.2 RELATED SECTIONS A. 21 00 00 Fire Suppression B. 23 00 00 Heating, Ventilating, and Air Conditioning (HVAC) C. 26 00 00 Electrical 1.3 REFERENCES A. National Fire Protection Agency (NFPA) B. Underwriters Laboratory (UL) C. Restriction of Hazardous Substances (ROHS) D. International Organization for Standardization (ISO) E. National Electrical Manufacturers Association (NEMA) 1.4 SUBMITTALS A. Shop Drawings: Drawings detailing product dimensions, weight, and attachment methods. B. Part 2 Product Data: Specification sheets on the ceiling-mounted fan, specifying electrical and installation requirements, features and benefits, and controller information. C. Revit Files: File provided for architectural design D. Installation Guide: The manufacturer shall furnish a copy of all operating and maintenance instructions for the fan. All data is subject to change without notice. E. Schedule 1.5 QUALITY ASSURANCE A. Certifications 1. The fan assembly, as a system, shall be ETL-certified and built pursuant to the guidelines set forth by UL standard 507 and CSA standard 22.2 No. 113-08. 2. The fan shall be compliant with NFPA 13—Standard for the Installation of Sprinkler Systems, NFPA 72— National Fire Alarm and Signaling Code, and NFPA 70-2011—National Electric Code (NEC). 3. Controllers shall comply with National Electrical Code (NEC) and Underwriters Laboratory (UL) standards and shall be labeled where required by code. B. Manufacturer Qualifications 1. The fan and any accessories shall be supplied by Big Ass Fan Company that has a minimum of ten (10) years of product experience. 2. ISO 9001:2008-certified Big Ass Fans Powerfoil®X2.0 Specification Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 106 of 112 Powerfoil® X2.0 HVAC Fans Section 23 34 00 — 2 1.6 DELIVERY, STORAGE, AND HANDLING A. Deliver product in original, undamaged packaging with identification labels intact. The fan shall be new, free from defects, and factory tested. B. The fan and its components must be stored in a safe, dry location until installation. 1.7 WARRANTY A. The manufacturer shall replace any products or components defective in material or workmanship for the customer free of charge (including transportation charges within the USA, FOB Lexington, KY), pursuant to the complete terms and conditions of the Big Ass Fans Non-Prorated Warranty in accordance to the following schedule: Airfoils Lifetime (Parts) Hub Lifetime (Parts) Motor 15 years (Parts)† Gearbox 15 years (Parts)† Light Kit 5 Years (Parts) Controller 15 years (Parts)† All other fan components 15 years (Parts)† Labor 1 year † 15-year parts warranty only valid with factory installation; 7-year parts without factory installation. “Lifetime” means a period ending seven (7) years after Big Ass Fans discontinues manufacturing the product, as such period is defined by Big Ass Fan Company. †† All reasonable costs of repair or replacement will be paid or reimbursed provided customer obtains pre-approval; full warranty contains details. PART 2 PRODUCT 2.1 MANUFACTURER A. Delta T Corporation, dba Big Ass Fans, PO Box 11307, Lexington, Kentucky 40575. Phone (877) 244-3267. Fax (859) 233-0139. Website: www.bigassfans.com. 2.2 HIGH VOLUME, LOW SPEED FANS – BIG ASS FANS POWERFOIL®X2.0 A. Complete Unit 1. Regulatory Requirements: The entire fan assembly (without light kit) shall be ETL-certified and built pursuant to the construction guidelines set forth by UL standard 507 and CSA standard 22.2. 2. Sustainability Characteristics: The fan shall be designed to move an effective amount of air for cooling and destratification in a variety of applications (including industrial and agricultural) over an extended life. The fan components shall be designed specifically for high volume, low speed fans to ensure lower operational noise. Sound levels from the fan operating at maximum speed measured in a laboratory setting shall not exceed 55 dBA. Actual results of sound measurements in the field may vary due to sound reflective surfaces and environmental conditions. 3. Color: Custom colors can be selected by the architect or owner. 4. Good workmanship shall be evident in all aspects of construction. Field balancing of the airfoils shall not be necessary. B. Onboard Fan Control 1. The onboard fan controller shall be constructed using a variable frequency drive (VFD) that is pre-wired to the motor and factory-programmed to minimize the starting and braking torques for smooth and efficient operation. The onboard controller shall be prewired to the motor using a short run of flexible conduit with a dedicated ground conductor to minimize electromagnetic interference (EMI) and radio frequency interference (RFI). A 15-ft incoming power cord shall be pre-wired to the controller with one of the following plugs: NEMA L6-20P Twist-Lock Plug, NEMA L6-30P Twist-Lock Plug, NEMA L15-20P Twist Lock Plug, NEMA L16-20P Twist-Lock Plug. 2. As an option, the architect or owner may upgrade to the “harsh environment package,” which includes a seal for the weather-resistant onboard VFD enclosure and a motor with IP55 NEMA classification. C. Airfoil System 1. The fan shall be equipped with ten (10) Powerfoil airfoils of precision extruded aluminum alloy. The airfoils shall be connected by means of two (2) high strength locking bolts per airfoil. The airfoils shall be connected Big Ass Fans Powerfoil®X2.0 Specification Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 107 of 112 Powerfoil® X2.0 HVAC Fans Section 23 34 00 — 3 to the hub and interlocked with zinc plated steel retainers. As an option, airfoils may have a variety of finish treatments, e.g., powder coat or wet paint, as specified by the architect or owner. 2. The fan shall be equipped with ten (10) Powerfoil winglets on the ends of the airfoils and ten (10) AirFences™ positioned on the airfoils at the optimum location for performance. Both the winglet and AirFence shall be molded of polypropylene. The standard color of the winglet and AirFence shall be “Safety Yellow.” D. Motor 1. The fan motor shall be an AC induction type inverter rated at one of the following: a. 1725 RPM, 200–250/400–480 VAC, 50/60 Hz, three-phase b. 1725 RPM, 575–600 VAC, 50/60 Hz, three-phase 2. The motor shall be totally enclosed, fan cooled (TEFC) with an IP42 NEMA classification. A NEMA 56C standard frame shall be provided for ease of service. The motor shall be manufactured with a double baked Class F insulation and be capable of continuous operation in -30oF to 122oF (-34oC to 50oC) ambient conditions. 3. As an option, the architect or owner may upgrade to the “harsh environment package,” which includes a motor with an IP55 NEMA classification. As part of the “harsh environment package,” the onboard VFD enclosure is sealed for weather-resistant operation. E. Gearbox 1. The fan gearbox shall be a NitroSeal™ Drive designed specifically for the Powerfoil X2.0. The gearbox shall include a high-efficiency, hermetically sealed, nitrogen-filled, offset helical gear reducer with two-stage gearing, a 2-1/2” (6.4 cm) hollow output shaft, cast iron housing, double lip seals, high quality SKF Explorer Series bearings with crowned cages for optimal lubrication flow, and precision machined gearing to maintain backlash less than 11 arc-minutes over the life of the unit. Lubrication shall be high-grade, low-foaming synthetic oil with extreme pressure additives and a wide temperature range. 2. The gearbox shall be equipped with a hollow shaft threaded to accept a ¾” NPT fitting in which wiring, piping, etc., can be routed to below the fan. A standard junction box can be affixed to this hollow shaft to allow for installing optional features such as lights or cameras. The inclusion of the hollow shaft shall be specified at the time of order. F. Mounting Post 1. The fan shall be equipped with a mounting post that provides a structural connection between the fan assembly and extension tube. The mounting post shall be formed from A36 steel, contain no critical welds, and be powder coated for corrosion resistance and appearance. G. Mounting System 1. The fan mounting system shall be designed for quick and secure installation on a variety of structural supports. The mounting yoke shall be of welded construction and made from low carbon A36 steel no less than 3/16” (0.5 cm) thick, per ASTM A36, and be powder coated for appearance and resistance to corrosion. 2. All mounting bolts shall be SAE Grade 8 or equivalent. I. Hub 1. The fan hub shall be made of precision cut aluminum for high strength and light weight. The hub shall consist of two (2) aluminum plates, ten (10) aluminum spars and one (1) aluminum spacer fastened with a pin and collar rivet system. 2. The hub shall be secured to the output shaft of the gearbox by means of (10) high strength bolts. The hub shall incorporate five (5) safety retaining clips made of 1/4” (0.6 cm) thick steel that shall restrain the hub/airfoil assembly. J. Safety Cable 1. The fan shall be equipped with a safety cable that provides an additional means of securing the fan assembly to the building structure. The safety cable shall be Ø3/8” (1 cm) diameter and fabricated out of 7 x 19 zinc galvanized steel cable. The end loops shall be secured with swaged Nicopress® sleeves, pre- loaded and tested to 3,200 lbf (13,345 N). 2. Field construction of safety cables is not permitted. K. Wall Control Big Ass Fans Powerfoil®X2.0 Specification Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 108 of 112 Powerfoil® X2.0 HVAC Fans Section 23 34 00 — 4 1. The fan is equipped with a wall control providing 100% control of all fan functions. The wall control shall be a digital keypad device mounted within a cast zinc cover. The cover shall be capable of mounting to a standard switch box. 2. Equipped with touchpad controls and an LED display for controlling the fan’s direction, operation, speed, and programming. Communication between the fan VFD and wall control is by a standard CAT5 (or higher) Ethernet cable. The wall control comes standard with 150 ft of factory-assembled CAT5 Ethernet cable. 3. Equipped with a simple diagnostic program to identify faults in the system. Provisions shall be made for retrieving fan operation and diagnostic data (fault messages) through the remote wall control. L. Fire Control Panel Integration 1. Includes a 10–30 VDC pilot relay for seamless fire control panel integration. The pilot relay can be wired Normally Open or Normally Closed in the field. M. Guy wires 1. Included for installations with extension tubes 4 ft (1.2 m) or longer to limit the potential for lateral movement. PART 3 EXECUTION 3.1 PREPARATION A. Fan location must have a typical bar joist or existing I-beam structure from which to mount the fan. Additional mounting options may be available. B. Mounting structure must be able to support weight and operational torque of fan. Consult structural engineer if necessary. C. Fan location must be free from obstacles such as lights, cables, or other building components. D. Check fan location for proper electrical requirements. Consult installation guide for appropriate circuit requirements. E. Each fan requires dedicated branch circuit protection. 3.2 INSTALLATION A. Install the fan according to the manufacturer’s Installation Guide, which includes acceptable structural dimensions and proper sizing and placement of angle iron for bar joist applications. Big Ass Fans recommends consulting a structural engineer for installation methods outside the manufacturer’s recommendation and a certification, in the form of a stamped print or letter, submitted prior to installation. B. Minimum Distances 1. Airfoils must be at least 10 ft (3 m) above the floor. 2. 3.2 Installation area must be free of obstructions such as lights, cables, sprinklers or other building structures with the airfoils at least 2 ft (0.61 m) clear of all obstructions. 3. The structure the fan is attached to shall be capable of supporting ĂƚŽƌƋƵĞůŽĂĚŽĨƵƉƚŽϯϬϬĨƚʞůď;ϰϬϳEʞŵͿ of torque C. The fan shall not be located where it will be continuously subjected to wind gusts or in close proximity to the outputs of HVAC systems or radiant heaters. Additional details are in the Big Ass Fans 3.2 Installation Manual. D. In buildings equipped with sprinklers, including ESFR sprinklers, fan installation shall comply with all of the following: 1. The maximum fan diameter shall be 24 ft (7.3 m). 2. The HVLS fan shall be centered approximately between four adjacent sprinklers. 3. The vertical clearance from the HVLS fan to the sprinkler deflector shall be a minimum of 3 ft (0.9 m). 4. All HVLS fans shall be interlocked to shut down immediately upon receiving a waterflow signal from the alarm system in accordance with the requirements of NFPA 72 - National Fire Alarm and Signaling Code. END OF SECTION Big Ass Fans Powerfoil®X2.0 Specification Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 109 of 112 FAN DISTANCE GUIDELINES ©2014 Delta T Corp. All rights reserved. BAS-MISC-21-ENG-01_B Nov. 2014 Big Ass Fans ■ An ISO 9001:2008 certified company 2348 Innovation Drive, Lexington, KY 40511 877-BIG-FANS (877-244-3267) www.bigasssolutions.com Unit 4, 5 McPhall Road, Coomera, QLD 4209 (07) 550 0690 www.bigassfans.com.au 1 If hanging multiple fans, ensure to install the exact EPM included in each fan’s packaging. EPMs are not interchangeable! ؍ATTENTION: This document is intended only for reference. The fan and fan accessories must be installed according to the instructions provided in the installation guide. All safety guidelines must be followed. In addition to the specific requirements outlined in this document, adhere to the following general guidelines when installing a Big Ass Fan. If a fan application does not meet these requirements, contact Applications to discuss alternative installations or other fan options. • Space the fans at a center-to-center distance that is at least 2.5x the fan diameter. • The fan installation area must be free of obstructions such as lights, cables, sprinklers, or other building structure components. • The minimum clearance from obstructions should be no less than 2 ft (0.6 m) in all directions. Ceiling clearance requires specific consideration based on model and size of fan. See the tables below minimum clearances requirements. • The fan must be installed so that the airfoils are at least 10 ft (3 m) above the finished floor (unless otherwise noted below). • The fan must be installed so that it is plumb to the ground (unless column-mounted). Industrial and Commercial Fan Ceiling Clearance Specifications The distance should be measured vertically from the top of the winglet to the ceiling deck or major obstructions to airflow. Fans not listed in the table below should maintain the general guidelines listed above requirements. Fan Powerfoil® X2.0, Powerfoil®8, Basic6TM Powerfoil® X2.0Plus, Powerfoil®8Plus ShopFan Element® EssenceTM Isis® Fan Diameter 24 ft (7.3 m) 7 ft (2.1 m) 8 ft (2.4 m) ———— 20 ft (6.1 m) 7 ft (2.1 m) 8 ft (2.4 m) — 5 ft (1.5 m) — — 18 ft (5.5 m) 6 ft (1.8 m) 7 ft (2.1 m) — 4 ft (1.2 m) — — 16 ft (4.9 m) 6 ft (1.8 m) 7 ft (2.1 m) — 3 ft (0.9 m) — — 14 ft (4.3 m) 5 ft (1.5 m) 6 ft (1.8 m) 5 ft (1.5 m) 3 ft (0.9 m) 2 ft (0.6 m) — 12 ft (3.7 m) 5 ft (1.5 m) 6 ft (1.8 m) — 3 ft (0.9 m) 2 ft (0.6 m) 2 ft (0.6 m) 10 ft (3.1 m) 4 ft (1.2 m) 5 ft (1.5 m) — — 2 ft (0.6 m) 2 ft (0.6 m) 8 ft (2.5 m) 4 ft (1.2 m) — — — 2 ft (0.6 m) 2 ft (0.6 m) 6 ft (1.8 m) — ————— Haiku® Clearance Specifications Minimum clearance from ceiling Minimum clearance from obstructions Minimum distance from floor Model Haiku®84 12 in. (30.5 cm) 2 ft (0.6 m) 8 ft (2.4 m) Haiku®60 12 in. (30.5 cm) 2 ft (0.6 m) 7 ft (2.1 m) Haiku®52 12 in. (30.5 cm) 2 ft (0.6 m) 7 ft (2.1 m) If the fan installation does not meet the guidelines listed below, contact Applications Engineering to determine the most appropriate mounting option. Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 110 of 112 FAN DISTANCE GUIDELINES (CONT.) Big Ass Fans ■ An ISO 9001:2008 certiﬁed company 2348 Innovation Drive, Lexington, KY 40511 877-BIG-FANS (877-244-3267) www.bigasssolutions.com Unit 4, 5 McPhall Road, Coomera, QLD 4209 (07) 550 0690 www.bigassfans.com.au ©2014 Delta T Corp. All rights reserved. BAS-MISC-21-ENG-01_B Nov. 2014 2 Pivot™ Clearance Specifications Consult the table below for minimum clearances from the fan cage to obstructions. For column/wall mounted fan applications not described here, consult Applications Engineering prior to installation. • Minimum Clearance from Wall or Ceiling (unless mounted to a column): ≥4 ft (≥1.2 m) • Minimum Clearance from Obstructions: ≥2 ft (≥0.6 m) • Minimum Clearance from Finished Floor: ≥11 ft (≥3.3 m) • Minimum Clearance from Obstructions when Mounted in Corner (Pivot 180 only): ≥12 ft (≥3.6 m) • Minimum Clearance of Column from Wall: ≥4 in. (≥10 cm) ≥11 ft (≥3.35 m) ≥14 ft (≥4.27 m) ≥4 in. (≥10 cm) ≥4 ft (≥1.2 m) ≥4 ft (≥1.2 m) ≥2 ft (≥0.6 m) Column ≥2 ft (≥0.6 m) Wall ≥11 ft (≥3.35 m) ≥2 ft (≥0.6 m) ≥2 ft (≥0.6 m) OBSTRUCTION Yoke Mounted Pivot Column Mounted Pivot & Pivot 180 OBSTRUCTION Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 111 of 112 FAN DISTANCE GUIDELINES ©2014 Delta T Corp. All rights reserved. BAS-MISC-21-ENG-01_B Nov. 2014 Big Ass Fans ■ An ISO 9001:2008 certiﬁed company 2348 Innovation Drive, Lexington, KY 40511 877-BIG-FANS (877-244-3267) www.bigasssolutions.com Unit 4, 5 McPhall Road, Coomera, QLD 4209 (07) 550 0690 www.bigassfans.com.au 3 National Fire Protection Association Compliance In order to comply with the National Fire Protection Association (NFPA) guidelines for sprinkler systems (NFPA 13), all HVLS ceiling- mounted Big Ass Fans that are installed in the United States must incorporate a means of automatic shutdown upon detection of water ﬂow in the sprinkler system. Big Ass Fans installed in buildings in the United States that are equipped with sprinkler systems, including Early Suppression Fast Response (ESFR) sprinklers, must comply with the following guidelines to adhere to the NFPA 13 standard: • Each fan must be approximately centered between four (4) adjacent sprinklers. • The vertical distance from the fan to the sprinkler deﬂector must be a minimum of 3 ft (91 cm). • All fans must be interlocked to shut down immediately upon receiving a water ﬂow signal from the alarm system. Each fan subject to this standard is shipped with an ESFR interface to accommodate the requirements. Infrared and Radiant Heater Clearance Specifications If mounting a Big Ass Fan in the vicinity of an infrared or radiant heater, Big Ass Fans recommends that the fan be mounted according to the following guidelines: • The fan should be mounted outside of the clearances recommended by the manufacturer of the heater and at a height equal to or above the shielding on the heating element. • The controller must be mounted on the opposite side of the heater. • If mounting the fan below the heater shielding, all fan elements must be located outside of the clearances recommended by the manufacturer of the heater and the controller must be remotely mounted. • The installation manual for the speciﬁc model of heater will typically provide the minimum clearances to combustibles. Heating, Ventilating, and Air Conditioning Equipment Clearance Specifications To ensure HVAC equipment does not decrease fan performance and product life or cause a potentially unsafe situation, it is important to install the fan according to the following guidelines. Fans located at or above HVAC discharge or intake When the fan is located above the discharge or intake of HVAC equipment the minimum distance between the fan and the HVAC equipment must be at least one times the fan’s diameter. HVAC equipment includes exhaust fans, air conditioning systems, heating systems, etc. Refer to the illustration. Fans located below HVAC discharge or intake When the fan is located below the discharge or intake of HVAC equipment the minimum distance between the fan and the HVAC equipment must be at least two times the fan’s diameter. HVAC equipment includes exhaust fans, air conditioning systems, heating systems, etc. Refer to the illustration. The fan is located below the HVAC discharge or intake. The fan is located at or above the HVAC discharge or intake. ≥2x fan’s diameter (48 ft) 24-ft diameter 24-ft diameter ≥1x fan’s diameter (24 ft) HVAC Diffuser HVAC Diffuser Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 112 of 112 Addendum 1 – 8136 Senior Center HVAC Renovation Phase I Page 1 of 1 ADDENDUM NO. 1 SPECIFICATIONS AND CONTRACT DOCUMENTS Description of BID 8136: Senior Center HVAC Renovation Phase I OPENING DATE: 3:00 PM (Our Clock) July 8, 2015 To all prospective bidders under the specifications and contract documents described above, the following changes/additions are hereby made and detailed as follows: A second prebid meeting will be held at 2:00 PM on July 1, 2015 at the Senior Center, 1200 Raintree Drive, Fort Collins. Please contact John Stephen, CPPO, LEED AP, Senior Buyer at (970) 221-6777 with any questions regarding this addendum. RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN RECEIVED. Financial Services Purchasing Division 215 N. Mason St. 2nd Floor PO Box 580 Fort Collins, CO 80522 970.221.6775 970.221.6707 fcgov.com/purchasing CONTRACT DOCUMENTS TABLE OF CONTENTS Section Pages BID INFORMATION 00020 Notice Inviting Bids 00020-1 - 00020-2 00100 Instruction to Bidders 00100-1 - 00100-9 00300 Bid Form 00300-1 - 00300-3 00400 Supplements to Bid Forms 00400-1 00410 Bid Bond 00410-1 - 00410-2 00420 Statements of Bidders Qualifications 00420-1 - 00420-3 00430 Schedule of Major Subcontractors 00430-1 CONTRACT DOCUMENTS 00500 Agreement Forms 00500-1 00510 Notice of Award 00510-0 00520 Agreement 00520-1 - 00520-6 00530 Notice to Proceed 00530-1 00600 Bonds and Certificates 00600-1 00630 Certificate of Insurance 00630-1 00635 Certificate of Substantial Completion 00635-1 00640 Certificate of Final Acceptance 00640-1 00650 Lien Waiver Release (Contractor) 00650-1 - 00650-2 00660 Consent of Surety 00660-1 00670 Application for Exemption Certificate 00670-1 - 00670-2 CONDITIONS OF THE CONTRACT 00700 General Conditions 00700-1 - 00700-34 Exhibit GC-A GC-A1 - GC-A2 00800 Supplementary Conditions 00800-1 - 00800-2 00900 Addenda, Modifications, and Payment 00900-1 00950 Contract Change Order 00950-1 - 00950-2 00960 Application for Payment 00960-1 - 00960-4 SPECIFICATIONS SECTION 00020 INVITATION TO BID SECTION 00020 INVITATION TO BID Date: June 19, 2015 Sealed Bids will be received by the City of Fort Collins (hereinafter referred to as OWNER), at the office of the Purchasing Division, 3:00 P.M., our clock, on July 8, 2015, for the Senior Center HVAC Renovation Phase I; BID NO. 8136. If delivered, they are to be delivered to 215 North Mason Street, 2nd Floor, Fort Collins, Colorado, 80524. If mailed, the mailing address is P. O. Box 580, Fort Collins, CO 80522-0580. At said place and time, and promptly thereafter, all Bids that have been duly received will be publicly opened and read aloud. The Contract Documents provide for the construction of Bid 8136. The Work consists of the removal and replacement of the rooftop HVAC unit serving the pool, and the installation of large ceiling fans at the pool and gymnasium. The work will need to be completed with two phases. Phase A, The facility will be shut down from August 1-10th and during this period all interior work will be completed to include new Annex unit supports, ductwork, new walls, fan installation, etc. Phase B will include installation of the new pool unit. The new Annex unit will not arrive until October and the pool closure will be coordinated for one or two days for the installation. Ceiling fans and Annex units are supplied by owner and contractor installed. All Bids must be in accordance with the Contract Documents on file with the City of Fort Collins, 215 North Mason St., 2nd floor, Fort Collins, Colorado 80524. The City encourages all disadvantaged business enterprises to submit bid in response to all invitations and will not be discriminated against on the grounds of race, color, national origin. A prebid conference and job walk with representatives of prospective Bidders will be held at 10:00 AM, on June 29, 2015, at the Fort Collins Senior Center, 1200 Raintree Drive, Fort Collins. Prospective Bidders are invited to present their questions relative to this Bid proposal at this meeting. All questions must be submitted in writing via email to Brian Hergott at bhergott@fcgov.com , with a copy to John Stephen, at jstgephen@fcgov.com, no later than 5:00 PM our clock on July 1, 2015. Questions received after this deadline will not be answered. The Contract Documents and Construction Drawings may be examined online at:  Rocky Mountain E-Purchasing System: www.rockymountainbidsystem.com Bids will be received as set forth in the Bidding Documents. The Work is expected to be commenced within the time as required by Section 2.3 of General Conditions. Substantial Completion of the Work is required as specified in the Agreement. The successful Bidder will be required to furnish a Performance Bond and a Payment Bond guaranteeing faithful performance and the payment of all bills and obligations arising from the performance of the Contract. No Bid may be withdrawn within a period of forty-five (45) days after the date fixed for opening Bids. The OWNER reserves the right to reject any and all Bids, and to waive any informalities and irregularities therein. Bid security in the amount of not less than 5% of the total Bid must accompany each Bid in the form specified in the Instructions to Bidders. Sales Prohibited/Conflict of Interest: No officer, employee, or member of City Council, shall have a financial interest in the sale to the City of any real or personal property, equipment, material, supplies or services where such officer or employee exercises directly or indirectly any decision- making authority concerning such sale or any supervisory authority over the services to be rendered. This rule also applies to subcontracts with the City. Soliciting or accepting any gift, gratuity favor, entertainment, kickback or any items of monetary value from any person who has or is seeking to do business with the City of Fort Collins is prohibited. City of Fort Collins Gerry Paul Purchasing Director SECTION 00100 INSTRUCTIONS TO BIDDERS SECTION 00100 INSTRUCTIONS TO BIDDERS 1.0 DEFINED TERMS Terms used in these Instructions to Bidders which are defined in the Standard General Conditions of the Construction Contract (No. 1910-8, 1990 ed.) have the meanings assigned to them in the General Conditions. The term "Bidder" means one who submits a Bid to OWNER, as distinct from a sub-bidder, who submits a Bid to Bidder. The terms "Successful Bidder" means the lowest, qualified, responsible and responsive Bidder to whom OWNER (on basis of OWNER's evaluation as hereinafter provided) makes an award. The term "Bidding Documents" includes the Advertisement or Invitation to Bid, Instructions to Bidders, the Bid Form, and the proposed Contract Documents (including all Addenda issued prior to receipt of Bids). 2.0 COPIES OF BIDDING DOCUMENTS 2.1. Complete sets of Bidding Documents may be obtained as stated in the Invitation to Bid. No partial sets will be issued. The Bidding Documents may be examined at the locations identified in the Invitation to Bid. 2.2. Complete sets of Bidding Documents shall be used in preparing Bids; neither OWNER nor Engineer assumes any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. 2.3. The submitted Bid proposal shall include Sections 00300, 00410, 00420, and 00430 fully executed. 2.4. OWNER and Engineer, in making copies of Bidding Documents available on the above terms, do so only for the purpose of obtaining Bids on the Work and do not confer a license or grant for any other use. 3.0 QUALIFICATION OF BIDDERS 3.1 To demonstrate qualifications to perform the Work, each Bidder must submit at the time of the Bid opening, a written statement of qualifications including financial data, a summary of previous experience, previous commitments and evidence of authority to conduct business in the jurisdiction where the Project is located. Each Bid must contain evidence of Bidder's qualification to do business in the state where the Project is located or covenant to obtain such qualification prior to award of the contract. The Statement of Qualifications shall be prepared on the form provided in Section 00420. 3.2. In accordance with Section 8-160 of the Code of the City of Fort Collins in determining whether a bidder is responsible, the following shall be considered: (1) The ability, capacity and skill of the bidder to perform the contract or provide the services required, (2) whether the bidder can perform the contract or provide the service promptly and within the time specified without delay or interference, (3) the character, integrity, reputation, judgment, experience and efficiency of the bidder, (4) the quality of the bidder's performance of previous contracts or services, (5) the previous and existing compliance by the bidder with laws and ordinances relating to the contract or service, (6) the sufficiency of the financial resources and ability of the bidder to perform the contract or provide the service, (7) the quality, availability and adaptability of the materials and services to the particular use required, (8) the ability of the bidder to provide future maintenance and service for the use of the subject of the contract, and (9) any other circumstances which will affect the bidder's performance of the contract. 3.3. Each Bidder may be required to show that he has handled former Work so that no just claims are pending against such Work. No Bid will be accepted from a Bidder who is engaged on any other Work which would impair his ability to perform or finance this Work. 3.4 No Bidder shall be in default on the performance of any other contract with the City or in the payment of any taxes, licenses or other monies due to the City. 4.0 EXAMINATION OF CONTRACT DOCUMENTS AND SITE 4.1. It is the responsibility of each Bidder, before submitting a Bid, to (a) examine the Contract Documents thoroughly, (b) visit the site to familiarize himself with local conditions that may in any manner affect cost, progress or performance of the Work, (c) familiarize himself with federal, state and local laws, ordinances, rules and regulations that may in any manner affect cost, progress or performance of the Work, (d) study and carefully correlate Bidder's observations with the Contract Documents, and (e) notify Engineer of all conflicts, errors or discrepancies in the Contract Documents. 4.2. Reference is made to the Supplementary Conditions for identification of: Subsurface and Physical Conditions SC-4.2. 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement of this Article 4, that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents and such means, methods, techniques, sequences or procedures of construction as may be indicated in or required by the Contract Documents, and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. 5.0 INTERPRETATIONS AND ADDENDA. 5.1. All questions about the meaning or intent of the Bidding Documents are to be submitted in writing to the Engineer and the OWNER. Interpretation or clarifications considered necessary in response to such questions will be issued only by Addenda. Questions received less than seven days prior to the date for opening of the Bids may not be answered. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 5.2. All questions concerning the scope of this project should be directed to the Engineer. Questions regarding submittal of bids should be directed to the City of Fort Collins' Purchasing Division. 5.3. Addenda may also be issued to modify the Bidding Documents as deemed advisable by OWNER or Engineer. 5.4. Addenda will be mailed or delivered to all parties recorded by the OWNER as having received the Bidding documents. 6.0 BID SECURITY 6.1. Each Bid must be accompanied by Bid Security made payable to OWNER in the amount stated in the Invitation to Bid. The required security must be in the form of a certified or bank cashier's check payable to OWNER or a Bid Bond on the form enclosed herewith. The Bid Bond must be executed by a surety meeting the requirements of the General Conditions for surety bonds. 6.2. The Bid Security of the successful Bidder will be retained until such Bidder has executed the Agreement and furnished the required contract security, whereupon Bid Security will be returned. If the successful Bidder fails to execute and deliver the Agreement and furnish the required contract security within 15 days of the Notice of Award, OWNER may annul the Notice of Award and the Bid Security of that Bidder will be forfeited. The Bid Security of other Bidders whom OWNER believes to have reasonable chance receiving the award may be retained by OWNER until the earlier of the seventh day after the effective date of the Agreement or the thirty-first day after the Bid Opening, whereupon Bid Security furnished by such Bidders will be returned. Bid Security with Bids which are not competitive will be returned within seven days after the Bid opening. 7.0 CONTRACT TIME. The number of days within which, or the date by which the Work is to be substantially complete and also completed and ready for Final Payment (the Contract Times) are set forth in the Agreement. 8.0 LIQUIDATED DAMAGES. Provisions for liquidated damages are set forth in the Agreement. 9.0 SUBSTITUTE ("OR EQUAL") MATERIAL AND EQUIPMENT The Contract, if awarded, will be on the basis of material and equipment described on the Drawings or specified in the Specifications without consideration of possible substitute or "or equal" items. Whenever it is indicated on the Drawings or specified in the Specifications that a substitute or "or equal" item of material or equipment may be furnished or used by CONTRACTOR if acceptable to Engineer, application for such acceptance will not be considered by Engineer until after the "effective date of the Agreement". The procedure for submittal of any such application by CONTRACTOR and consideration by Engineer is set forth in the General Conditions which may be supplemented in the General Requirements. 10.0 SUBCONTRACTORS, SUPPLIERS AND OTHERS 10.1. Each Bidder shall submit at the Bid opening to OWNER a list of principal subcontractors he proposes to use in the Work. Refer to Section 00430 contained within these Documents. 10.2. If OWNER or Engineer after due investigation has reasonable objection to any proposed Subcontractor, either may, before the Notice of Award is given, request the apparent successful Bidder to submit an acceptable substitute without an increase in Bid price. If the apparent successful Bidder declines to make any substitution, OWNER may award the contract to the next lowest responsive and responsible Bidder that proposes to use acceptable subcontractors. Subcontractors, suppliers, other persons or organization listed and to whom OWNER or Engineer does not make written objection prior to the giving of the Notice of Award will be deemed acceptable to OWNER and ENGINEER subject to revocation of such acceptance after the effective date of the Agreement as provided in the General Conditions. 10.3. CONTRACTOR shall not be required to employ any subcontractor, supplier or other persons or organizations against whom he has reasonable objection. The use of subcontractors listed by the Bidder and accepted by OWNER prior to the Notice of Award will be required in the performance of the Work. 11.0 BID FORM. 11.1. A copy of the Bid Form is bound in the Contract Documents which may be retained by the Bidder. A separate unbound copy is enclosed for submission with the Bid. 11.2. Bid Forms must be complete in ink or typed. All lump sum prices on the form must be stated in words and numerals; in case of conflict, words will take precedence. Unit prices shall govern over extensions of sums. 11.3. Bids by corporations must be executed in the corporate name by the president or a vice-president (or other appropriate officer accompanied by evidence of authority to sign) and the corporate seal shall be affixed and attested by the secretary or an assistant secretary. The corporate address and state of incorporation shall be shown below the corporate name. 11.4. Bids by partnerships must be executed in the partnership name and signed by a partner, his title must appear under his signature and the official address of the partnership must be shown below the signature. 11.5. Bids by joint venture shall be signed by each participant in the joint venture or by an authorized agent of each participant. The full name of each person or company interested in the Bid shall be listed on the Bid Form. 11.6. The Bid shall contain an acknowledgement of receipt of all Addenda (the numbers of which must be filled in on the Bid Form). 11.7. No alterations in Bids, or in the printed forms therefore, by erasures, interpolations, or otherwise will be acceptable unless each such alteration is signed or initialed by the Bidder; if initialed, OWNER may require the Bidder to identify any alteration so initialed. 11.8. The address and telephone number for communications regarding the Bid shall be shown. 12.0 BID PRICING. Bids must be priced as set forth in the Bid Schedule or Schedules. 13.0 SUBMISSION OF BIDS. 13.1. Bids shall be submitted at the time and place indicated in the Invitation to Bid and shall be enclosed in an opaque sealed envelope marked with the Project title, Bid No., and name and address of the Bidder and accompanied by the Bid Security, Bid Form, Bid Bond, Statement of Bidders Qualifications, and Schedule of Subcontractors as required in Section 00430. If the Bid is sent through the mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope with the notation "BID ENCLOSED" on the face of it. 13.2. Bids shall be deposited at the designated location prior to the time and date for receipt of Bids indicated in the Invitation to Bid, or any extension thereof made by addendum. Bids received after the time and date for receipt of Bids will be returned unopened. Bidder shall assume full responsibility for timely delivery at the location designated for receipt of Bids. 13.3. Oral, telephonic, telegraphic, or facsimile Bids are invalid and will not receive consideration. 13.4. No Bidder may submit more than one Bid. Multiple Bids under different names will not be accepted from one firm or association. 14.0 MODIFICATION AND WITHDRAWAL OF BIDS. 14.1. Bids may be modified or withdrawn by an appropriate document duly executed (in a manner that a Bid must be executed) and delivered to the place where Bids are to be submitted at any time prior to the opening of Bids. 14.2. Bids may also be modified or withdrawn in person by the Bidder or an authorized representative provided he can prove his identity and authority at any time prior to the opening of Bids. 14.3. Withdrawn Bids may be resubmitted up to the time designated for the receipt of Bids provided that they are then fully in conformance with these Instructions to Bidders. 15.0 OPENINGS OF BIDS. Bids will be opened and (unless obviously non-responsive) read aloud publicly as indicated in the Invitation to Bid. An abstract of the amounts of the Base Bids and major alternates (if any) will be made available after the opening of Bids. 16.0 BIDS TO REMAIN OPEN SUBJECT TO ACCEPTANCE. All Bids shall remain open for forty-five (45) days after the day of the Bid Opening, but OWNER may, in his sole discretion, release any Bid and return the Bid Security prior to that date. 17.0 AWARD OF CONTRACT. 17.1. OWNER reserves the right to reject any and all Bids, to waive any and all informalities not involving price, time or changes in the Work, to negotiate contract terms with the Successful Bidder, and the right to disregard all nonconforming, nonresponsive, unbalanced or conditional Bids. Also, OWNER reserves the right to reject the Bid of any Bidder if OWNER believes that it would not be in the best interest of the Project to make an award to that Bidder, whether because the Bid is not responsive or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by OWNER. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. 17.2. In evaluating Bids, OWNER will consider the qualifications of the Bidders, whether or not the Bids comply with the prescribed requirements, and such alternates, unit prices and other data, as may be requested in the Bid Form or prior to the Notice of Award. 17.3. OWNER may consider the qualification and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work as to which the identity of Subcontractors, Suppliers, and other persons and organizations is submitted as requested by OWNER. OWNER also may consider the operating costs, maintenance requirements, performance data and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Award. 17.4. OWNER may conduct such investigations as OWNER deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications and financial ability of the Bidder's proposed Subcontractors, Suppliers and other persons and organizations to do the Work in accordance with the Contract Documents to OWNER's satisfaction within the prescribed time. 17.5. If the Contract is to be awarded, it will be awarded to the lowest responsive and responsible Bidder whose evaluation by OWNER indicates to OWNER that the award will be in the best interest of the OWNER. Award shall be made on the evaluated lowest base bid excluding alternates. The basis for award shall be the lowest Bid total for the Schedule or, in the case of more than one schedule, for sum of all schedules. Only one contract will be awarded. 17.6. If the Contract is to be awarded, OWNER will give the Successful Bidder a Notice of Award within forty-five (45) days after the date of the Bid opening. 18.0 CONTRACT SECURITY. The General Conditions and the Supplementary Conditions set forth OWNER's requirements as to performance and other Bonds. When the Successful Bidder delivers the executed Agreement to the OWNER, it shall be accompanied by the required Contract Security. 19.0 SIGNING OF AGREEMENT. When OWNER gives a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Agreement with all other written Contract Documents attached. Within fifteen (15) days thereafter, CONTRACTOR shall sign and deliver the required number of counterparts of the Agreement and attached documents to OWNER with the required Bonds. Within ten (10) days thereafter, OWNER hall deliver one fully signed counterpart to CONTRACTOR. Each counterpart is to be accompanied by a complete set of the Drawings with appropriate identification. 20.0 TAXES. OWNER is exempt from Colorado State Sales and Use Taxes on materials and equipment to be incorporated in the Work. Said taxes shall not be included in the Contract Price. Reference is made to the General and Supplementary Conditions. 21.0 RETAINAGE. Provisions concerning retainage are set forth in the Agreement. 22.0 PURCHASING RESTRICTIONS. Purchasing restrictions: The Bidder's authorized signature of this Bid assures the Bidder's compliance with the City's purchasing restrictions. A copy of the resolutions is available for review in the Purchasing and Risk Management Division or the City Clerk's office. A. Cement Restrictions: City of Fort Collins Resolution 91-121 requires that suppliers and producers of cement or products containing cement to certify that the cement was not made in cement kilns that burn hazardous waste as a fuel. 23.0 COLLUSIVE OR SHAM BIDS. Any Bid deemed by the City in its sole discretion to be a collusive or sham Bid will be rejected and reported to authorities as such. Your authorized signature of this Bid assures that such Bid is genuine and is not a collusive or sham Bid. 24.0 BID RESULTS. For information regarding results for individual Bids send a self-addressed, self-stamped envelope and a Bid tally will be mailed to you. Bid results will be posted in the Purchasing office seven (7) days after the Bid Opening. END OF SECTION SECTION 00300 BID FORM SECTION 00400 SUPPLEMENTS TO BID FORMS 00410 Bid Bond 00420 Statement of Bidder's Qualifications 00430 Schedule of Subcontractors SECTION 00410 BID BOND KNOW ALL MEN BY THESE PRESENTS: that we, the undersigned Kuck Mechanical contractors, LLC as Principal, and Granite Re, Inc. , as Surety, are hereby held and firmly bound unto the City of Fort Collins, Colorado, as OWNER, in the sum of$ Five Percent of the Amount Bid (5%) for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, successors, and assigns. THE CONDITION of this obligation is such that whereas the Principal has submitted to the City of Fort Collins, Colorado the accompanying Bid and hereby made a part hereof to enter into a Construction Agreement for the construction of Fort Collins Project, 8136 Senior Center HVAC Renovation Phase I. NOW THEREFORE, (a) If said Bid shall be rejected, or (b) If said Bid shall be accepted and the Principal shall execute and deliver a Contract in the form of Contract attached hereto (properly completed in accordance with said Bid) and shall furnish a BOND for his faithful performance of said Contract, and for payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the Agreement created by the acceptance of said Bid, then this obligation shall be void; otherwise the same shall remain in force and effect, it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its BOND shall be in no way impaired or affected by any extension of the time within which the OWNER may accept such Bid; and said Surety does hereby waive notice of any such extension. Surety Companies executing bonds must be authorized to transact business in the State of Colorado and be accepted by the OWNER. IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals this day of July 1 O , 201.§_, and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers, the day and year first set forth above. PRINCIPAL SURETY Name: Kuck Mechanical Contractors, LLC Granite Re, Inc. Address: 395 W. 67th Street 14001 Quailbrook Drive Oklahoma City, OK 73134 Title : Sarah C. Brown, Attorney-in-Fact ATTEST: (SEAL) 1-· I ' I . I . I I I . I I ! l i GRANITE RE, INC. GENERAL POWER OF ATIORNEY Know all Men by these Presents: That GRANITE RE, INC., a corporation organized and existing under the laws of the State of OKLAHOMA and having its principal office at the City of OKLAHOMA CITY in the State of OKLAHOMA does hereby constitute and appoint: DONALD E. APPLEBY; TODD D. BENGFORD; MARK H. SWEIGART; SARAH C. BROWN its true and lawful Attorney-in-Fact(s) for the following purposes, to wit: To sign its name as surety to, and to execute, seal and acknowledge any and all bonds, and to respectively do and perform any and all acts and things set forth in the resolution of the Board of Directors of the said GRANITE RE, INC. a certified copy of which is hereto annexed and made a part of this Power of Attorney; and the said GRANITE RE, INC. through us, its Board of Directors, hereby ratifies and confirms all and whatsoever the said: DONALD E. APPLEBY; TODD D. BENGFORD; MARK H. SWEIGART; SARAH C. BROWN may lawfully do in the premises by virtue of these presents. In Witness Whereof, the said GRANITE RE, INC. has caused this instrument to be sealed with its corporate seal, duly attested by the signatures of its President and Secretaryffreasurer, this 301 h day of April, 2015. · Kenneth D. Whittin on, President STATE OF OKLAHOMA ) ) SS: .!6{~~e.,u<e< COUNTY OF OKLAHOMA ) On this 30 1 h day of April, 2015, before me personally came Kenneth D. Whittington, President of the GRANITE RE, INC. Company and Kyle P. McDonald, Secretaryff reasurer of said Company, with both of whom I am personally acquainted, who being by me severally duly sworn, said, that they, the said Kenneth D. Whittington and Kyle P. McDonald were respectively the President and the Secretaryff reasurer of GRANITE RE, INC., the corporation described in and which executed the foregoing Power of Attorney; that they each knew the seal of said corporation; that the seal affixed to said Power of Attorney was such corporate seal, that it was so fixed by order of the Board of Directors of said corporation, and that they signed their name thereto by like order as President and Secretaryff reasurer, respectively, of the Company . My Commission Expires: August 8, 201 7 Commission #: 0101325 7 No~~ GRANITE RE, INC. Certificate THE UNDERSIGNED, being the duly elected and acting Secretary(freasurer of Granite Re, Inc., an Oklahoma Corporation, HEREBY CERTIFIES that the following resolution is a true and correct excerpt from the July 15, 1987, minutes of the meeting of the Board of Directors of Granite Re, Inc. and that said Power of Attorney has not been revoked and is now in full force and effect. "RESOLVED, that the President, any Vice President, the Secretary, and any Assistant Vice President shall each have authority to appoint individuals as attorneys-in-fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar charncter issued by the Company in the course of its business. On any instrument making or evidencing such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or undertaking of the Company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced; provided, however, that the seal shall not be necessary to the validity of any such instrument or undertaking." IN WITNESS WH~he undersigned has subscribed this Certificate and affixed the corporate seal of the Corporation this !o+h day of '-. 1 , 2o_ffL.__. ~ '" ,··=".~ -,·· , ~ ~ I n ~ Kylei.McDonald, Secretary(f reasurer GROB00-1 SECTION 00420 STATEMENT OF BIDDER'S QUALIFICATIONS All questions must be answered and the data given must be clear and comprehensive. This statement must be notarized. If necessary, questions may be answered on separate attached sheets. The Bidder may submit any additional information he desires. 1. Name of Bidder: Kuck Mechanical Contractors LLC -----------~~-----~~-------------- 2. Permanent main office address: __ 3_9_5_W_._6_7t_h_S_t. _, _ L_o_v_el_a_nd....:..,_c_o_so_5_3_8 ______ _ 3. When organized: ___ 1_99_9 _____________________ _ 4. If a corporation, where incorporated: __ N_IA _______________ _ 5. How many years have you been engaged i11 the contracting business under your present firm or trade name? ___ 1_6_Y_e_a_rs __________________ _ 6. Contracts on hand: (Schedule these, showing the amount of each contract and the appropriate anticipated dates of completion.) See Attached Schedule - Exhibit A 7. General character of Work performed by your company: HVAC Sheet Metal Installation and Fabrication 8. Have you ever failed to complete any Work awarded to you? __ No _______ _ If so, where.and why? ______________________ _,_ 9. Have you ever defaultecranacontract? __ ~::.;;;o'--------------- If so, where and why? ___ __:.N.::.:IA:..:.__ _________________ _ 10. Are you debarred by any government agency? _ __.:..N:..:::o~------------ If yes list agency name.----------"--------------- 11. List the more important projects recently completed by your company, stating the approximate cost of each, and the month and year completed, location and type of construction. Edora Pool - City of Fort Collins, Final Contract Amount: $176,293, Completed 11/1/2013- HVAC Remodel CSU ADL RTU Replacement - Fort Collins, Final Contract Amount: $263, 176, Completed 10/15/2014 - HVAC Equip Repl. Avago Consoldiation - Fort Collins, Final Contract Amount: $335, 179, Completed 12/12/2014 - HVAC Remodel Also See attached Exhibit B. 12. List your major equipment available for this contract. Duct Coil Line, Plasma Cutter, Insulation Cutting Table, Forming & Rolling Equipment, Robotic Welder, Spiral Pipe Machine, Break Press, Shearing, Trucks, Lifts 13. Experience in construction Work similar in importance to this project: Ted Kuck was the Original HVAC Project Manager when the Senior Center was originally built. Poudre High School Renovation CSU Student Recreation Center 14. Background and experience of the principal members of your organization, including officers: See attached Resumes 15. 16. Credit available: $ __ l_3_. M_i_llio_n ____________________ _ Bank Reference: Great Western Bank - Jenny Shultz - 970-660-9028 ---,-------,:____--------------~ 17. Will you, upon request, fill out a detailed financial statement and furnish any other · information that may be required by the OWNER? ___ Y_e_s _________ _ 18. Are you licensed as a· General Contractor? ___ N_o_-_L_ic_en_s_e_d_H_V_A_c_c_o_n_tra_c_to_r_in_F_o_rt_c_o_ll_in_s_ 19. 20. If yes, in what city, county and state?------------------ What class, license and numbers?------------------- Do you anticipate subcontracting Work underthis Contract? __ Y_es _______ _ If yes, what percent of total contract? ____ 4_5°_Yo ______________ _ Andtowhom? __ J_o_h_ns_o_n_C_o_n_tro_l_s,_L_aw_re_nc_e_F_i_nn_&_A_ss_o_c._(~TA_B~)---------~ Are any lawsuits pending against you or your firm at this time? ___ N_o ______ _ IFyes,DETAIL~~~~~~~~~~~~-~~~~--~~~~ 21. What are the limits of your public liability? DETAIL $2 Million with $5 Million Umbrella What company? . Flood & Peterson 22. What are your company's bonding limitations? __ u_p_t_o_$_2_M_il_lio_n ________ _ 23. The undersigned hereby authorizes and requests any person, firm or corporation to furnish any information requested by the OWNER in verification of the recital comprising ---------tl'.Jis-Statement-0f--Bidder~s-QualificatiGr-is~. ----------------------- _J_u .ly ..... ______ , 20~. Printed: Theodore A. Kuck State of Colorado County of __ La_r_im_e_r - - ------ _..;1-J.. --h'--'- u_;;,,_d_;;;_ I_JYi -"t_' 4_._.~...;....U.;;. .;.(~k-.,, · '= =------ being duly sworn deposes and says that he is __ fi _r._t~S"~~-t~nt ____ of l!u<kfnu)t.AJti~a-( Untnu4ys, lLC.. (Name) (Organization) and that the answers to the foregoing questions and all statements therein contained are true and correct. . . . . -II<. . . Subscribed and sworn to before me this f () day of~, 20/:>. N~ ~tJ~ . · My commission expires: oz/o~ / to/1. (Seal) BOSSfJEAN WARNER NOTARY PUBLIC STATE OF COLORADO NOTARY ID 19984022395 MY COMMISSION EXPIRES FEBRUARY 06, 2019 7/10/2015 1314 1320 1340 1345 1402 1403 1405 1416 1420 1424 1430 1434 1436 1438 1439 1443 1444 1446 1450 1452 1454 1455 1460 1462 1463 1501 1503 1504 1505 1506 1507 1508 1509 1511 1512 1513 1514 1515 1516 1517 1518 1519 1520 1522 1523 1524 1525 1526. 1527 1528 1529 1530 1531 1532 1533 EXHIBIT A KUCK MECHANICAL CONTRACTORS, LLC CURRENT PROJECTS ON HAND Job Name Contract Change Total Contract 7/10/2015 Exhibit B KUCK MECHANICAL CONTRACTORS, LLC Project Completed CONTRACTOR NA-M~E_O_F_P_R_O~J~E~C--T----~--~--+-----G~E~NERAL Owner ENGINEER AMOUNT ARCHITECT/ CONTRACT Libby Hall Dining CU Kimmel Mechanical, Inc. CU Shaffer Baucom Engineering $ 111,866.00 Mead Middle Schoo-I Central Mechanical, Inc. - St. Vrain School Distr. RMH Group - $ 497,095.00 ELCO Water RC Heath Elco Wat~r Distr. Performance Engineering $ 91,653.00 I Laramie Las Vegas Community WWTP Rec Ctr. -- Mechanical Kimmel Mechanical, Systems, Inc. Inc. _City City of of Las Laramie Vegas CH2M Ohison Hill Lavole Collab_()_rtive ----$$ ------s.44,96,463.529.00 00 UNC Dining Facility Central Mechanical, Inc. University of Northern CO Bennett Wagner & Grady $ 195,987.00_, Copper MTNWWTF Expansion Southwest Contracting Copper Mnt. Water Distr. Rottiberg,Tamburini & Winsor $ 159,081.00 Loveland Service Center KMC City of Loveland RMH Group $ 367,203.00 Pioneer Charter School Alliance Construction SolutionS-Ploneer Charter School_ Architecture West, LLC I $ - 241,526.00 St. John's Phase II Corporate Plumbing St. Johns Church RMH Group $ 186,438.00 1111_i~tary Science CSU CSU Facilities Management CSU Gator Ruma & Associates $ 83,665.00 Lansing Elementary School Kimmel Mechanical, Inc. Aurora Public Schools LKA Partners $ 140,000.00 1 Park Lane Elementary School Kimmel Mechanical, Inc. Aurora Public Schools _ LKA Partners $ 172,000.00 Northrid_ge Elementary School Kimmel Mechanical, Inc. __ Douglas County School District _ Envision $ 142,725.00 1 South Middle School Gerald H. Phipps Aurora Public Schools Eidos Architects, LLC $ -~05,30Q:OO The Dakota Lofts Buchanan Yonushewski Group HomeToDenver LLC Buchanan Yonushewski Group $ 479,000.00 Northern Water Reclamation Fae Western Summit City of Colorado Springs Brown & Caldwell $ 1,048,405:00 Pepsi Warehouse Central Mechanical, Inc. Pepsi Co. A&E Group $ 200,000:00 New Frontier Bank Thissen Construction, CO New Frontier Bank A&E Group $ 358,513.00 CSU/ERC Lab Remodel Wray Plumbing CSU ____ - Aller.Lingle Architects, P.C. $ 65,853.00 Morris Elem/Yuma Middle School Wray Plumbing Yuma School Distr. Bennett Wagner & Grody $ 450,511.00 St. Vrain #8 Middle School C & B Plumbing St. Vrain School Distr. Systems Engineering Group $ 523,000.00 Eaglecrest H/S Central Mechanical, Inc. Cherry Creek School Distr. Shaffer Baucom Engineering - $ 102,669.00 Villa's@ Sunny Acres Quality Mech Systems, Inc. Centura Health A. E. Ass_()_ciates, Inc. $ 381,784.00 Best Western Phase II Delehoy Construction, Inc. Best Western CE Group $ 99,935.00 Judy Farr Center (UNC) Thissen Construction, Inc. UNC _ Gordon Gumeson & Assoc. $ 66,259.00 Metro WWTP PAR 861 Glacier Construction Metro Wastewater Reel. Brown & Caldwell $ 317,899.00 Hampton Inn Alliance Construction Solutions Hampton Inn Pahl, Pahl, Phal $ 1,318, 194.00 Avon WWTP Stanek Constructors, Inc. Avon Water Distr. Brown & Caldwell $ 67,990.00 Greeley Ice Haus Wray Plumbing & Heating City of Greeley KBN Engineers $ 325,800.00 Lone Tree Creek WWTP Velocity Constructors, Inc. Arapahoe County Water Auth. RMH Group $ 70,792.00 Edwards WWTP Asian Construction Co Eagle River Water Burke Associates, Inc. $ 383,228.00 DPS Northeast Bus Terminal Kimmel Mechanical, Inc. Denver Pub-lie Schools M E Group $ 323,326.00 'Wheeling Elementary School Kimmel Mechanical, Inc. Aurora Public Schools Ballard Group $ 421,510.00 Dunstan Middle School · Kimmel Mechanical, Inc. Jeffco School Distr. McGrath, Incorporated $ 536,778.00 I Par 813-Metro-WWTP Braconier Plumbing & Heating Metro Wastewater Reel. Swanson/Rink Consulting $ 181,433.00 Kinard Jr. High School Allen Plumbing & Heating PSD Schools EMC Engineering, Inc. $ 582,350.00_ Niwot High School Allen Plumbing & Heating St. Vrain School Distr. RMH Group $ 360,932.00 1NCMC Cardiac Rehab Thissen Construction, Inc. Northern Colorado Medical Center Davis Partnership, P.C. $ 71,140.00 -Village --- Walk Beaver Creek R. A. Nelson Village Walk LLC Gwathmey Pratt Schultz- $ 1,398,372.00 7/10/2015 NAME OF PROJECT Buckley Support Facility Blue Sky Breckenridge Hilton Garden Inn GilletteWWTP Mtn. Vista Animal Clinic Courtyard Marriott Colorado School of Mines Rec. Center Heritage High School DIA Concourse B Basalt Elementary School Basalt Middle School ------· Basalt High School New Frontier Bank-Longmont Routt County Justice Center Trans. Building-Longmont Centennial Elem School-Loveland Winona Elem School-Loveland Limelight/Monarch Boulder County Vehicle Storage WANG Carrison Control WANG Airlift Support Nederland Community Center A-Basin Midway Lodge Millennium Bank DVR City Center Marriott Sam Hobbs Regional WWTFI DU-Lambda Chi Alphia 75th Street WWTP AspenWWTF Centennial Elem RTU-1 & RTU-2 Coyote Ridge Elementary CSU Regulated_ Mat'ls Handling NCMC 3rd Floor Phase 1 Agilent Tech Calibration LAB Union Colony Prep School St.Vrain Elementary No.23 St. Vrain Elementary No.24 Mountain View High School St.Vrain Elementary No.25 Lucile Erwin MS Addition Exhibit B KUCK MECHANICAL CONTRACTORS, LLC Project Completed CONTRACTOR Owner GENERAL PCL Construction Buckley AFB Kimmel Mechanical, Inc. Blue Sky Resorts Alliance Construction Solutions Hilton Garney Wyoming, Inc. City of Gillette J&J Construction Mtn. Vista Animal Clinic Kimmel Mechanical, Inc. Marriott Pinkard Construction Colorado School Of Mines W.O. Danielson Construction Littleton Public Schools PCL Construction City of Denver Kimmel Mechanical, Inc. Roaring Fork School Distr. Kimmel Mechanical, Inc. Roaring Fork School Distr. Kimmel Mechanical, Inc. Roaring Fork School Distr. 7/10/2015 NAME OF PROJECT Prairie Water Treatment Plant CRMC Tomography Aspen Recreation Center - Colorado Plains Medical Center New Castle Middle School Vail Mtn.View on Gore Creek TLFVQ Buckley AFB ~ail Valley Medical Center - Summit Charter M/School List Residence, Vail, CO - Nordy's BBQ Restaurant Vail WWTP Odor Control Riverton WWTF Union Colony Prep School - Grandvie:iv Elemen_!_~-- Sheraton West Tower Newspaper Printing Centre Fitz Bldg 500 Phase 3A Cont' - Oak Creek Schools Foothills/Eiber Elementary CSU-___AIDL ____ .. Snowmass Bldg 4,6,7 -~ Sheraton East Tower ~?U Forestry __ Cornerstone Residences Redeemer Church Red Willow Facility EStes Park Medical Center Fraser Recreation Center Bldg.500 AHU Upgrade Pinedale Warehouse Burns Elementary TSO Transp Facility Buckley AFB BRAC DFA Project Epic DFA Raw Receiving HVAC 1st United Medthodist Low Point WWTP Renaissance Uptown Lo~s P-8 Aurora Public Schools Exhibit B KUCK MECHANICAL CONTRACTORS, LLC Project Completed CONTRACTOR Owner GENERAL Western Summit Aurora Water Alliance Construction Solutions Cheyenne Regional Medical Center Long Energy Solutions_ City of Aspen Bellendir Mechanical Colorado Plains Medical Center FCl-Grand Junction New Castle Comm. Schools Kimmel Mechanical, Inc. Vail Properties Haselden Construction Buckley AFB 7/10/2015 NAME OF PROJECT Buffalo WWTP Cheyenne Reional Medical Center Morgue Windsor MS VAV's --- -- Wyoming Game & Fish Sunflower Market N.M. Ft. Morgan Community College Garden City Medical Office Building McKee Simulation Lab NiWot High School Metro PAR 1094 McCook Community Hospital Ft. Lupton Readiness Center JBS Swift Amenia Smokey Hill H/S Pool & Add Glenwood Springs WWTP Summitville Mine OU5 WTP CSM Residence Hall Lyons Middle & High Schools Red Rocks Medical Office Bldg RM Arsenal Visitors Center Crested Butte WWTF McKee AHU Replacement Pioneer Elementary Lamar Lift Station Loveland HS Pool Perl Mack Li~rary FRCC Facilities ECCV Membrane WTP JBS Hide, Fleshers, EPI Golden Gate State Park WWTF CRMC - EP Lab Remodel JBS Carriers Office Upgrade Grand Junction VA Hospital DPS Vista Academy Red Rocks Medical Office Tenant Finish #4 Lincoln School Community Ctr. Weld County_ Sykes Bldg PVHS Greeley Infusion Center Memorial Hospital MRI Repl. Larkspur Elementary Exhibit B KUCK MECHANICAL CONTRACTORS, LLC Project Completed CONTRACTOR Owner GENERAL Hydro Construction City of Buffalo Town & Country Plumbing . Cheyenne Regional Medical Center Trane Weld County School Distr. Heather Plumbing State Of Wyoming Sunflower Const. Sunflower Companies Alliance Construction Solutions Ft. Morgan Community College MSI Mechanical Garden City Medical Office Building Corman Mechanical Banner Health Phillips Plumbing & Mechanical St. Vrain School Distr. WSI Denver Metro Wastewater Midlands Mechanical McCook Community Hospital Midlands Mechanical Colorado National Guard 7/10/2015 Exhibit B KUCK MECHANICAL CONTRACTORS, LLC Project Completed CONTRACTOR I Owner + ENGINEER AMOUNT 1_N_A_M_E_O_F_P_R_O_J_E_C_T _________ --j _____ G_E_N_E__RA _ L ____ t - ----- ARCHITECT/ CONTRACT I Kaiser Hidden Lake Medical Office Bldg Midlands Mechanical Kaiser Foundation Health Plan Gator Ruma & Associates $ 218,221.00 CAEDA Business Innovation Center _ FCI -CAEDA Business Development GSG Architecture --$ 1, 172,670.00 Aspen Grove Community Church Aspen Grove Community Church Aspen Grove Community Church Belfay Engineering $ 59,328.00 University of WY - SFSF Mechanical Systems, Inc. University of WY --MKK Consulting/Pappas $ 2,125,690.00 Clyfford Still Museum Design Mechanical Clyfford St~I Museum _ Design Mechanical $ 92,005.00- SE Wyoming Visitors Center Mechanical Systems, Inc. State Of Wyoming Anderson Mason Dale $ 278,682.00 Benkelman WTP Asian Construction City of Benkelman -- Baseline $ 57,845:00 I - - ·-···- . ----· City of Greeley Boilers & RTU Corman Mechanical City of Greeley Sole Engineering $ 85,518.00 Redstone WWTP Hy~ro Construction Redstone Water & Sanitation Schmueser/Gordon/Meyer $ 79,853.00 Boulder 75th Street WWTP Stanek Constructors, Inc. Boulder County Brown & Caldwell $ 213,353.00 Boulder County Justice AHU -Univ. of CO at Boulder Univ. of CO at Bouider Univ. of CO at Boulder -$--136 688 00 I - ---- ' . J Larimer County Detention Ctr Delehoy Construction, Inc. Larimer County CE Group $ 103,433.00 Climax Molybdenum Mine Catamount Constructors Feeport-McMoran Company Jacobs --- -$1,842,137.00 I - St. Vrain WWTP Glacier Construction St. Vrain Sanitation District Frachetti Engineering $ 1, 112,773.00 Independence Pass Residence Kimmel Mechanical, Inc. Independence Pass, LLC _____ Bohlin Cywinski Jacksoo _____ -$332,845:00 St. Francis of Assisi Church Krische Construction St. Francis of Assisi Church McGrath Engineering $ 180,017.00 Seminole Primary & HS - MWsuilders -- Seminole Independent School Dist. Parkhill Smith & Cooper $ 1,718,609.00 -Cargill Chemistry Lab Dohn Construction Cargill Inc. - Allen D. Curtis Architect $ 104,432.00 CRMC Imaging Medical Office Building Mechanical Systems, Inc. Cheyenne Regional Medical Ctr Smith Seckman Reid, inc: $ -W1, 173.00 Denver University Avademic Commons Gerald H. Phipps Denver University -· H&L Architecture $ 732,788.00 !Boulder County Probation Kimmel Mechanical, Inc. Boulder County Boulder County Architects _!_ __ __§~058.00 West End Health Center FCI Constructors Colorado Coalition for Homeless __ Humphrie_s Poli Architects $ 123,209.00 Battle Command Training Center Kimmel Mechanical, Inc. US Army Corps of Engineers - Omaha US Army Corps of Engineers - Or $ 762,679.00 ~ Williams Monaco WWTP Glacier Construction South Adams County WSD Burns & McDonnell $ 11,226.00 Northglenn Recreation Center DS Constructors City of Northglenn Beaudin Ganze $ 505,288.00 CRMC PET & CT Town & Country Plumbing Cheyenne Regional Medical Center Davis Partnership Architects $--40,893-:00 1 CRMC SPD OR Town & Country Plumbing Cheyenne Regional Medical Center Davis Partnership Architects $ 39,541.00 Poudre High Schooi Phase 1 Wray Plumbing & Heating Poudre School District Architecture Plus $ 658,53~._9Q_ RTU Replacement FCI Constructors FCI Constructors N/A $ 29,I_~~:OO CRMC PACE Mechanical Systems, Inc. Cheyenne Regional Medical Center Davis Partnership Architects $ 40,056.00 1---------- ·- - JCMD Pump Station Garney Companies Jefferson Ctr Metro Dist #2 TST, Inc of Fort Collins $ 16,325.00 Kaiser Tenant Improvements Bryan Construction Kaiser Foundation Health Plan Bennett Wagner & Grody $ 444,060:00 Poudre Valley Hospital - Greeley Wray Plumbing & Heating Poudre Valley Health Care H+L Architecture -$ 483,282.00 Laramie River Station Basin Electric Power Coop Basin Electric Power Coop _Basin Electric Coop $ --59,232.00 Westin Snowmass Resort McGuire Builders Silver Tree Properties Beaudin Ganze $ 2,167,260.00 1McCook Community Hospital Phase 2 Midlands Mechanical McCook Community Hospital HOR Architecture $ 115,723.00 EGO Building 5 - Denver Public Schools Midlands Mechanical Denver Public Schools DLR Group $ 312,632.00 Ball WE-2 Office Thal Construction, Inc. Ball Aerospace & Technologies Corporation Studio H:T, Inc. $ 46, 163.00 CSU - Alder Hall Delehoy Construction, Inc. CSU _ I CSU Facilities Management $ 50,483.00 Suncor Office Bldg Design Mechanical Suncor Properties $ 88,753.00 7/10/2015 Exhibit B KUCK MECHANICAL CONTRACTORS, LLC Project Completed CONTRACTOR Owner NAME OF PROJECT -------~----~- GENERAL ENGINEER AMOUNT ARCHITECT/ CONTRACT Resurrection School Addition Wray Plumbing & Heating Ressurection Christian School Stone Bridge Partners, LLC $ 536,350.00 Eagle -Avon WWTF · Glacier Construction Eagle River Water & Sanitation Dist. Frachetti Engineering, Inc. -$ 530,374.00 Castle Creek Campus Shaw Builders LLC AMFS/ACDS Harry Teague Architects $ 443,962.00- Denver Mint Sales Offce Krische Construction US Mint Studio DH Architecture $ 37,354.00 Garney Office Construction Garney Companies Garney Companies - BCER Engineering __ $ ____ 16, 185.00 Holy Name Catholic Church Grand Lake Plumbing Holy Name Catholic Church Eidos Architects, LLC $ 275,950.00 I Chambers Dam Pump Station Velocity Constructors, Inc. Arapahoe County Water Auth. Burns & McDonnell $ 81,353.00-] Baggs Water Pretreatment Facility Hydro Constructi()~ - Town of Baggs, WY Lidstone & Associates $ 19,633.00 J Monarch Casino Remodel Kimmel Mecha_nical, Inc. City of Black Hawk, CO __ MBA Architecture & Interior Desit $ 14,323.00 Enterprise Compressor Station WILLBROS Construction Evans, CO $ 28,353.00 GE Oil & Gas Ford Construction Simpson Company ____ Integrated Mechanical, LLC $ 66,322.00 Woolley's Suites Hotel Alliance Construction Solutions Woolley's Classic Suites James Fabbri $ 4,032,586.00 All~n WTP Asian Construction, Inc. ·City of Englewood, CO ___ CDM Smith _________________ $--4o~490~ Tufts LDS Corporate Plumbing _ Church of Jesus Christ of Latter Day Saints NBW Architects P.A. $ 43,394.00 Vail WWTP AHU Replacement Eagle River Water & Sanitatoin Dis· Eagle River Water & Sanitation Dist. Kennedy/Jenks Consultants $ 55,859.00 Black Hawk WWTP _ RN Civil Construction Black Hawk Central City Sanitation Dist. TST, Inc of Denver $ 11,853.00 Train Swift RTU Trane U.S., Inc. S\JVift & Company JV~_n_corated $ 130, 108.00 Kirkland's Marketplace Build Retail Inc Build Retail Inc _ Sargenti Architects $ 22,253.00 Halliburton Control Building FCI USA Tank Sales Miller Boskus Lack Architects $ 49,483.00 Dellenbach Motors Dohn Construction Dellenbach Motors __ VFLA Architects $ 51,533.00 550 15th Street Alliance Construction Solutions 550 15th Owner, LLC Pahl Architecture $ 25,205.00 1 8est Western Southwest Mechanical & Piping, Inc: Greg Tally/Best Western SW Pahl Architecture $ -~9,~:!_:_Q()__ Roacl__34 Expansion Delehoy Construction, Inc. Road 34 ln~eg_r:_ated Mechanical, LLC $ 9,553.00 Woodward Iron Mountain T&D Wray Plumbing & Heating Woodward GHAFARI Assoc., LLC $ 14,700.00 Cunningham FS#3 W.O. Danielson Construction Cunningham Fire Protection Yon Tanner Architecture, PC $ 40,472.00 Margery Reed Hall Hyder Construction, Inc University of Denver Slater Paull Architects -- $ 343,620.00 I Northglenn Marcy Gulch WWTP WWTP J.Fischer R. Filanc Construction, Construction, Inc Co. City Centennial of Northglenn Water & Sanitation Dist. CH2M HDR Engineering HILL $ $ 148,2z-975.;650:00 00 JBS Odor Control Stack JBS USA LLC JBS USA LLC JVA lncorated $ 870,230.00 - - FJ Young Elementary Kimmel Mechanical, Inc. Seminole Independent School Dist. Parkhill Smith & Cooper $ 357,059.()_()_ Groove Toyota Design Mechanical Groove Toyota Nudell Architects $ 39,843.00 Trailblazer Elementary Kimmel Mechanical, Inc. Douglas County School District Mellin & Associates Architect $ ----15~53:00- --~-- I Metro Flashing Garney Companies Metro Wastewater Reel. Dist. CH2M HILL $ 13,995.00 Arete Surgical Design Mechanical Arete Surgical Center R4 Architects $ 42,000.00 Englewood High School Design Mechanical Englewood School District MOA Architecture $ 148, 163.00 American Academy Design Mec_hanical Douglas County School District RE-1 Hutton Architecture $ 1_05,753._()_()__ Tucson Rogers Garney Companies, Inc. City of Thornton RJH Consultanats, Inc _ $ 71,576.00 Renaissance Hotel Fireplace Alliance Construction Solutions CBD Denver Suites, LLC Klipp a division of GKKWorks $ 61,791.00 1 I Stanley Fairgrounds Dohn Construction Town of Estes Park O'Bryan Partnership Inc $ ·-190,----535.----00 --- JBS Dry Ice C02 Exhaust JBS USA LLC JBS USA LLC JBS USA LLC $ 13,953.00 7/10/2015 NAME OF PROJECT Exhibit B KUCK MECHANICAL CONTRACTORS, LLC Project Completed CONTRACTOR Owner GENERAL ENGINEER AMOUNT ARCHITECT/ CONTRACT Texas Instruments Horizon West PGMT Horizon West Property $ 11,553.00 Ft Morgan HS Dust Collector Morgan c·ounty School Dist RE-3 Morgan County School Dist RE-3 WOLD Architects $ 64,621.00 I . . ---··---- Sterling WTS DWIS Hydro Construction City of Sterling Hatch Mott MacDonald $ 32,253.00 Dunkirk Elementary Central Mechanical, Inc. Denver Public Schools Slater Paull Architects $ 419,806.00 Ft Collins Veterinary Clinic Horizon West PGMT ·- Horizon West PGMT $ 19, 162.00 City of Greeley Dewatering City of Greeley City of Greeley Sole Engineering=~=--==~~---~----_1~553.00 Sagewood Middle School W.O. Danielson Construction Douglas County School District RE-1 Christiansen Reece & Partners $ 12,857.00 Elbert Burnsley PK-Apartments 12 School Kimmel Mechanical Mechanical, & Piping, Inc. Inc. RedPeak Elbert School Properties District #200 SlaterPaull f3NL Des~g~-Arcilltects-- ___·-_--_ --~$!_ -_--_ -463,17~57.910.00-001 1 Union Station Apartments Design Mechanical Union Station $ 269,553.00 Englewood Campus Design Mechanical DPS $ 140,353.00 Edora Pool City of Ft. Collins - City of Ft. Collins RB+B Architects $ 176,293.00 1 DPS Eastbridge Elementary'· Central Mechanical, Inc. Denver Public Schools Humphries Poli Architects $ 597,771.00 CSU Student Rec Center - Wray Plumbing-& Heating CSU Hastings+ Chivetta Architects $ 13,930.o(f Sonnelap Resort Kimmel Mechanical, Inc. Sonnelap Resort · ·-Architectural Engineering Consu1($ ___ 26,615.00 Crunchy Grocer N/A . Crunchy Grocer ·--------Integrated Mechanical~LC- _$ ___ 44;399.00 Larimer County ASU Remodel Wray Plumbing & Heating _-Larimer County __ The Architects' Studio $ 275,713.00 Aveda Salon - Centerra Aveda Spa and Salon Aveda Spa and Salon DTJ Design $ 36,553.00 1 HD Eye Care W.O. Danielson Construction Austivia Properties, LLC Yon Tanner Architecture, PC $ 12,343.00 1 Xanadu Med Spa IGES Spine Correction Center of the Rockies VFLA Architects $ 18,493.00 Aveda Salon - Centerra Central Mechanical, Inc. Otis School District R-3 WOLD Architec-ts___ $--835,779.0o 1550 & 1560 Market Street Design Mechanical $ 108,899.00 Westminster Rec Center Adolfson & Peterson City of Westminster The Ballard Group r$--44, 737.oo Sheridan Middle School I $ 503,618.00 The Laboratory Restaurant Spectrum General Con!~actors The Punchlin~, LLC dba The Laboratory Oglesby C?e;:~ign -- $ 75,038.00 1 • Marriott Denver City Center Alliance Construction Solutions CHSP Denver, LLC Elliott Wheeler $ 50,255.00 -. I King Soopers #136 Avalanche Mechanical King Soopers $ 23,930.00 Titan.Machinery Equipment Install Titan Machinery Titan Machinery Installation Only $ 11,017.00 Warren AFB Dining Facility HMC Incorporated Sodexo America, LLC/ FE Warren AFB HMC Incorporated $ 93,691.00 Fairitiew Elementary · Braconier Plumbing & Heating Adams County School District 50 DAO Architecture $ 175,216.00 Elm Hall Design Mechanical Fabrication Project -- $ ---132,577.00 Metz Elementary - Braconier Plumbing & Heating Adam~ County School District 50 DAO Architecture __ $ 157 ;903.00 Starwood Sheraton Summit DCK LLC Starwood Steamboat LLC Eric Smith Associates $ 48, 100.00 Sherrelwood Elementary Braconier Plumbing & Heating Adams County School District 50 DAO Archite_9__!1.Jre $ 117,529.00 1 Pioneer Ridge Elementary FCI Constructors Weld County School Distr. RE-5J H+L Architecture $ 73,553.00 The LaboratorY Restaurant -RTU Spectrum General Contractors The Punchline, LLC dba The Laboratory Oglesby Design $ 21,061.00 I . ------- Joyner Residence Bill Joyner Bill Joyner NIA $ 14,286.00 fs~lud Pharmacy Heath Construction Salud Family H~~lth Center TW Beck Architects $ 35,221.00 I cs_u ADL RTU Replacement Colorado State University Colorado State University Gator Ruma & Associates $ 263, 176.00 Silver Creek High School Mechanical & Piping, Inc. St. Vrain Valley School District Slater Paull Architects $ 8,936.00 7/10/2015 NAME OF PROJECT L YFE Kitchen -- Rainbow Bridge Pet Crematorium Aleph Mountain LLC - Lulzbot Salud Dental Remodel JBS Spray Cabinet Exhaust Retro Exhibit B KUCK MECHANICAL CONTRACTORS, LLC Project Completed CONTRACTOR Owner GENERAL Parkway Constr~_ction & Assoc. L YFE Kitchen, Inc Rainbow Bridge Pet Crematorium Rainbow Bridge Pet Crematorium Aleph Mountain, LLC Aleph Mountain, LLC Heath Construction Co Salud Family Health Center JBS USA LLC JBS USA LLC --f----· ENGINEER ··--~c~~~:~T ARCHITECT/ Gensler '$ 194,909.00 ----·-------- SRB 1$ 13,658.00 ·---~-~~----·- ··- ~~~sociate~l::l_aynes Mech $ 53,437.00 TW Beck Architects $ 36,962.00 -----~-- JBS USA LLC $ 114,406.00 THEODORE KUCK Kuck Mechanical Contractors, LLC President I am and have been involved in all phases of the sheet metal industry including ownership, management, shop fabrication, field labor management, and journeyman installer. At the age of 18, I became a sheet metal installer. I worked as an installer several years for different firms before I left the Ft. Collins area to join Young's Inc., a mechanical contractor in Topeka Kansas, as Estimator and Controller of the sheet metal division. In March of 1993, I returned to Ft. Collins to become Vice President of Operations at Horizon Sheet Metal, Inc. During my tenure at Horizon, the company achieved record growth and profitability as witnessed with total revenues reaching over 6.5 million dollars in the year of 1998. In August 1999, I founded Kuck Mechanical Contractors, LLC. Although in business a relatively short period oftime, Kuck Mechanical has already grown from the initial three principals to one hundred (100) employees with contractual projects totaling more than 13 million dollars. This growth is credited to long lasting previous relationships, a past track record of caring about our projects as well as the people involved in completing the work in a timely manner and the quality of workmanship which has helped to build my personal reputation. Licenses • City and County of Denver, CO #A23351 • City of Casper #95 • Aurora, CO #A20237 / 155678 • Town of Castlerock #03-0413 • Pikes Peak Regional Building Department #14677 • City of Centennial #CEN-13-00969 • City of Greeley # 17 41 I 1013 79 • City of Cheyenne CT-13-24209/24210 • Boulder, CO #3637 I LIC-0006701-22 • City of Commerce City #1599 • Summit County Building Department #6565 • City of Fort Morgan #555 • Englewood, CO #12776 • City of Gillette #6208 • Douglas County #02090 • City of Glenwood Springs # 10-0102 • Arvada, CO #7M-0383 • Grand County #MA050019 • Fort Collins, CO #H-169513096 • City of Golden #4068 • Loveland, CO #2852 • City of Lakewood #19226 • Longmont, CO #M00000352 • City of Laramie #3783 • City of Aspen #C005762 • City of Littleton #DI 1375 • City of Avon #CC00685 • Town of Snowmass #0003384 • Town of Breckenridge #42741 • City of Sterling #2012-210 • City of Brighton #CL-08695 • City of Thornton #18356 • City of Broomfield #OL-13-06923 • Town of Windsor #4167 • Boulder County #CON-11-0156 • Town of Vail #M09-0075 Proiects $100.000 - $499.000 Pro iects$500.000-$3.500.000 CSU Eddy Hall; Fort Collins, CO Perkins County Community Hospital; Grant, NE CSU ADL Replacement; Fort Collins, CO Enzi Stem Laboratory Facility; Laramie, WY Independence Pass Residence; Aspen, CO Metro PAR 1088 NTP; Denver, CO Dunkirk Elementary; Denver, CO Ft. Carson Battle Command Ctr; Fort Carson, CO PVH Greeley Emergency Center; Greeley, CO Eastbridge Elementary; Denver, CO SE WY Visitors Center; Cheyenne, WY JBS Swift Odor Control; Greeley, CO Laramie WWTP; Laramie, WY Woollev's Hotel; Denver, CO Vail Mountain View; Vail, CO Westin Resort; Snowmass Village, CO Summitville Mine OU5 WTP; Del Norte, CO CAEDA Business Innovation Center; Casper, WY Grand County Courthouse; Hot Sulphur Springs, CO NCMC 3rd Floor; Greeley, CO Aspen WWTP; Aspen , CO Prairie Waters WWTP; Aurora, CO St. Vrain Schools; Erie, CO Renaissance Uptown Lofts; Denver, CO RM Arsenal Visitors Center; Commerce City, CO Buckley TLF/TV; Denver, CO Buffalo, WY WWTP; Buffalo, WY Mountain View HS; Loveland, CO Denver Public Schools; Vista Academy, CO Climax Molybdenum Mine; Climax, CO \ Lamar Lift Station; Lamar, CO Glenwood Springs WWTF; CO CSM Residence Hall; Golden, CO McCook Community Hospital; WY ROBERT KUCK Kuck Mechanical Contractors, LLC Vice President/Superintendent For the past twenty-seven years, I have been involved in multiple phases of heating, ventilation and air conditioning construction industry. I began my career as a stock boy, then truck driver. I was employed as a sheet metal pre- apprentice before enrolling and graduating from the Union Sheet Metal Apprentice 5-year Program (Local 265, Addison, IL). Since my graduation as a sheet metal journeyman, I have been employed as job foreman and superintendent. My current position is field superintendent and co-owner of Kuck Mechanical Contractors, LLC. While employed by Simonetti Mechanical in Addison, Illinois, I worked on hospitals, schools, industrial plants, office buildings and other commercial construction projects. In 1997, I relocated and accepted a position as field foreman with Horizon Sheet Metal, Inc., Ft. Collins, Colorado in an effort to further my career and give me an opportunity to learn the different aspects of the HVAC business. I worked on design build projects such as DIA Hilton and Ft. Collins Marriott Residence Inn along with commercial projects such as wastewater treatment plants, water treatment plants and many miscellaneous projects at Colorado State University. I also fine-tuned my management skills such as scheduling, purchasing and human relations. In August of 1999, I co-founded Kuck Mechanical Contractors, LLC. I believe that my work ethic, professionalism and craftsmanship and working relationships with other trades as well as surrounding myself with top quality, experienced people will help my business grow and prosper. Training Certified Master Trainer - National Center for Construction Education and Research (NCCER) Master HVAC -Wyoming, Colorado Local 265 Sheet Metal Five-Year Apprenticeship Program, Addison, Illinois Certified Test and Balance Asbestos Abatement Refrigeration Recovery Technical Service OSHA 10 Hour Construction Safety PROJECTS Present: Enzi Stem Laboratory Facility, University of Wyominq, Laramie, WY Salud Dental Remodel, Fort Collins, CO Salud Pharmacy, Fort Collins, CO Hilton Garden Inn, Cheyenne, Wy Past: Denver Public Schools Eastbridge Elementary, Denver, CO Tavelli-Shepardson Elementary, Fort Collins, CO Salud Dental Remodel, Fort Collins CO The Laboratorv-RTU, Fort Collins CO Larimer County ASU Remodel, Fort Collins, CO Edora Pool, Fort Collins, CO Aveda Salon - Centerra, Loveland, CO Xanadu Med Spa, Fort Collins, CO JBS Odor Control; Greeley, CO Poudre High School; Fort Collins, CO Rennaissance Hotel Fireplaces, Denver, CO JBS Dry Ice C02 Exhaust, Greeley, CO Seminole Primarv & HS; Seminole, CO Resurrection School Addition; Loveland, CO Denver University; Denver, CO Holy Name Catholic Church; Steamboat Sprinqs; CO Westin Resort; Snowmass Village, CO Bob Kuck Re&urrie Page 2 PROJECTS Williams Monaco WWTP; Henderson, CO University of WY SFSF; Laramie, WY Glenwood Springs WWTP; Glenwood SPrinqs, CO Memorial Hospital MRI Replacement; Rock Sorinas, WY Crested Butte WWTP; Crested Butte, CO McCook Community Hospital; McCook, NE Laramie River Station; Wheatland, WY Perl Mack Library; Denver, CO Bio Science Fitzsimons; Denver, CO CSU/ERC Lab Remodel; Fort Collins, CO CSU Regulated Materials Handlina; Fort Collins, CO CSU AIDL; Fort Collins, CO Loveland Library; Loveland, CO Kearnev Wastewater Treatment Plant; Kearney, CO Loveland High School Pool; Loveland, CO Colorado School of Mines Residence Hall; Golden, CO Buffalo WWTP; Buffalo, WY Heritaae Hiah School, Littleton, CO Cherry Creek Library; Denver, CO WANG Air Lift; Cheyenne, WY Ted Goggin Kuck Mechanical Contractors, LLC Project Manager Over 22 years of experience in all aspects ofHVAC operations, experience in numerous facets of building construction including; adjusting, project management, quality control, contractor, materials requisition, estimation, and consulting. As owner of a custom home construction company, my responsibilities included production home building, enforcement of building codes, ICC code books, and scheduling, managing projects from ground up to delivery of the finished product. Experience also includes blueprint and plan reading, job site supervision, safety regulations, MSDS log books, and energy requirements. I have excellent working knowledge ofXactimate estimating with Sketch and XactAnalysis. Training/Education/ Affiliations Adjusting 101, Xactimate I, Xactimate II, - US Staffing Adjusting Services, Dallas TX (01/2007) Carpentry-Larimer County Voe-Tech, Fort Collins, CO (08/1996-05/1988) OSHA 30 Hour Certification Projects Present: Sol Nacienda AG Apartments, Fort Morgan, CO Melissa Memorial Hospital, Holyoke, CO Boys & Girls Club of Weld County, Greeley, CO Elderhaus Remodel, Fort Collins, CO Hensel Phelps Fitness Center, Greeley, CO AV AGO Consolidation, Fort Collins, CO Perkins County Community Hospital, Grant, NE Mirasol Green House Homes, Loveland, CO French Hall Northeast Junior College, Sterling, CO Bank of America, Denver, CO Hammer Reservoir, Thornton, CO Maniott Denver City Center Renovation, Denver, CO Past: Industrial Piping Specialists, Loveland, CO Metz Elementary, Denver, CO Fairview Elementary, Denver, CO Sheridan Middle School, Englewood, CO Otis PK-12 School, Otis, CO Garda World, Denver, CO Barone Site Development, Arvada, CO Tucson Rogers Gravel Pit, Brighton CO Xanadu Med Spa, Fort Collins, CO Maniott Denver City Center, Denver, CO The Laboratory Restaurant, Fort Collins, CO The Laboratory- RTU, Fort Collins, CO Westminster Recreation Center, Westminster, CO Renaissance Hotel Fireplaces, Denver, CO A veda Salon, Loveland, CO N01thglenn WTP, Northglenn, CO Sagewood Middle School, Parker, CO Edora Pool, Fort Collins, CO Crunchy Grocer, Loveland, CO HD Eye Care, Highlands Ranch, CO Projects Cunningham Fire Station, Centennial, CO Best W estem, Lakewood, CO Allen WTP, Englewood, CO Dellenbach Motors, Fort Collins, CO CSU Recreation Center, Fort Collins, CO Gary Engell Kuck Mechanical Contractors, LLC Superintendent/Foreman More than 30 years experience in the sheet metal industry. Experience includes shop fabrication, field labor, journeyman installer, project superintendent and currently as a project manager. Since 1990, I have specialized in Industrial HV AC, Odor Controls/Installs involving numerous raw water/waste water, hydro electric, and coal fired power plant projects. Training/Education/ Affiliations OSHA 10 Hour Construction Safety Projects Present: A vago Consolidation; Fort Collins, CO Boulder County Justice Center; Boulder, CO Wash Works Car Wash; Loveland, CO Microsoft Laboratory; Fort Collins, CO Vitamin Cottage; Englewood, CO Battle Command Training Center; Fort Carson, CO Past: CSU Animal Disease Laboratory; Fort Collins, CO Larimer County ASU; Fort Collins, CO Eastbridge Elementary; Denver, CO Dunkirk Elementary; Denver, CO Denver Metro PAR 1085; Denver, CO Marston WTP Headworks; Denver, CO Dakota Lofts; Denver, CO Webber Middle School; Fort Collins, CO Denver Public Housing Residences; Denver, CO Silver Creek High School; Longmont, CO St. Vrain School District Elementary #23, 24, 25 & 26; St Vrain; CO City Service Center; Fort Collins, CO Lincoln Center; Fort Collins, CO Aurora Water Prairie WWTP; Aurora, CO Denver Metro PAR 942; Denver, CO Renaissance Uptown Lofts; Denver, CO Glenwood Springs WWTF; Glenwood Springs, CO University of WY SFSF; Laramie, WY Boulder 75111 St. WWTP; Boulder, CO Vail WWTP, Vail, CO Gillette WY WWTP; Gillette, WY Greeley WWTP; Greeley, CO Jackson WY WWTP; Jackson, WY Longmont WWTP; Longmont, CO Crested Butte WWTP; Crested Butte, CO Aspen/Mid Valley WWTP; Aspen, CO Johnstown WWTP; Johnstown, CO Berthoud WWTP; Berthoud, CO Lone Tree WWTP; Lone Tree, CO SECTION 00430 SCHEDULE OF SUBCONTRACTORS List all subcontractors for the work items listed below and all subcontractors performing over 20% of the contract. ITEM SUBCONTRACTOR Controls Johnson Controls SECTION 00500 AGREEMENT FORMS 00510 Notice of Award 00520 Agreement 00530 Notice to Proceed SECTION 00510 NOTICE OF AWARD DATE: July 22, 2015 TO: Kuck Mechanical Contractors LLC PROJECT: 8136 Senior Center HVAC Renovation Phase I OWNER: CITY OF FORT COLLINS (hereinafter referred to as "the OWNER") You are hereby notified that your Bid dated July 10, 2015 for the above project has been considered. You are the apparent successful Bidder and have been awarded an Agreement for 8136 Senior Center HVAC Renovation Phase I. The Price of your Agreement is Ninety-Eight Thousand Nine Hundred Twenty Dollars ($98,920). Three (3) copies of each of the proposed Contract Documents (except Drawings) accompany this Notice of Award. Three (3) sets of the Drawings will be delivered separately or otherwise made available to you immediately. You must comply with the following conditions precedent within fifteen (15) days of the date of this Notice of Award, that is by August 7, 2015. 1. You must deliver to the OWNER three (3) fully executed counterparts of the Agreement including all the Contract Documents. Each of the Contract Documents must bear your signature on the cover of the page. 2. You must deliver with the executed Agreement three (3) copies of the Certificate of Insurance as described in Section 630. Failure to comply with these conditions within the time specified will entitle OWNER to consider your Bid abandoned, to annul this Notice of Award and to declare your Bid Security forfeited. Within ten (10) days after you comply with those conditions, OWNER will return to you one (1) fully-signed counterpart of the Agreement with the Contract Documents attached. City of Fort Collins OWNER By: Gerry Paul Purchasing Director SECTION 00520 AGREEMENT THIS AGREEMENT is dated as of the 22nd day of July in the year of 2015 and shall be effective on the date this AGREEMENT is signed by the City. The City of Fort Collins (hereinafter called OWNER) and Kuck Mechanical Contractors LLC (hereinafter called CONTRACTOR) OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: ARTICLE 1. WORK CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents. The Project for which the Work under the Contract Documents may be the whole or only a part is defined as the construction of the 8136 Senior Center HVAC Renovation Phase I. ARTICLE 2. ENGINEER The Project has been designed by RB+B Architects. The City of Fort Collins Operation Services Department, who is hereinafter called ENGINEER , will assume all duties and responsibilities and will have the rights and authority assigned to ENGINEER in the Contract Documents in connection with completion of the Work in accordance with the Contract Documents. ARTICLE 3. CONTRACT TIMES 3.1 Phase I of the Senior Center HVAC Renovation will take place in two parts: A. The Work during Part A of Phase I shall commence July 28th and be Substantially Complete by August 10th. This work includes the installation of gym and pool fans, ductwork modification, and other supporting tasks. B. The Work during Part B of Phase I shall commence October 1st and be Substantially Complete October 31st. This work includes the removal of the old RTU unit, installation of the new RTU unit, and other supporting tasks. The Work shall be Substantially Complete for Part A by August 10th and for Part B by October 31st as provided in the General Conditions and completed and ready for Final Payment and Acceptance in accordance with the General Conditions within thirty (30) calendar days of October 31st. 3.2. Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not completed within the times specified in paragraph 3.1. above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. They also recognize the delays, expenses and difficulties involved in proving in a legal preceding the actual loss suffered by OWNER if the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as Liquidated damages for delay (but not as penalty) CONTRACTOR shall pay OWNER the amounts set forth hereafter. 1) Substantial Completion: Five Hundred Dollars ($500) for each calendar day or fraction thereof that expires after August 10th for Part A and October 31st for Part B for Substantial Completion of the Work until the Work is Substantially Complete. 2) Final Acceptance: After Substantial Completion, Two Hundred Fifty Dollars ($250) for each calendar day or fraction thereof that expires after October 31st for Final Payment and Acceptance until the Work is ready for Final Payment and Acceptance. ARTICLE 4. CONTRACT PRICE 4.1 OWNER shall pay CONTRACTOR for performance of the Work in accordance with the Contract Documents in current funds as follows: Ninety-Eight Thousand Nine Hundred Twenty Dollars ($98,920), in accordance with Section 00300, attached and incorporated herein by this reference. ARTICLE 5. PAYMENT PROCEDURES CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by ENGINEER as provided in the General Conditions. 5.1. PROGRESS PAYMENTS. OWNER shall make progress payments on account of the Contract Price on the basis of CONTRACTOR's Application for Payment as recommended by ENGINEER, once each month during construction as provided below. All progress payments will be on the basis of the progress of the Work measured by the schedule of values established in paragraph 2.6 of the General Conditions and in the case of Unit Price Work based on the number of units completed, and in accordance with the General Requirements concerning Unit Price Work. 5.1.1. Prior to Substantial Completion, Owner will be entitled to withhold as contract retainage five percent (5%) of each progress payment, but, in each case, less the aggregate of payments previously made and less such amounts as ENGINEER shall determine, or OWNER may withhold, in accordance with paragraph 14.7 of the General Conditions. If , in the sole discretion of Owner, on recommendation of Engineer, Owner determines that the character and progress of the Work have been satisfactory to OWNER and ENGINEER, OWNER may determine that as long as the character and progress of the Work remain satisfactory to them, there will be no additional retainage on account of Work completed in which case the remaining progress payments prior to Substantial Completion will be in an amount equal to 100% of the Work completed. 95% of materials and equipment not incorporated in the Work (but delivered, suitably stored and accompanied by documentation satisfactory to OWNER as provided in paragraph 14.2 of the General Conditions) may be included in the application Section 00520 Page 3 for payment. 5.1.2. Upon Substantial Completion of Part B payment will be made in an amount sufficient, if necessary, to increase total payments to CONTRACTOR to 95% of the Contract Price, less such amounts as ENGINEER shall determine or OWNER may withhold in accordance with paragraph 14.7 of the General Conditions or as provided by law. 5.2. FINAL PAYMENT. Upon Final Completion and Acceptance of the Work in accordance with paragraph 14.13 of the General Conditions, OWNER shall pay the remainder of the Contract Price as recommended by ENGINEER as provided in said paragraph 14.13. ARTICLE 6. CONTRACTOR'S REPRESENTATION In order to induce OWNER to enter into this Agreement, CONTRACTOR makes the following representations: 6.1. CONTRACTOR has familiarized himself with the nature and extent of the Contract Documents, Work, site, locality, and with all local conditions and Laws and Regulations that in any manner may affect cost, progress, performance or furnishing of the Work. 6.2. CONTRACTOR has studied carefully all reports of explorations and tests of subsurface conditions and drawings of physical conditions which are identified in the Supplementary Conditions as provided in paragraph 4.2 of the General Conditions. 6.3. CONTRACTOR has obtained and carefully studied (or assumes responsibility for obtaining and carefully studying) all such examinations, investigations, explorations, tests, reports, and studies (in addition to or to supplement those referred to in paragraph 6.2 above) which pertain to the subsurface or physical condition at or contiguous to the site or otherwise may affect the cost, progress, performance or furnishing of the Work as CONTRACTOR considers necessary for the performance or furnishing of the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provisions of paragraph 4.2 of the General Conditions; and no additional examinations, investigations, explorations, tests, reports, studies or similar information or data are or will be required by CONTRACTOR for such purposes. 6.4. CONTRACTOR has reviewed and checked all information and data shown or indicated on the Contract Documents with respect to existing Underground Facilities at or contiguous to the site and assumes responsibility for the accurate location of said Underground Facilities. No additional examinations, investigations, explorations, tests, reports, studies or similar information or data in respect of said Underground Facilities are or will be required by CONTRACTOR in order to perform and furnish the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provision of paragraph 4.3. of the General Conditions. 6.5. CONTRACTOR has correlated the results of all such observations, examinations, investigations, tests, reports and data with the terms and conditions of the Contract Documents. 6.6. CONTRACTOR has given ENGINEER written notice of all conflicts, errors or discrepancies that he has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR. ARTICLE 7. CONTRACT DOCUMENTS 7.1 The Contract Documents which comprise the entire Agreement between OWNER and CONTRACTOR concerning the Work consist of the General Conditions, Supplementary Conditions, those items included in the definition of “Contract Documents” in Article 1.10 of the General Conditions, and such other items as are referenced in this Article 7, all of which are incorporated herein by this reference. 7.2 Forms for use by CONTRACTOR in performing the Work and related actions in carrying out the terms of this Agreement are deemed Contract Documents and incorporated herein by this reference, and include, but are not limited to, the following: 7.2.1 Certificate of Substantial Completion 7.2.2 Certificate of Final Acceptance 7.2.3 Lien Waiver Releases 7.2.4 Consent of Surety 7.2.5 Application for Exemption Certificate 7.2.6 Application for Payment 7.3 Drawings, consisting of a cover sheet and sheets numbered as follows: The Contract Drawings shall be stamped "Final for Construction" and dated. Any revisions made shall be clearly identified and dated. 7.4. Addenda Numbers 1 to 2, inclusive. 7.5. The Contract Documents also include all written amendments and other documents amending, modifying, or supplementing the Contract Documents pursuant to paragraphs 3.5 and 3.6 of the General Conditions. 7.6. There are no Contract Documents other than those listed or incorporated by reference in this Article 7. The Contract Documents may only be amended, modified or supplemented as provided in paragraphs 3.5 and 3.6 of the General Conditions. ARTICLE 8. MISCELLANEOUS 8.1. Terms used in this Agreement which are defined in Article I of the General Conditions shall have the meanings indicated in the General Conditions. 8.2. No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and specifically but not without limitations, moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment no assignment will release or discharge that assignor from any duty or responsibility under the Contract Document. 8.3. OWNER and CONTRACTOR each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect to all covenants, Agreement and obligations contained in the Contract Document. OWNER: CITY OF FORT COLLINS CONTRACTOR: KUCK MECHANICAL CONTRACTORS LLC By: By: GERRY PAUL PURCHASING DIRECTOR PRINTED Date: Title: Date: Attest: City Clerk Address for giving notices: P. O. Box 580 Fort Collins, CO 80522 Approved as to Form Address for giving notices: Assistant City Attorney License No.: SECTION 00530 NOTICE TO PROCEED Description of Work: 8136 Senior Center HVAC Renovation Phase I To: Kuck Mechanical Contractors LLC This notice is to advise you: That the contract covering the above described Work has been fully executed by the CONTRACTOR and the OWNER. That the required CONTRACTOR's Performance Bond and Payment Bond have been received by the OWNER. That the OWNER has approved the said Contract Documents. Therefore, as the CONTRACTOR for the above described Work, you are hereby authorized and directed to proceed within ( ) calendar days from receipt of this notice as required by the Agreement. Dated this day of , 20 . The dates for Substantial Completion for Part A is August 10th 2015, and for Part B is October 31st, 2015. Final Acceptance shall be October 31st 2015. City of Fort Collins OWNER By: Title: ACKNOWLEDGMENT OF NOTICE Receipt of the above Notice to Proceed is hereby acknowledged this day of , 20__. CONTRACTOR: Kuck Mechanical Contractors LLC By: Title: SECTION 00600 BONDS AND CERTIFICATES 00630 Certificate of Insurance 00635 Certificate of Substantial Completion 00640 Certificate of Final Acceptance 00650 Lien Waiver Release (CONTRACTOR) 00660 Consent of Surety 00670 Application for Exemption Certificate SECTION 00630 CERTIFICATE OF INSURANCE CONTRACTOR shall insert his own standard form for Certificate of Insurance in accordance with the following requirements: 1. The Contractor will provide, from insurance companies acceptable to the City, the insurance coverage designated hereinafter and pay all costs. Before commencing work under this bid, the Contractor shall furnish the City with certificates of insurance showing the type, amount, class of operations covered, effective dates and date of expiration of policies, and containing substantially the following statement: “The insurance evidenced by this Certificate will not reduce coverage or limits and will not be cancelled, except after thirty (30) days written notice has been received by the City of Fort Collins.” In case of the breach of any provision of the Insurance Requirements, the City, at its option, may take out and maintain, at the expense of the Contractor, such insurance as the City may deem proper and may deduct the cost of such insurance from any monies which may be due or become due the Contractor under this Agreement. The City, its officers, agents and employees shall be named as additional insureds on the Contractor’s general liability and automobile liability insurance policies for any claims arising out of work performed under this Agreement. 2. Insurance coverages shall be as follows: A. Workers' Compensation & Employer's Liability. The Contractor shall maintain during the life of this Agreement for all of the Contractor's employees engaged in work performed under this agreement: 1. Workers' Compensation insurance with statutory limits as required by Colorado law. 2. Employer's Liability insurance with limits of $100,000 per accident, $500,000 disease aggregate, and $100,000 disease each employee. B. Commercial General & Vehicle Liability. The Contractor shall maintain during the life of this Agreement such commercial general liability and automobile liability insurance as will provide coverage for damage claims of personal injury, including accidental death, as well as for claims for property damage, which may arise directly or indirectly from the performance of work under this Agreement. Coverage for property damage shall be on a "broad form" basis. The amount of insurance for each coverage, Commercial General and Vehicle, shall not be less than $1,000,000 combined single limits for bodily injury and property damage. In the event any work is performed by a subcontractor, the Contractor shall be responsible for any liability directly or indirectly arising out of the work performed under this Agreement by a subcontractor, which liability is not covered by the subcontractor's insurance SECTION 00635 CERTIFICATE OF SUBSTANTIAL COMPLETION TO: CITY OF FORT COLLINS (OWNER) DATE OF SUBSTANTIAL COMPLETION: PROJECT TITLE: 8136 Senior Center HVAC Renovation Phase I PROJECT OR SPECIFIED PART SHALL LOCATION: Fort Collins, Colorado INCLUDE: OWNER: City of Fort Collins CONTRACTOR: Kuck Mechanical Contractors LLC CONTRACT DATE: July 22, 2015 The Work performed under this contract has been inspected by authorized representatives of the OWNER, CONTRACTOR, and the ENGINEER and the project or specified part of the project, as indicated above) is hereby declared to be substantially completed on the above date. A tentative list of items to be completed or corrected is appended hereto. This list may not be exhaustive, and the failure to include an item on it does not alter the responsibility of the CONTRACTOR to complete all the Work in accordance with the Contract Documents. ENGINEER AUTHORIZED REPRESENTATIVE DATE The CONTRACTOR accepts the above Certificate of Substantial Completion and agrees to complete and correct the items on the tentative list within the time indicated. CONTRACTOR AUTHORIZED REPRESENTATIVE DATE The OWNER accepts the project or specified area of the project as substantially complete and will assume full possession of the project or specified area of the project at 12:01 a.m., on . The responsibility for heat, utilities, security, and insurance under the Contract Documents shall be as set forth under "Remarks" below. CITY OF FORT COLLINS, COLORADO By: OWNER AUTHORIZED REPRESENTATIVE DATE REMARKS: SECTION 00640 CERTIFICATE OF FINAL ACCEPTANCE , 20__ TO: Kuck Mechanical Contractors LLC Gentlemen: You are hereby notified that on the day of , 20__, the City of Fort Collins, Colorado, has accepted the Work completed by Kuck Mechanical Contractors LLC for the City of Fort Collins project, 8136 Senior Center HVAC Renovation Phase I. A check is attached hereto in the amount of $ as Final Payment for all Work done, subject to the terms of the Contract Documents which are dated July 22, 2015. In conformance with the Contract Documents for this project, your obligations and guarantees will continue for the specified time from the following date:____________ _, 20__. Sincerely, OWNER: City of Fort Collins By: Title: ATTEST: Title: SECTION 00650 LIEN WAIVER RELEASE (CONTRACTOR) TO: City of Fort Collins, Colorado (OWNER) FROM: Kuck Mechanical Contractors LLC (CONTRACTOR) PROJECT: 8136 Senior Center HVAC Renovation Phase I 1. The CONTRACTOR acknowledges having received payment, except retainage from the OWNER for all work, labor, skill and material furnished, delivered and performed by the CONTRACTOR for the OWNER or for anyone in the construction, design, improvement, alteration, addition or repair of the above described project. 2. In consideration of such payment and other good and valuable consideration, the receipt and adequacy of which are hereby acknowledged, the CONTRACTOR voluntarily waives all rights, claims and liens, including but not limited to, mechanic's liens, Miller Act claims (40 U.S.C.A. 270 a and b), stop notices, equitable liens and labor and material bond rights which the CONTRACTOR may now or may afterward have, claim or assert for all and any work, labor, skill or materials furnished, delivered or performed for the construction, design, improvement, alteration, addition or repair of the above described project, against the OWNER or its officers, agents, employees or assigns, against any fund of or in the possession or control of the OWNER, against the project or against all land and the buildings on and appurtenances to the land improved by the project. 3. The CONTRACTOR affirms that all work, labor and materials, furnished, delivered or performed to or for the construction, design, improvement, alteration, addition or repair of the project were furnished, delivered or performed by the CONTRACTOR or its agents, employees, and servants, or by and through the CONTRACTOR by various Subcontractors or materialmen or their agents, employees and servants and further affirms the same have been paid in full and have released in full any and all existing or possible future mechanic's liens or rights or claims against the project or any funds in the OWNER'S possession or control concerning the project or against the OWNER or its officers, agents, employees or assigns arising out of the project. 4. The CONTRACTOR agrees to defend and hold harmless the OWNER, the lender, if any, and the Surety on the project against and from any claim hereinafter made by the CONTRACTOR'S Subcontractors, materialmen, employees, servants, agents or assigns against the project or against the OWNER or its officers, employees, agents or assigns arising out of the project for all loss, damage and costs, including reasonable attorneys fees, incurred as a result of such claims. 5. The parties acknowledge that the description of the project set forth above constitutes and adequate description of the property and improvements to which this Lien Waiver Release pertains. It is further acknowledged that this Lien Waiver Release is for the benefit of and may be relied upon by the OWNER, the lender, if any, and Surety on any labor and material bonds for the project. Signed this day of , 20__. CONTRACTOR: KUCK MECHANICAL CONTRACTORS LLC By: Title: ATTEST: Secretary STATE OF COLORADO ) )ss. COUNTY OF LARIMER ) Subscribed and sworn to before me this day of 20__, by . Witness my hand and official seal. Notary Public My Commission Expires: SECTION 00660 CONSENT OF SURETY TO: City of Fort Collins, Colorado (hereinafter referred to as the "OWNER") CONTRACTOR: Kuck Mechanical Contractors LLC PROJECT: 8136 Senior Center HVAC Renovation Phase I CONTRACT DATE: July 22, 2015 In accordance with the provisions of the Contract between the OWNER and the CONTRACTOR as indicated above, for . (Surety) on bond of hereby approves of the Final Payment to the CONTRACTOR, and agrees that Final Payment to the CONTRACTOR shall not relieve the Surety Company of any of its obligations to the OWNER, as set forth in the said Surety Company's Bond. IN WITNESS WHEREOF, the Surety Company has hereunto set its hand this day of , 20____ . (Surety Company) By: ATTACH: Power of Attorney and Certificate of Authority of Attorney(s)-in-Fact. SECTION 00670 APPLICATION FOR EXEMPTION CERTIFICATE Special Notice Contractors who have completed this application in the past, please note the following changes in procedure: The Department will no longer issue individual Certificates of exemption to subcontractors. Only prime contractors will receive a Contractor’s Exemption Certificate on exempt projects. Upon receipt of the Certificate, the prime contractor should make a copy for each subcontractor involved in the project and complete it by filling in the subcontractor’s name and address and signing it. The original Certificate should always be retained by the prime contractor. Copies of all Certificates that the prime contractor issued to subcontractors should be kept at the prime contractor’s place of business for a minimum of three years and be available for inspection in the event of an audit. Once an 89# has been assigned to you, please use the next five numbers following it for any applications submitted for future projects. This should be your permanent number. For instance, if you were assigned 89-12345-0001, every application submitted thereafter should contain 89-12345 on the application. The succeeding numbers will be issued by the Department of Revenue. DO NOT enter what you believe to be the next in sequence as this may delay processing of your application. SECTION 00700 GENERAL CONDITIONS SECTION 00800 SUPPLEMENTARY CONDITIONS SECTION 00800 SUPPLEMENTARY CONDITIONS Conditions of the Contract These Supplementary Conditions amend or supplement the General Conditions of the Construction Contract (EJCDC General Conditions 1910-8, 1990 edition with City of Fort Collins modifications) and other provisions of the Contract Documents as indicated below. SC-5.4.8 Limits of Liability A. Add the following language at the end of paragraph 5.4.8. The limits of liability for the insurance required by the paragraph numbers of the General Conditions listed below are as follows: 5.4.1 and 5.4.2 Coverage A - Statutory Limits Coverage B - $100,000/$100,000/$500,000 5.4.3 and 5.4.5 Commercial General Liability policy will have limits of $1,000,000 combined single limits (CSL). This policy will include coverage for Explosion, Collapse, and Underground coverage unless waived by the Owner. 5.4.6 The Comprehensive Automobile Liability Insurance policy will have limits of $1,000,000 combined single limits (CSL). 5.4.9 This policy will include completed operations coverage/product liability coverage with limits of $1,000,000 combined single limits (CSL). SC-8.10 OWNER’s Project Manager A. Add the following language to ARTICLE 8: 8.10. The OWNER will provide a Project Manager. The CONTRACTOR shall direct all questions concerning Contract interpretation, Change Orders, and other requests for clarification or instruction to the Project Manager. 8.10.1 Authority: The Project Manager will be the OWNER's representative during the construction of the project. The Project Manager shall have the authority set forth in the OWNER's Capital Project Procedures Manual. The Project Manager shall have the authority to reject work and materials whenever such rejection may be necessary to ensure the proper performance of the Work in accordance with the Contract Documents. 8.10.2 Duties and Responsibilities: The Project Manager will make periodic visits to the project site to observe the progress and quality of the Work and to determine, in general, if the Work is proceeding in accordance with the Contract Documents. The Project Manager shall not be required to make comprehensive or continuous inspections to check the progress or quality of the Work. The Project Manager shall not be responsible for construction means, methods, techniques, sequences, or procedures, or for safety precautions or programs in connection with the Work, or for any failure of the Contractor to comply with laws and regulation applicable to the performance or furnishing of the Work. Visits and observations made by the Project Manager shall not relieve the CONTRACTOR of his obligation to conduct comprehensive inspections of the Work, to furnish materials and perform acceptable Work, and to provide adequate safety precautions in conformance with the Contract Documents. The Project Manager shall at all times have access to the Work. The CONTRACTOR shall provide facilities for such access so the Project Manager may perform his or her functions under the Contract Documents. 8.10.3 One or more Resident Construction Inspector(s) (RCI) may be assigned to assist the Project Manager in providing observation of the Work, to determine whether or not the Work is proceeding according to the construction documents. CONTRACTOR will receive written notification from the OWNER of any RCI assignments. The RCI shall not supervise, direct or have control or authority over, nor be responsible for, CONTRACTOR's means, methods, techniques, sequences or procedures of construction or the safety precautions and programs incident thereto, or for any failure of CONTRACTOR to comply with Laws and Regulations applicable to the furnishing or performance of the Work. The RCI will not be responsible for CONTRACTOR's failure to perform or furnish the Work in accordance with the Contract Documents. The RCI's dealings in matters pertaining to the on-site work will be to keep the Project Manager properly apprised about such matters. 8.10.4 Communications: All instructions, approvals, and decisions of the Project Manager shall be in writing. The CONTRACTOR may not rely on instructions, approvals, or decisions of the Project Manager until the same are reduced to writing. SC-12.3 Add the following language to the end of paragraph 12.3. Contractor will include in the project schedule zero (0) days lost due to abnormal weather conditions. SC-13.12 Correction Period: 13.12.1 If within one year after the date of Substantial Completion of Part B or such longer period of time as may be prescribed by Laws or Regulations or by the terms of any applicable special guarantee required by the Contract Documents or by any specific provision of the Contract Documents, an Work is found to be defective, CONTRACTOR shall promptly, without cost to OWNER and in accordance with OWNER’s written instructions . . . SC-12.3 Add the following language to the end of paragraph 12.3. Contractor will include in the project schedule zero (0) days lost due to abnormal weather conditions. SECTION 00900 ADDENDA, MODIFICATIONS AND PAYMENT 00950 Contract Change Order 00960 Application for Payment SECTION 00950 CHANGE ORDER NO. PROJECT TITLE: 8136 Senior Center HVAC Renovation Phase I CONTRACTOR: Kuck Mechanical Contractors LLC PROJECT NUMBER: 8136 DESCRIPTION: 1. Reason for change: 2. Description of Change: 3. Change in Contract Cost: 4. Change in Contract Time: ORIGINAL CONTRACT COST $ .00 TOTAL APPROVED CHANGE ORDER .00 TOTAL PENDING CHANGE ORDER .00 TOTAL THIS CHANGE ORDER .00 TOTAL % OF THIS CHANGE ORDER % TOTAL C.O.% OF ORIGNINAL CONTRACT % ADJUSTED CONTRACT COST $ .00 (Assuming all change orders approved) ACCEPTED BY: DATE: Contractor's Representative ACCEPTED BY: DATE: Project Manager REVIEWED BY: DATE: Title: APPROVED BY: DATE: Title: APPROVED BY: DATE: Purchasing Agent over $30,000 cc: City Clerk Contractor Engineer Project File Architect Purchasing SECTION 00960 APPLICATION FOR PAYMENT L-14-103-Scope(phasing)-Narrative Page 1 of 2 06/05/2015 Date: June 5, 2015 Re: Fort Collins Senior Center, HVAC renovations MECHANICAL SYSTEM SCOPE NARRATIVE Building Description: The scope of this work includes the replacement of all existing HVAC systems at the Fort Collins Senior Center, excluding the work previously done as part of the recent addition unless noted otherwise. Contractor(s) to review all drawings and supplemental information and provide input on project phasing of work to provide for the least amount of building shutdown time. Systems overview: Refer to supplemental sheets MS.1, MS.2 and MS.3 for color coded systems scope plan. Additionally, refer to the mechanical plans for detailed scope of work. Phase 1 Pool & Gym fans: (Sheets MS.2, MS.3 (Red color coding) and drawings M1.2, M1.3, M2.2 and M2.3): Phase 1 consists of replacement of the pool unit and installation of Big Ass Ceiling fans in the Pool and Gym. The pool area is currently served by existing Dehumidification unit DHU-1. Existing unit is to be removed and replaced with a new unit ERV-5. Work associated with this phase can be completed, and operate independently of the Water Source heat pump system(s). Note that pool ERV-5 and Big Ass Fans for the pool are provided by the owner, installed by the Contractor. Big Ass Fans for the Gym are to be provided and installed by the Contractor. Phase 2 Multi-Purpose East Half (Sheet MS.1 (Green color coding) and drawings M1.1, M1.3, M2.1, M2.4 and M3.1): This area is currently served by existing RTU-2 operating in a VVT configuration. Removal of existing RTU-2 will render existing VAV/VVT boxes in this area inoperable. New work associated with this area includes WSHP's for each room as indicated in the mechanical plans, as well as installation of new cooling tower CT-2 in place of removed RTU-2. Multi-Purpose West Half (Sheet MS.1 (Yellow color coding) and drawings M1.1, M1.3, M2.1, M2.4 and M3.1): This area is currently served by existing RTU-1 operating in a VVT configuration. Removal of existing RTU-1 will render existing VAV/VVT boxes in this area inoperable. New work associated with this area includes WSHP's for each room as indicated in the mechanical plans, as well as installation of new ERV-3 in place of removed RTU-1. Page 2 of 2 New Mechanical Room (Sheet MS.1 (Cyan color coding) and drawings M1.1, M2.1, M3.1, M7.1 and M7.2): This area is to house the new water source heat pump system central plant that serves the North half of the building. Installation of this room/equipment can be considered a project phase and installed prior to removal of existing systems. Phase 2A Kitchen (Sheet MS.1 (Magenta color coding) and drawings M1.1, M1.3, M2.1, M2.4 and M8.3): The existing kitchen cooking and dishwashing hoods and fans are to be removed and replaced with new. Additionally, a new make-up air unit is to be installed to serve the kitchen. This work can be completed, and operate independently of the Water Source heat pump system. Phase 3 South Wing: (Sheets MS.1, MS.2, MS.3 (Brown color coding) and drawings M1.1, M1.2, M1.3, M2.1, M2.2, M2.3 and M3.2): This area is currently served by existing RTU-3 operating in a VVT configuration. Removal of existing RTU-3 will render existing VAV/VVT boxes in this area inoperable. New work associated with this area includes WSHP's for each room as indicated in the mechanical plans, as well as installation of new ERV-4 in place of removed RTU-3. Gym: (Sheet MS.2, MS.3 (Blue color coding) and drawings M1.2, M1.3, M2.2, M2.3 and M3.2): The Gym is currently served by existing RTU-4. This existing unit is to be removed and replaced with new roof mounted WSHP-42. Additional work required to make this area operational will be the installation of new heat exchanger, pumps and piping distribution to the new roof mounted WSHP. New heat exchanger and pumps will be located in the existing mechanical room. Thank you and if you have any questions, please call our office. Respectfully, Aaron Coy, P.E. DN W/D MULTI-PURPOSE WEST HALF PHASE 2 MULTI-PURPOSE EAST HALF PHASE 2 EXISTING MULTI-PURPOSE ADDITION EXISTING ADMIN KITCHEN ADDITION PHASE 2A NEW MECHANICAL ROOM PHASE 2 SOUTH WING PHASE 3 REFER TO WRITTEN NARRATIVE AND MECHANICAL PLANS FOR FURTHER DETAIL AND EXPLANATION OF SCOPES OF WORK. Phone ................... 970-556-0570 E-Mail ................... Front-Desk@Int-Mech.com Address ................ 223 Linden St., Suite 204 Fort Collins, CO 80524 SHEET NO. CALCULATED BY: JOB: SHEET REFERENCE: OF DATE ? 1 3 MS.1 MS.1 AAC Fort Collins Senior Center HVAC Remodel 06/05/2015 SCALE: MULTIPURPOSE AREA SCOPE PLAN NONE MATCH LINE MS.2 UP UP 123 POOL PHASE 1 GYM PHASE 3 SOUTH WING PHASE 3 REFER TO WRITTEN NARRATIVE AND MECHANICAL PLANS FOR FURTHER DETAIL AND EXPLANATION OF SCOPES OF WORK. Phone ................... 970-556-0570 E-Mail ................... Front-Desk@Int-Mech.com Address ................ 223 Linden St., Suite 204 Fort Collins, CO 80524 SHEET NO. CALCULATED BY: JOB: SHEET REFERENCE: OF DATE ? 23 MS.2 MS.2 AAC Fort Collins Senior Center HVAC Remodel 06/05/2015 MATCH LINE MS.1 SCALE: LOWER LEVEL SOUTH SCOPE PLAN NONE K L M N P X1 Q R S T 2 GYM PHASE 3 SOUTH WING PHASE 3 GYM FANS PHASE 1 REFER TO WRITTEN NARRATIVE AND MECHANICAL PLANS FOR FURTHER DETAIL AND EXPLANATION OF SCOPES OF WORK. Phone ................... 970-556-0570 E-Mail ................... Front-Desk@Int-Mech.com Address ................ 223 Linden St., Suite 204 Fort Collins, CO 80524 SHEET NO. CALCULATED BY: JOB: SHEET REFERENCE: OF DATE ? 33 MS.3 MS.3 AAC Fort Collins Senior Center HVAC Remodel 06/05/2015 SCALE: UPPER LEVEL SOUTH SCOPE PLAN NONE June 5, 2015 Fort Collins Senior Center HVAC Renovations ARCHITECTURAL SCOPE NARRATIVE Please refer to mechanical supplemental sheets MS.1, MS.2 and MS.3 for graphic representation of general phase areas. Phase 1 Phase 1 consists of adding fans to the gym and pool as well as replacing the mechanical unit serving the pool. There shall be new 4” cmu walls added to the east end of the gym near the locker room entries in order to provide new duct chases down to the floor. These walls shall have new handrails similar to the existing handrails in the same location and the walls shall be painted. The existing sound baffles above the pool shall be relocated per the drawings in order to avoid conflicting with the new fans. Patch and repair roof where new mechanical units do not align with old openings. Finally, all new exposed ductwork, structural elements and conduit shall be painted to match the existing ceilings in both rooms. Phase 2 Phase 2 consists of work in the north wing of the building. Architecturally, the new work consists of relocating the existing laundry room to a new location, adding walls, doors, shelving, flooring, and ceilings per the drawings. Patch and repair roof where new mechanical units do not align with old openings. Extensive removal of ceiling tile and reinstallation at the end of the work will be necessary. Phase 2A There is no architectural work proposed for Phase 2A beyond necessary patch and repair due to mechanical and electrical changes. Phase 3 Phase 3 consists of work in the south wing of the building. Architecturally, the work consists of demolishing areas of the ceiling in the locker rooms and patching those areas once mechanical and electrical work is complete. In addition, the GC shall add three (3) roof ladders per the drawings in this phase. Patch and repair roof where new mechanical units do not align with old openings. Finally, painting all exposed new ductwork, structural elements and conduit as well as general patching and repairing any damage caused by construction shall be required. Date: June 4, 2015 RE: Fort Collins Senior Center, HVAC Renovation Project STRUCTURAL SYSTEM SCOPE NARRATIVE Building Description: The scope of this work includes the support and modifications to the existing roof structure to support new and replaced mechanical equipment in the original portion of the building, excluding the portion of the building that was added as part of the recent addition unless noted otherwise on plan. Contractor(s) to review all drawings and supplemental information to provide input on project phasing in order to provide the least amount of disruption to the general function of the building. Structural Work Overview: Refer to mechanical supplemental sheets MS.1, MS.2 and MS.3 for color coded systems scope plan related to the associated mechanical upgrades and changes. Additionally, refer to the structural plans for detailed scope of work. Phase 1 Pool & Gym fans: (Sheets MS.2, MS.3 (Red Color Coding) and drawing S1.0 and S2.3): Phase 1 consists of replacement of the pool dehumidification unit and installation of Big Ass Ceiling fans in the pool and gymnasium. The structural modifications associated with this work include modifying existing roof penetrations, adding new wide flange framing, channel framing and angle frames. The owner requests that this work be performed at times of day that will minimize impacts to normal operations of the facility. The contractor(s) shall coordinate with the owner to have all structural modifications and infrastructure in place to allow completion of the dehumidification installation during an approximate 10-day shutdown of the pool and gymnasium area. It shall be assumed that the pool will remained filled throughout the duration of the structural work in the pool and that scaffolding and/or lifts will be required to complete the installation of the structural members and Big Ass fans in the pool area. Phase 2 Multi-Purpose East Half (Sheet MS.1 (Green Color Coding) and drawings S1.0 and S2.4): Phase 2 involves the removal of existing RTU-2 and installation of CT-2. The existing concrete curb shall remain in place and CT-2 shall be installed over the same footprint as the existing RTU-2. The existing roof penetrations shall be infilled with metal decking to match the existing roof decking. Additional work associated with phase 2 is the installation of the new WSHP for each room. Refer to detail 6/S1.0 for support of WSHP’s from the existing open web roof joists. Completion of this work shall be coordinated with the owner to minimize the impacts to the daily operation of the building and/or to coordinate with the yearly shutdown of this portion of the building. Multi-Purpose West Half (Sheet MS.1 (Yellow Color Coding) and drawings S1.0 and S2.4): Phase 2 also involves the removal of existing RTU-1 and installation of new ERV-3. The existing concrete curb shall remain in place and ERV-3 shall be installed over the same footprint as the existing RTU-1 using the existing roof penetrations if possible. Any abandoned roof penetrations shall be infilled with metal decking to match the existing roof decking. The structural modifications associated with this work include modifying existing roof penetrations, adding new channel framing and angle frames. Additional work associated with phase 2 is the installation of the new WSHP for each room. Refer to detail 6/S1.0 for support of WSHP’s from the existing open web roof joists. Completion of this work shall be coordinated with the owner to minimize the impacts to the daily operation of the building and/or to coordinate with the yearly shutdown of this portion of the building. New Mechanical Room (Sheet MS.1 (Cyan Color Coding)): No structural modifications to the existing structure are associated with this portion of work. Phase 2A Kitchen (Sheet MS.1 (Magenta Color Coding) and drawings S1.0 and S2.4): A new make-up air unit is to be installed during this phase of work. Structural modifications associated with this work include modifying existing roof penetrations, adding new channel framing and angle frames. Completion of this work shall be coordinated with the owner to minimize the impacts to the daily operation of the building and/or to coordinate with the yearly shutdown of this portion of the building. Phase 3 South Wing: (Sheets MS.1, MS.2, MS.3 (Brown Color Coding) and drawings S1.0 and S2.3 and S2.4): Phase 3 involves the removal of existing RTU-3 and installation of new ERV-4. ERV-4 shall be installed over the same footprint as the existing RTU-3 using the existing roof penetrations if possible. Any abandoned roof penetrations shall be infilled with metal decking to match the existing roof decking. The structural modifications associated with this work include modifying existing roof penetrations, adding new channel framing and angle frames. Additional work associated with phase 3 is the installation of the new WSHP for each room. Refer to detail 6/S1.0 for support of WSHP’s from the existing open web roof joists. Completion of this work shall be coordinated with the owner to minimize the impacts to the daily operation of the building and/or to coordinate with the yearly shutdown of this portion of the building. Gym: (Sheet MS.2, MS.3 (Blue Color Coding) and drawings S1.0 and S2.3): Phase 3 also involves the removal of existing RTU-4 and installation of new WSHP-42. WSHP-42 shall be installed over the same footprint as the existing RTU-4 using the existing roof penetrations if possible. Any abandoned roof penetrations shall be infilled with metal decking to match the existing roof decking. The structural modifications associated with this work include modifying existing roof penetrations, adding new channel framing and angle frames. Completion of this work shall be coordinated with the owner to minimize the impacts to the daily operation of the building and/or to coordinate with the yearly shutdown of this portion of the building. Please contact our office if you have any questions regarding this information. Regards, Eric Richards, P.E. ____________________________________________________________________________________________ 1 Memo DATE: June 2, 2015 PROJECT: Fort Collins Senior Center, HVAC Renovations PROJECT NO: APS..502-15 ELECTRICAL SYSTEM PHASING: 1. Refer to mechanical system narrative which indicates color coded floor plans regarding phasing. 2. The following indicates the proposed electrical phasing for this project, refer to electrical drawings for more details regarding each phase:  Phase No.1: Pool & Gym Areas (Electrical sheets ED.2 & E2.2 and related schedule sheets)  Provide electrical connection for new ERV-5 pool unit.  Provide electrical connection for new ceiling fans CF -1 thru CF-4.  Electrical demolition for equipment to be removed.  Phase No.2: Multi-Purpose Areas (Electrical sheets ED.1, E1.1 & E2.1 and related schedule sheets)  Replace existing corridor wall sconces with new.  Provide electrical for new ceiling fans.  Provide electrical for relocated laundry equipment.  Provide new panels and mechanical equipment connections at new mechanical equipment room (numerous pumps and boilers).  Provide electrical connections for new water source heat pumps, ERV-3 & CT-3.  Provide electrical connections for kitchen equipment KEF-1, MAU-1 & hood shutdown system.  Electrical demolition for equipment to be removed.  Phase No.3: South Building Area & Gym Area (Electrical sheets ED.2 & E2.2 and related schedule sheets)  Provide electrical connections for new water source heat pumps, ERV-4 & pump units at existing mechanical equipment room.  Electrical demolition for equipment to be removed. SIGNED: RANDY J. BREMMER Design Consultant Adonai Professional Services, Inc. (APS, Inc.) Electrical Engineers Telephone: (970) 206-0269 JBS USA LLC JBS USA LLC Midlands Mechanical Cherry Creek School Distr. Moltz Construction City of Glenwood Moltz Construction CO Dept of Public Health Adams County Plumbing Colorado School Of Mines FCI St. Vrain School Distr. GH Phipps Red Rocks Medical Office Properties C&B Plumbing US Fish & Wildlife Asian Construction Town of Crested Butte Coe Construction Banner Health WO Danielson Boulder Valley School Distr. Asian Construction City of Lamar Corporate Plumbing Thompson School Distr. Phillips P&H Rangeview Library Distr. McCauley Constrcutors Front Range Comm. College Garney Companies East Cherry Creek Valley Water JBS USA LLC JBS USA LLC RN Civil CO Dept of Natural Resources Mechanical Systems, Inc. Cheyenne Reg. Med. Center Red Willow JBS USA LLC Design Mechanical Dept. of Veterans Affairs Phillips P&H Denver Public Schools Adams County Plumbing Red Rocks Medical Mechanical Systems, Inc. Albany County MD Heating & Air Weld County School Distr. Brinkman Construction Poudre Valley Health Care Alliance Construction Solutions Memorial Hospital Midlands Mechanical Douglas County School District ENGINEER AMOUNT ARCHITECT/ CONTRACT States West Water Resources $ 392,922.00 MKK ·--~--97;493:00 NIKA Engineering --··r-162,274.oo MKK $ 878,532.00 --·---C-A. -· E. Associates, Inc. $ 52,500.00 ------- Beaudin Ganze $ 552,000.00 URS $--98,358.00 Gator Ruma & Associates $ 68,021.00 RMH Group $ 195,550.00 Black & Veatch $ 144,129.00 . HOR ... $ 885,609.00 HB&A $ 221,583.00 JBS USA LLC $ 251,784.00 H&L $ 278,507.00 Tetra Tech $ 717,745.00 EMC Engineers $ 490,807.00 H&L .. $ 329,312.00 Hutton Architecture $ 167,324.00 Gator Ruma & Associates $ 269,999.00 US Dept. of Interior $ 312,907.00 HOR $ 49,753.00 ---- Gator Ruma & Associates ··--- -$--524,177.00 Envision Mechanical Eng. $ 898,738.00 ------ ---------- The Engineering Company $ 115,553.00 ME i::ngineers, Inc. ~$ 191,790.00 - --·-.---------- Animas Engineering $ 69,784.00 SBEC Engineering $ 64,377.00 COM $ 384,843.00 JBS USA LLC $ 52,619.00 The Engineering Company $ 117,777.00 Davis Partnership, P.C. $ 66,808.00 JBS USA LLC $ 189,953.00 Design Mechanical $ 155,000.00 ME Engineers, Inc. $ 327,703.00 Boulder Associates $ 86,078.00 Malone Belton Abel/MKK $ 106,728.00 MD Heating & Air $ 92,081.00 -··- Gator Ruma & Associates $ 264,722.00 -·-· Smith Seckman Reid.inc. $ 75,893.00 --- Yon Tanner Architecture, PC $ 160,710.00 Kimmel Mechanical, Inc. Vail Valley Medical Center Phillips Plumbing & Mechanical Boulder Valley School Distr. Kimmel Mechanical, Inc. List Residence LLC Primus General Constrctors Nordy's BBQ Glacier Construction City of Vail Garney Companies City of Riverton ·----- Alliance Construction Solutions Peleton Cycles Dohn Construction Windsor School District RE-4 Kimmel Mechanical, Inc .. Sheraton Phillips Plumbing & Mechanical Lovelan~-Reporter Mechanical & Piping, Inc. cu Hurst & Burr Oak Creek School Distr. Braconier Plumbing Jeffco School Distr. Clark Construction Co, Inc. CSU Kimmel Mechanical, Inc. Snowmass Properties Kimmel Mechanical, Inc. Sheraton American Construction CSU Alliance Construction Solutions Cornerstone Residence Alliance Construction Solutions Redeemer Church Red Willow Red Willow Const. Adolfson & Peterson Estes Park Medical Center Big Valley Construction City of Fraser Braconier Plumbing University of Northern CO Hurst & Burr PW Enterprise Mechanical Systems, Inc. Laramie School District Corman Mechanical Tri-State Delivery --f-------... Mechanical & Piping, Inc. Buckley AFB Dairy Farmers of America Dairy Farmers of America Dairy Farmers of America Dairy Farmers of America MSI, Inc. 1st United Methodist Town of Johnstown, CO Town of Johstown Alliance Construction Solutions Colorado Coalition for Homeless Central Mechaincal, Inc. Aurora Public Schools ···---- ENGINEER -- AMOUNT ARCHITECT/ CONTRACT CH2MHILL $ 2,769,617.00 MKK $ 80,523.00 The Ball~~d Group $ 133,548.00 B P Engineering $ 36,531.00 The Ballard Group $ 755,353.00 Belfay Engineering $ 320,000.00 RNL De_l:lign $ 705,000.00 Kennedy/Jenks Consultants $ 60,488.00 Baudin/Ganz $ 87,333.00 DMCE Engineering $ 197,850.00 Western States Engineering $ 122,753.00 Kennedy/Jenks Consultants $ 110,953.00 Burns & McDonnell $ 123,353.00 RMH $ 150,844.00 Shaffer Baucom Engineering $ 131,990.00 EMC $ 168,930.00 Cator Ruma & Associates $ 1,064,453.00 ~haffer Baucom Engineering $ 222,693.00 RNL D~sign $ 230,155.00 McGrath, Incorporated $ 159,453.00 ME Engineers, Inc. $ 54,726.00 Kennedy/Jenks Consultants $ 415,980.00 EMC $ 752,853.00 -· The CE Group $ 50,753.00 ·------ The Ballard Group $ 165,009.00 Bruce Goff $ 253,628.00 -· Red Willow $ 63,123.00 B P Engineering $ 327,953.00 ePageCity $ 830,595.00 URS $ 61,722.00 AEC, Inc. $ 203,253.00 Beaudin Ganze $ 581,553.00 Western States Engineering $ 400,894.00 CH2MHILL $ 59,350.00 CO Consulting Engineers $ 340,390.00 --·· CO Consulting Engineers $ 351,672.00 CE Group $ 166,990.00 S_ole Engineering $ 75,490.00 ..Belfay Engineering $ 829,390.00 LKA Partners $ 543,987.00 Thissen Construction, Inc. New Frontier Bank FCI Routt County - . Theissen Construction, Inc. City of Longmont Wray Plumbing & Heating Thompson School Distr. Wray Plumbing & Heating Thompson Schoot Distr. Kimmel Mechanical, Inc. Limelight LLC Hahn Plumbing & Heating Boulder County Mechanical Systems, Inc. Squad Ops Mechanical Systems, Inc. Squad Ops Alliance Construction Solutions City of Nederland Myrian Enterprises A-Basin Big Valley Construction Millennium Bank Alliance Construction Solutions Marriott Garney Companies City of Casper Phillips Plumbing & Mechanical Denver University Garney Companies City of Boulder R. N. Civil Constructors City of Aspen Wray Plumbing & Heating Adams School Distr. Phillips Plumbing & Mechanical Adams School Distr. Sun Construction & Design CSU Harper Mechanical Northern Colorado Medical Center T. A. C. Agilent Technologies Growling Bear Co Inc. Union Colony Schools Central Mechaincal, Inc. St. Vrain School Distr. . Central Mechaincal, Inc. St. Vrain School Distr. R.C. Heath Thompson Sc_hool Distr. Central Mechaincal, Inc. St. Vrain School Distr. - Clark Construction Co, Inc. Thompson School Distr. ENGINEER AMOUNT ARCHITECT/ CONTRACT CH2MHILL $ 771,132.00 S,aker-Hogan-Houx $ 340,000.00 --·-·----- NIKA Engineering $ 430,245.00 Burns & McDonnell $ 495,653.00 Western States Engineering $ 99,805.00 CO Consulting Engineers $ 476,691.00 RMH Group, Inc. $ 463,000.00 - Ballard Group $ 1,254,722.00 DIA $ 204,734.00 MKK Consulting $ 299,671.00 MKK Consulting $ 88,164.00 MKK Consulting $ 131,068.00 A&E Group $ 115,117.00 HLM Design $ 456,605.00 -- -------- Abrahamson Engineering $ 91,334.00 Beaudin/Ganz $ 565,033.00 Beaudin/Ganz $ 371,544.00 A & E Engineering $ 1, 127,990.00 Western __ States Engineering $ 87,253.00 - CH2MHILL $ 180,657.00 ·-----· Gust & Johnson $ 400,806.00 EMC Engineering $ 549,000.00 ·-- AEC, Inc. $ 191,353.00 SSR/Gordon Gumeson $ 153,242.00 CE Group $ 228,353.00 ·- Burns & McDonnell $ 268,614.00 Shaffer Baucom Engineering $ 116,~-670.·--00 - RMH Group, Inc. $ 465,153.00 .. JVA $ 151,453.00 Baudin/Ganz $ 94,892.00 -·-··--- McGrath & Associates $ 240,423.00 Shaffer Baucom Engineering $ 282,803.00 URS $ 500,269.00 T. A. C. $ 61,353.00 Robert Shrieve Associates $ 444,353.00 Systems Engineering Group $ 278,653.00 Systems Engineering Group $ 274,238.00 Envision Mechanical Eng. $ 1,065,349.00 Systems Engineering Group $ 268,240.00 Kruegar Architects $ 76,475.00 Amount Orders Amount Metro PAR 1088 NTP 1,788,161.00 14,953.00 1,803, 114.00 Ashland Reservoir 52,553.00 52,553.00 Piranesi Apartments 378, 115.00 21,928.00 400,043.00 Mirasol Green House Homes 1,021,290.00 32,924.00 1,054,214.00 Enzi Stem Laboratory Facility 5,253,053.00 83,032.00 5,336,085.00 Prairie Wind Elementary 956,206.00 22,051.00 978,257.00 Rocky Mountain Deaf School 645,008.00 21,788.00 666,796.00 Hammer Reservior 79,953.00 5,300.00 85,253.00 Timnath Feed & Grain 104,853.00 104,853.00 CSU Eddy Hall Revitalization 284,653.00 65,523.00 350,176.00 Perkins County Community Hospital 1,265,763.00 49,574.00 1,315,337.00 Industrial Piping Warehouse 59,411.00 11,824.00 71,235.00 · Boulder County Justice Ctr Rooftop 217,353.00 217,353.00 Bank of America 21,853.00 21,853.00 N.E. Junior College - French Hall 540,381.00 15,548.00 555,929.00 Harmony Rehab Dining Hall 24,470.00 24,470.00 Road 34 Brew Pub Design Build 18,503.00 18,503.00 Red Willow Office Design Build 49,653.00 49,653.00 Wellington WWTP 10,953.00 10,953.00 Northeast ES Upgrades 313,653.00 404.00 314,057.00 JBS Chemical Storage Mech 155,053.00 155,053.00 JBS Chemical Storage Gas Pipe 29,710.00 2,991.00 32,701.00 Quail Campus Phase II 154,606.00 154,606.00 Collinwood Walkway 11,353.00 432.00 11,785.00 Right Coast Pizza 68,106.00 -9,685.00 58,421.00 Vitamin Cottage - Lakewood 7,500.00 7,500.00 JBS Hot Box Spray Chill Ventilation 112,453.00 -759.00 111,694.00 Elderhaus Remodel 57,653.00 57,653.00 Hyatt House & Place 36,500.00 36,500.00 Melt Tank Exhaust 15,653.00 15,653.00 Lyons WWTF Improvements 61,453.00 61,453.00 Touchstone Health 111,163.00 111, 163.00 Hensel Phelps Fitness Center 118,442.00 25,986.00 144,428.00 JBS C02 Mitigation 873,754.00 873,754.00 Sol Naciente Ag Apartments 396,428.00 396,428.00 Thompson K-8 1,094,420.00 1,094,420.00 Silverthorne Recreation Center 50,853.00 50,853.00 Boys & Girls Club of Weld County 5,408.00 5,408.00 Macy's Entries 58,453.00 58,453.00 Melissa Memorial Hospital 436,106.00 436,106.00 JBS Hide Plant MAU 180,953.00 180,953.00 Smash burger 25,462.00 25,462.00 Verizon 30,360.00 5,984.00 36,344.00 Coors Credit Union 34,853.00 Peabody Elementary 39,000.00 Sanberg Elementary 36,500.00 Finishline 38,653.00 Fairfiled Inn 489,653.00 Colorado Access 11,353.00 JBS Tripe & Box Room Exhaust 49,453.00 JBS Office RTU Repl. Lightfield Enterprises Opera Galleria City of Loveland HRU Repl. 181,653.00 Golds Gym - Longmont 75,166.00 TOTAL $18, 133,964.00 $369,798.00 $17,547,478.00 Note: TBD = Project Schedule not received yet. % Scheduled Com pl. Comp!. Date 49.5% 6/2016 10.5% 12/2015 22.1% 9/2015 99.9% 7/2015 91.7% 4/2015 99.0% 6/2015 98.8% 7/2015 73.4% 7/2015 11.6% 7/2015 99.9% 7/2015 52.2% 7/2015 92.8% 7/2015 98.1% 7/2015 2.1% TBD 72.7% 9/2015 65.5% 8/2015 84.1% 7/2015 58.3% 10/2015 83.4% 7/2015 27.2% 9/2015 94.3% 7/2015 70.5% 8/2015 99.9% 7/2015 79.6% 7/2015 94.3% 7/2015 4.9% 9/2015 94.9% 7/2015 24.0% 10/2015 96.2% 8/2015 69.7% 8/2015 16.0% 7/2015 71.6% 8/2015 68.3% 8/2015 36.7% 10/2015 1.0% 12/2015 1.0% 8/2016 1.3% 10/2015 17.6% 8/2015 3.0% 7/2015 1.0% TBD 4.2% 10/2015 7.6% 9/2015 8.1% 9/2015 2.2% 1/2016 21.2% 8/2015 78.4% 7/2015 1.0% 10/2015 1.0% 4/2016 14.8% 9/2015 1.0% 11/2015 0.0% 11/2015 0.0% TBD 0.0% 10/2015 0.0% TBD 0.0% TBD 2 ft (0.6 m) on sides 7 ft (2.1 m) below ceiling deck Standard mount Small I-beam Mount options Large I-beam, spanned angle iron, small/large L-bracket, Z-purlins Controller X-series, digital wall keypad Onboard controller ABS/PVC based enclosure, built-in heatsink Gearbox NitroSeal™ drive (STÖBER®) Sound level at maximum speed* < 55 dBA Safety features Airfoil retainers, hub clips, safety cables, Grade 8 bolts, ﬁre relay (must be wired during install) Certiﬁcations (entire fan) ETL/Intertek-certiﬁed to ANSI/UL 507 and CSA C22.2 No. 113 in North America, and IEC 60335-1 and IEC 60335-2-80 internationally Warranty** 15-year, nonprorated warranty * Fans are sound tested at maximum speed in a laboratory environment. Actual results in ﬁeld conditions may vary due to sound reﬂecting surfaces and environmental conditions. ** 15-year parts, 1-year labor warranty available in the US and Canada; certain exclusions apply. Warranties vary by country. See complete warranty for details. An ISO 9001:2008 certiﬁed companyd©2014 Delta T Corporation dba the Big Ass Solutions. All rights reserved TECHNICAL Powerfoil X2.0 SPECIFICATIONS A B 23 in 27 in (0.58 m) (0.69 m) Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 105 of 112 27 in (0.51 m) (0.69 m) Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 101 of 112 manufactured by Company. Refrigerants, fluids, oils, and expendable items such as filters are not covered by the Company’s warranty. For additional consideration Company will provide an extended warranty(ies) on certain products or parts thereof. The terms of any extended warranty(ies) are shown on the product limited warranty certificate or on a separate extended warranty statement as provided by the manufacturer. Limitation of Liability; Indemnity: Company’s liability with respect to the products sold hereunder shall be limited to the warranty provided in “Limited Warranty” described herein, and shall not exceed the lesser of (a) the cost of repairing or replacing defective products, and (b) the original purchase price of the products. IN NO EVENT AND UNDER NO CIRCUMSTANCES SHALL COMPANY BE LIABLE FOR INCIDENTAL, INDIRECT, SPECIAL, CONTINGENT OR CONSEQUENTIAL DAMAGES, WHETHER THE THEORY BE BREACH OF THIS OR ANY OTHER WARRANTY, NEGLIGENCE OR STRICT LIABILITY IN TORT. Assignment: Buyer may not assign or delegate its obligations under this order without Company’s prior written consent. Any assignment contrary to this provision shall be a material breach of this Agreement. In the event of any assignment, whether approved by the Company or not, the Buyer shall remain primarily obligated to the Company. Entire Agreement: This Agreement constitutes the entire agreement between the Buyer and the Company with respect to the subject matter hereof and supersedes all prior agreements, communications and understandings of any nature whatsoever, whether oral, written or otherwise. This Agreement shall not be amended or modified except in a writing signed by Company. Disputes and Choice of Law: This contract and these Terms and Conditions of Sale shall constitute the entire agreement between Company and Buyer and shall be governed by and construed according to the laws of the State of Colorado. All claims, disputes, and controversies arising out of or relating to this contract, or the breach thereof, shall, in lieu of court action, be submitted to arbitration in accordance with the Commercial Arbitration Rules of the American Arbitration Association (“AAA”), and any judgment upon the award rendered by the arbitrator(s) may be entered in any court having jurisdiction thereof. The site of arbitration shall be Denver, Colorado unless another site is mutually agreed to between parties. The parties agree that any party to the arbitration shall be entitled to discovery of the other party as provided by the Federal Rules of Civil Procedure; provided, however, that any such discovery shall be completed within four (4) months from the date of Demand for Arbitration is filed with the AAA. Western Mechanical Solutions, llc (2011) Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 94 of 112 Johns Manville sales representative. General Properties Available Thicknesses: 5/8” to 4” (16 mm to 102 mm) Moisture Absorption: Less than 1.0% by volume Alkalinity: Less than 6.0% expressed as Na2O Corrosivity: (With steel, copper or aluminum) Does not accelerate Odor: None Capillarity (after 24 hours): Negligible Shrinkage: None Resistance to Fungi and Bacteria: Does not breed or promote Width Combinations: 48” to 72” (1219 mm to 1829 mm) 92” to 96” (2337 mm to 2438 mm) Thermal Conductivity (k) Density Mean Temp @ 75˚ F (23˚ C) Pcf kg/m3 Btu•in./(hr.•ft.2•˚F) W/mK 3.00 48.1 0.24 .035 4.25 68.1 0.23 .033 6.00 96.2 0.23 .033 Copyright © 2003 Johns Manville Addendum EI-14 1/04 (Replaces 2 - 8136 12/97) Senior Center HVAC Renovation Phase I Page 89 of 112 Printed in USA LEAKAGE, ft 3/min/ft 2 (l/s/m2 ) Required Rating Extended Ranges (Opt.) 1" / 0.25 kPa 4" / 1.0 kPa 8" / 2.0 kPa 12" / 3.0 kPa 1A 3 / 15.2 n/a n/a n/a 1 4 / 20.3 8 / 40.6 11 / 55.9 14 / 71.1 2 10 / 50.8 20 / 102 28 / 142 35 / 178 3 40 / 203 80 / 406 112 / 569 140 / 711 LEAKAGE RATING Damper Width 1 in. w.g. 4 in. w.g. 8 in. w.g. 12" (305mm) 1A 1 11 24" (610mm) 1A 1 11 36" (914mm) 1A 1 n/a 48" (1219mm) 1A 1 n/a 60" (1524mm) 1A 1 n/a PERFORMANCE DATA TAMCO 2008 / PRINTED IN CANADA www.tamco.ca Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 87 of 112 • Aluminum Standard Configurations • TAMCO Aluminum Damper Torque Requirements • Multiple-Section Horizontal Jack Shafts • Configurations Using Vertical Jack Shafts • Multiple-Section Damper Jumpers • Square-to-Round Transition Option • TAMCO Aluminum Damper Installation Guidelines • Series 1400 − 4" Wide Air-Foil Blade Control Damper Specification Sheet • Series 1400 − 4” Wide Air-Foil Blade Control Damper Free Area Charts SPECIFICATIONS www.tamco.ca TAMCO 2008 / PRINTED IN CANADA Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 86 of 112 Tearing Strength, min., ASTM D751 55 lpf (245N) 156 lpf (694N) Brittleness Point, max., ASTM D2137 -40°F (-40°C) -49°F (-45°C) Ozone Resistance, no cracks, ASTM D1149 Pass Pass Water absorption, max., ASTM D471 ± 4% ± .1% Properties After Heat Aging ASTM D573 Breaking Strength, min., ASTM D751 225 lpf (1.0kN) 330 lpf (1.5kN) Typ. Tearing Strength, min., ASTM D751 55 lpf (245N) 156 lpf (694N) Linear Dimensional Change, ASTM D1204 ± 2% >1% Weather resistance ASTM G26, G53 Pass Pass Emmaqua, ASTM E838 — 3,000,000 Langleys Properties after Weathering Breaking Strength ASTM D751 225 lpf (1.0kN) 330 lpf (1.5kN) Typ. PRFSE, unreinforced, ASTM D751 70 97 SPEC DATA® 8. Maintenance Periodic inspection of the roof system and cleaning of drains is recommended to allow proper water run-off, avoiding over- loading roof with ponded water. Regular cleaning must be done in areas where contaminants potentially harmful to the roof system may accumulate, e.g., oil, grease, freon, acids, solvents. Inform all tradespeople servicing the roof equip- ment that it is a single-ply roof and that they must proceed accordingly. Contact GenFlex Roofing Systems in writing for ap- proval before making alterations on, ad- jacent to, or through the roof system. 9. Technical Services GenFlex technical personnel are avail- able in-house to answer telephone ques- tions or approve details by mail, fax or e- mail. The GenFlex TPO Specifications Manual is available upon request for specifiers and roofing contractors. 10. Filing Systems • Architects’ First Source for Products • Sweet’s Catalog Files • SweetSource • Additional product information is avail- able from the manufacturer. March 2003 Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 85 of 112 proved ballast is smooth, rounded, washed river rock 3/4" – 1 1/2" (19 – 38 mm) in diameter. Fully Adhered System – Installs quickly with no mechanical penetration of the membrane. Smooth appearing system is particularly useful where roof surface is visible. Seams are welded using GenFlex approved heat welding equipment. Medhanically Attached Seam System – GenFlex plates are located on printed layout marks and fastened at a spacing determined by local building codes. Seams are welded using GenFlex ap- proved heat-welding equipment. LIMITATIONS See Part 7. Warranty, for additional war- ranty limitations. • GenFlex TPO must be installed under environmental conditions specified by the manufacturer. • The system may only be installed over GenFlex-approved substrates. • Only compatible materials furnished or approved by GenFlex may be used. • The system must be installed in accor- dance with the GenFlex TPO Specifca- tions Manual. • GenFlex TPO may only be installed by GenFlex authorized contractors. • Consult GenFlex Roofing Systems for membrane compatibility with acids, animal fats, grease, chemicals, solvents and oils. 4. Technical Data APPLICABLE STANDARDS American Society for Testing & Materials (ASTM) • ASTM D570 – Water Absorption of Plas- tics • ASTM 0471 - Rubber Property Effect of Liquids • ASTM 0573 - Deterioration in Air Oven • ASTM D638 – Tensile Properties of Plastics • ASTM D751 – Test Methods for cocked fabrics • ASTM D1149 – Rubber Deterioration - Surface Ozone Cracking in a Chamber • ASTM D1204 – Linear Dimensional Changes of Nonrigid Thermoplastic Sheeting or Film at Elevated Tempera- ture • ASTM D2136 – Coated Fabrics - Low- Temperature Bend Test • ASTM D2565 – Operating Xenon Arc- Type Light-Exposure Apparatus With and Without Water for Exposure of Plastics • ASTM D3045 – Heat Aging of Plastics Without Load • ASTM E96 – Water Vapor Transmission of Materials • ASTM G21 – Determining Resistance of Synthetic Polymeric Materials to Fungi • ASTM G155 - Xeon Arc Light Apparatus for Exposure of Non-Metallic Materials • ASTM G151 - Exposing Non-Metallic Ma- terials in Accelerated Test Devices that use Laboratory Light Sources PHYSICAL/CHEMCIAL PROPERTIES Refer to Table 1 for test properties. APPROVALS Status of approvals varies with roof con- struction used. The following and other agencies will provide approvals on Gen- Flex TPO systems. See agency publica- tions and manufacturer ’s literature: • Building Officials and Code Administra- tors International (BOCA) • Factory Mutual – 1-60, 1-90 wind uplift classifications • International Conference of Building Of- ficials (ICBO) • Metropolitan Dade County, Florida • Southern Building Code Congress Inter- national (SBCCI) • Underwriters Laboratories Inc. – Classifi- cation, hourly rating 5. Installation PREPARATORY WORK The dead load capacity of the deck and supporting structure must be sufficient to support the load of the system. The deck SPEC-DATA® and MANU-SPEC® are registered trademarks of The Construction Specifications Institute. The ten part SPEC-DATA format conforms to the editorial style of The Construction Specifications Institute and is used with their permission. The manufacturer is responsible for technical accuracy. ©1998 Architects' First Source. All Rights Reserved. Thermoplastic Membrane Roofing 7540 GenFlex Roofing Systems SPEC DATA® Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 84 of 112 0-750 0-100 x 10 Range MM of Water 0-6 0-10 0-15 0-25 0-30 0-50 0-80 0-100 0-125 0-150 0-200 0-250 0-300 Range in W.C./ Velocity F.P.M. 0-.25/300-2000 0-.50/500-2800 0-1.0/500-4000 0-2.0/1000-5600 0-5.0/2000-8800 0-10/2000-12500 Range, kPa 0-0.5 0-1 0-1.5 0-2 0-2.5 0-3 0-4 0-5 0-8 0-10 0-15 0-20 0-25 0-30 .5-0-.5 1-0-1 1.25-0-1.25 1.5-0-1.5 Range, Pa or kPa 0-62 Pa 0-125 Pa 0-250 Pa 0-500 Pa 0-750 Pa 0-1.0 kPa 0-1.25 kPa 0-1.5 kPa 0-2.0 kPa 0-2.5 kPa 0-3.7 kPa 0-5 kPa 0-6.2 kPa 0-12.4 kPa 0-15 kPa Range, Pa 30-0-30 50-0-50 60-0-60 100-0-100 125-0-125 150-0-150 250-0-250 500-0-500 Range Inches of Water .05-0-.2 0-.25 0-.50 0-1.0 0-2.0 0-3.0 0-4.0 0-5.0 0-6.0 0-8.0 0-10 0-12 0-15 0-20 0-25 0-30 0-40 0-50 0-60 0-80 0-100 0-120 0-150 0-160 0-180 0-250 Range PSI 0-1 0-2 0-3 0-4 0-5 0-10 0-15 0-20 0-30 0.125-0-0.125 .25-0-.25 .5-0-.5 1-0-1 2-0-2 5-0-5 10-0-10 15-0-15 Range, CM of Water 0-15 0-20 0-25 0-50 0-80 0-100 0-150 0-200 0-250 0-300 2-0-2 5-0-5 15-0-15 ACCESSORIES A-299, Surface Mounting Bracket A-300, Flat Flush Mounting Bracket A-310A, 3-Way Vent Valve A-321, Safety Relief Valve A-432, Portable Kit A-448, 3-piece magnet kit for mounting Magnehelic® gage directly to magnetic surface A-605, Air Filter Kit A-610, Pipe Mount Kit OPTIONS — To order, add suffix: I.E. 2001-ASF ASF, Adjustable Signal Flag HP, High Pressure Option LT, Low Temperatures to -20°F MP, Med. Pressure Option SP, Setpoint Indicator Scale Overlays, Red, Green, Mirrored or Combination, Specify Locations †These ranges calibrated for vertical scale position. • Accuracy +/-3% • • Accuracy +/-4% *MP option standard **HP option standard 2300-00†•• 2300-0†• 2301 2302 2304 2310 2320 2330 Model 2201 2202 2203 2204 2205 2210* 2215* 2220* 2230** Dual Scale Air Velocity Units For use with pitot tube Zero Center Ranges Zero Center Ranges 2300-6MM†•• 2300-10MM†• 2300-20MM†• Model 2000-00AV†•• 2000-0AV†• 2001AV 2002AV 2005AV 2010AV Model 2000-15CM 2000-20CM 2000-25CM 2000-50CM 2000-80CM 2000-100CM 2000-150CM 2000-200CM 2000-250CM 2000-300CM Model 2000-60NPA†•• 2000-60PA†•• 2000-100PA†• 2000-125PA†• 2000-250PA 2000-300PA 2000-500PA 2000-750PA 2000-1000PA Model 2000-6MM†•• 2000-10MM†• 2000-15MM 2000-25MM 2000-30MM 2000-50MM 2000-80MM 2000-100MM 2000-125MM 2000-150MM 2000-200MM 2000-250MM 2000-300MM Model 2000-0.5KPA 2000-1KPA 2000-1.5KPA 2000-2KPA 2000-2.5KPA 2000-3KPA 2000-4KPA 2000-5KPA 2000-8KPA 2000-10KPA 2000-15KPA 2000-20KPA 2000-25KPA 2000-30KPA 2300-4CM 2300-10CM 2300-30CM 2300-1KPA 2300-2KPA 2300-2.5KPA 2300-3KPA Model 2300-60PA†•• 2300-100PA†• 2300-120PA 2300-200PA 2300-250PA 2300-300PA 2300-500PA 2300-1000PA Model 2000-00N†•• 2000-00†•• 2000-0†• 2001 2002 2003 2004 2005 2006 2008 2010 2012 2015 2020 2025 2030 2040 2050 2060 2080 2100 2120 2150 2160 2180 2250 Dual Scale English/Metric Models Model 2000-OOD†•• 2000-OD†• 2001D 2002D 2003D 2004D 2005D 2006D 2008D 2010D 2015D 2020D 2025D 2050D 2060D Range, In. W.C. 0-.25 0-0.5 0-1.0 0-2.0 0-3.0 0-4.0 0-5.0 0-6.0 0-8.0 0-10 0-15 0-20 0-25 0-50 0-60 Zero Center Ranges Zero Center Ranges Zero Center Ranges Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 81 of 112 Dwyer A-310A vent valves to connect gage. Pressure can then be removed to check or re-zero the gage. High and Medium Pressure Models Installation is similar to standard gages except that a 4- 13/16˝ hole is needed for flush mounting. The medium pressure construction is rated for internal pressures up to 35 psig and the high pressure up to 80 psig. Available for all models. Because of larger case, the medium pressure and high pressure models will not fit in a portable case size. Installation of the A-321 safety relief valve on standard Magnehelic® gages often provides adequate protection against infrequent overpressure. Series 2000 Magnehelic® Differential Pressure Gages Indicate Positive, Negative or Differential, Accurate within 2% ® ø4-3/4 [120.65] 1/2 [12.70] 17/32 [13.49] 1-11/16 [42.86] 15/32 [11.91] 1/8 FEMALE NPT HIGH PRESSURE CONNECTION 1/8 FEMALE NPT LOW PRESSURE CONNECTION 11/16 [17.46] 1-1/4 [31.75] ø4-31/64 [113.89] 1-3/4 [44.45] 1/2 [12.70] 1/8 FEMALE NPT LOW PRESSURE CONNECTION 1/8 FEMALE NPT HIGH PRESSURE CONNECTION (3) #6-32 x 3/16 [4.76] DP HOLES EQUALLY SPACED ON A ø4-1/8 [104.78] BOLT CIRCLE FOR PANEL MOUNTING Dimensions, Standard Series 2000 Magnehelic® Pressure Gages. (Slightly different on medium and high pressure models) OPTIONS AND ACCESSORIES Flush...Surface... or Pipe Mounted Transparent Overlays Furnished in red and green to highlight and emphasize critical pressures. Adjustable Signal Flag Integral with plastic gage cover. Available for most mod- els except those with medium or high pressure con- struction. Can be ordered with gage or separate. LED Setpoint Indicator Bright red LED on right of scale shows when setpoint is reached. Field adjustable from gage face, unit operates on 12-24 VDC. Requires MP or HP style cover and bezel. A-432 Portable Kit Combine carrying case with any Magnehelic® gage of standard range, except high pressure connection. In- cludes 9 ft (2.7 m) of 3/16˝ I.D. rubber tubing, standhang bracket and terminal tube with holder. A-605 Air Filter Gage Accessory Kit Adapts any standard Magnehelic® gage for use as an air filter gage. Includes aluminum surface mounting brack- et with screws, two 5 ft (1.5 m) lengths of 1/4˝ aluminum tubing two static pressure tips and two molded plastic vent valves, integral compression fittings on both tips and valves. Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 80 of 112 250 400 425 1000 500 700 850 500 250 400 425 1000 500 700 850 500 250 400 425 1000 500 700 850 1000 500 825 850 2000 1000 1400 1700 1000 500 825 850 2000 1000 1400 1700 1000 500 825 850 2000 1000 1400 1700 0,21 0,21 0,21 0,21 0,21 0,21 0,21 0,21 0,10 0,10 0,10 0,10 0,10 0,10 0,10 0,10 0,05 0,05 0,05 0,05 0,05 0,05 0,05 0,05 0,51 0,51 0,51 0,51 0,51 0,51 0,51 0,51 0,29 0,29 0,29 0,29 0,29 0,29 0,29 0,29 0,18 0,18 0,18 0,18 0,18 0,18 0,18 0,18 29 15 19 25 58 29 39 50 29 15 19 25 58 29 39 50 29 15 19 25 58 29 39 50 Capacity CFM Med. High Med. High 60-65%(MERV 11) 80-85%(MERV 13) 90-95%(MERV 15) Nominal Size (H X L X P) Model # Initial res. (En W.G.) Area Sq. ft (+/-) 24x24x6 24x12x6 20x20x6 24x20x6 24x24x12 24x12x12 20x20x12 24x20x12 24x24x6 24x12x6 20x20x6 24x20x6 24x24x12 24x12x12 20x20x12 24x20x12 24x24x6 24x12x6 20x20x6 24x20x6 24x24x12 24x12x12 20x20x12 24x20x12 CF9-424-6PH CF9-412-6PH CF9-020-6PH CF9-420-6PH CF9-424-12PH CF9-412-12PH CF9-020-12PH CF9-420-12PH CF8-424-6PH CF8-412-6PH CF8-020-6PH CF8-420-6PH CF8-424-12PH CF8-412-12PH CF8-020-12PH CF8-420-12PH CF6-424-6PH CF6-412-6PH CF6-020-6PH CF6-420-6PH CF6-424-12PH CF6-412-12PH CF6-020-12PH CF6-420-12PH 500 250 400 425 1000 500 700 850 500 250 400 425 1000 500 700 850 500 250 400 425 1000 500 700 850 1000 500 825 850 2000 1000 1400 1700 1000 500 825 850 2000 1000 1400 1700 1000 500 825 850 2000 1000 1400 1700 0,28 0,28 0,28 0,28 0,28 0,28 0,28 0,28 0,19 0,19 0,19 0,19 0,19 0,19 0,19 0,19 0,10 0,10 0,10 0,10 0,10 0,10 0,10 0,10 0,58 0,58 0,58 0,58 0,58 0,58 0,58 0,58 0,37 0,37 0,37 0,37 0,37 0,37 0,37 0,37 0,24 0,24 0,24 0,24 0,24 0,24 0,24 0,24 26 13 17 21 50 25 37 42 26 13 17 21 50 25 37 42 26 13 17 21 50 25 37 42 Capacity CFM Med. High Med. High Control-Flow With Header MEDIA SUPPORT GRID The media support shall be a wire grid with an effective area of not less than 96 %. The wire grid shall be bonded to the filter media on the downstream side, to aid in radial shaping and to prevent media oscillation or pull away. PLASTIC REINFORCED MEDIA STABILIZERS 4 plastic stabilizers are permenently instal on both side of the media pack to keep equal distance to prevent pleat collaps. STEEL DIAGONAL SUPPORT BRACES The enclosure frame is supplied with galvanized support braces, permanently fixed to both sides. Pressure Drop vs. Air Flow Rate 0,0 0,1 0,2 0,3 0,4 0,5 0,6 0,7 0,8 0,9 1,0 0 500 1000 1500 2000 2500 Air Flow Rate (cfm) Pressure Drop (" H 2O) 193 Rang de l’eglise St-Liguori (Quebec) J0K 2X0 Phone : (450) 754-4222 Fax : (450) 754-1212 1449 rue Bergar Laval (Quebec) H71 4Z7 Phone : (450) 975-2444 Fax : (450) 975-2777 rue Godin Quebec (Quebec) G1M & Phone : (418) 688-2077 Fax : (418) 688-8983 2700 Lancaster road unit 118 Ottawa (Ontario) K1B 4T7 Phone : (613) 680-9346 Fax : (613) 688-8983 Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 77 of 112 12x24x4 16x20x4 16x24x4 16x25x4 18x24x4 20x20x4 20x24x4 20x25x4 24x24x4 25x29x4 9,5x19,5x0,75 11,5x19,5x0,75 11,375x23,375x0,75 13,5x19,5x0,75 13,5x24,5x0,75 14,5x19,5x0,75 15,5x19,5x0,75 15,375x23,375x0,75 15,5x24,5x0,75 17,5x19,5x0,75 17,375x23,375x0,75 17,5x24,5x0,75 19,5x19,5x0,75 19,375x23,375x0,75 19,5x24,5x0,75 19,5x29,5x0,75 23,375x23,375x0,75 23,375x29,5x0,75 24,5x24,5x0,75 9,5x19,5x1,75 11,5x19,5x1,75 11,375x23,375x1,75 13,5x19,5x1,75 13,5x24,5x1,75 14,5x19,5x1,75 15,5x19,5x1,75 15,375x23,375x1,75 15,5x24,5x1,75 17,5x19,5x1,75 17,375x23,375x1,75 17,5x24,5x1,75 19,5x19,5x1,75 19,375x23,375x1,75 19,5x24,5x1,75 19,5x29,5x1,75 23,375x23,375x1,75 23,375x29,5x1,75 24,5x24,5x1,75 11,375x23,375x3,75 15,5x19,5x3,75 15,375x23,375x3,75 15,5x24,5x3,75 17,5x23,5x3,75 19,5x19,5x3,75 19,375x23,375x3,75 19,5x24,5x3,75 23,375x23,375x3,75 24,5x28,5x3,75 420 510 600 585 730 625 660 800 830 750 900 938 830 1000 1042 1250 1200 1275 1300 420 510 600 585 730 625 660 800 830 750 900 938 830 1000 1042 1250 1200 1250 1300 600 660 800 830 900 830 1000 1042 1200 1300 690 845 1000 975 1215 1040 1100 1335 1389 1250 1500 1563 1390 1665 1735 2080 2000 2125 2170 690 845 1000 975 1215 1040 1100 1335 1389 1250 1500 1563 1390 1665 1735 2080 2000 2085 2170 1000 1100 1335 1390 1500 1390 1665 1735 2000 2170 0,24 0,24 0,24 0,24 0,24 0,24 0,24 0,24 0,24 0,24 0,24 0,24 0,24 0,24 0,24 0,24 0,24 0,24 0,24 0,19 0,19 0,19 0,19 0,19 0,19 0,19 0,19 0,19 0,19 0,19 0,19 0,19 0,19 0,19 0,19 0,19 0,19 0,19 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 0,32 0,32 0,32 0,32 0,32 0,32 0,32 0,32 0,32 0,32 0,32 0,32 0,32 0,32 0,32 0,32 0,32 0,32 0,32 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 0,22 0,22 0,22 0,22 0,22 0,22 0,22 0,22 0,22 0,22 0,22 0,22 0,22 0,22 0,22 0,22 0,22 0,22 0,22 0,17 0,17 0,17 0,17 0,17 0,17 0,17 0,17 0,17 0,17 0,17 0,17 0,17 0,17 0,17 0,17 0,17 0,17 0,17 0,13 0,13 0,13 0,13 0,13 0,13 0,13 0,13 0,13 0,13 0,44 0,44 0,44 0,44 0,44 0,44 0,44 0,44 0,44 0,44 0,44 0,44 0,44 0,44 0,44 0,44 0,44 0,44 0,44 0,28 028 0,28 0,28 0,28 0,28 0,28 0,28 0,28 0,28 0,28 0,28 0,28 0,28 0,28 0,28 0,28 0,28 0,28 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,20 0,20 0,20 0,20 0,50 0,20 0,20 0,20 0,20 0,20 0,20 0,20 0,20 0,20 0,20 0,20 0,20 0,20 0,20 0,13 0,13 0,13 0,13 0,13 0,13 0,13 0,13 0,13 0,13 0,13 0,13 0,13 0,13 0,13 0,13 0,13 0,13 0,13 0,11 0,11 0,11 0,11 0,11 0,11 0,11 0,11 0,11 0,11 0,41 0,41 0,41 0,41 0,41 0,41 0,41 0,41 0,41 0,41 0,41 0,41 0,41 0,41 0,41 0,41 0,41 0,41 0,41 0,24 0,24 0,24 0,24 0,24 0,24 0,24 0,24 0,24 0,24 0,24 0,24 0,24 0,24 0,24 0,24 0,24 0,24 0,24 0,22 0,22 0,22 0,22 0,22 0,22 0,22 0,22 0,22 0,22 2,06 2,47 2,97 2,88 3,61 3,09 3,29 3,96 4,13 3,70 4,45 4,64 4,11 4,95 5,16 6,25 5,94 7,42 6,45 3,20 3,84 4,62 4,48 5,61 4,80 5,12 6,16 6,42 5,76 6,93 7,22 6,40 7,70 8,02 12,03 9,24 11,55 10.03 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 2,61 3,09 3,71 3,57 4,47 3,81 4,05 4,87 5,07 4,53 5,44 5,67 5,01 6,02 6,27 7,5 7,17 8,91 7,78 4,48 5,28 6,35 6,08 7,62 6,48 6,88 8,27 8,62 7,68 9,24 9,63 8,48 10,20 10,63 15,64 12,12 15,01 13,13 9,24 10,24 12,31 12,83 13,85 12,80 15,39 12,80 18,47 20,05 2,95 3,50 4,21 4,05 5,07 4,32 4,59 5,53 5,76 5,14 6,18 6,45 5,69 6,84 7,13 8,54 8,16 10,14 8,85 6,48 7,68 9,24 8,88 11,13 9,48 10,08 12,12 12,63 11,28 13,57 14,14 12,48 15,01 15,64 23,16 17,89 22,22 19,40 12,70 14,08 16,93 17,65 19,05 17,60 21,17 17,60 25,40 27,57 @300 @300 Nominal size (H X L X D) Actual size (H X L X D) Initial res. (En W.G.) Area Square feet (+/-) Capacity CFM @300 @500 @300 @500 @500 @500 608 610 615 608 610 615 * The �nal recommended static pressure is 1 inch water gauge . * Special sizes available on request . Please consult your local representative . Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 75 of 112 PLQLPXP SHUIRUPDQFH RI GH j XP 0(59 UDWLQJDVSHU$6+5$( The media square footage varies depending on the filter depth and will be manufactured with the following pleat count per linear foot. 1" 16 plis 2" SOHDW 10 pleat 15 pleat 1" 12 pleat 14 pleat 16 pleat 4" N/D 9 pleat 11 pleat Model 03 MP 610 MP 615 Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 74 of 112 formulas are also suited for elevated temperature applications up to 400° F. Super Vi-Corr gratings are typically used for packing hold-downs and support in environmental and process scrubber applications. Color: natural - tan to beige. Flame Spread: non fire retardant, unless specified. Chemgrate® Resins • FS-25 - This food-grade polyester resin system is designed for applications where there is moderate exposure to corrosive elements. Color: light gray, yellow and green. Flame Spread: ASTM E84 rating of 25 or less. Certiﬁ cations: USDA accepted. • FGI-AM* - This improved food-grade isophthalic polyester resin system offers antimicrobial properties to inhibit the growth of mold on the surface of the composite to protect the product itself along with the necessary corrosion resistance to meet the requirements of the food and beverage industry. Color: light gray. Flame Spread: ASTM E84 rating of 25 or less. Certiﬁ cations: USDA accepted. • CP-84 - A chemical-grade premium polyester resin, CP-84 offers excellent corrosion resistance in highly acidic conditions. Color: green. Flame Spread: non ﬁ re retardant. Certiﬁ cations: USDA accepted. • VE-25 - A premium vinyl ester resin system formulated to resist highly corrosive acids and caustics found in the harshest chemical environments. It is an economical alternative to exotic materials often speciﬁ ed for highly corrosive conditions. Color: orange or dark gray. Flame spread: ASTM E84 rating of 25 or less. VE-25 will maintain structural integrity at elevated temperatures of up to 180ºF. * This product is intended only for non-public health uses. Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 70 of 112 The most important factor is total or life cycle cost. In highly corrosive applications, metal products will often deteriorate in a few years or less. In the same installation, Fibergrate FRP products will last many times longer. Combined with safety cost savings, this often makes Fibergrate the lowest cost product available. These are the reasons so many companies have switched from conventional metallic products to Fibergrate FRP products. Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 69 of 112 flange unit Type Weight approx. Mounting position B3 [lb] Dimen- sions page Pn [hp] n2 [rpm] T2 [lb-in] fB i tot iworm i2nd F Q [lb] FQF [lb] 8 G1030 / US / CAN www.nord.com Gearmotors in italics include an Energy Efficient motor and have an “H” in the type 0.75 hp Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 67 of 112 OHL OHL- flange unit Type Weight approx. Mounting position B3 [lb] Dimen- sions page Pn [hp] n2 [rpm] T2 [lb-in] fB i tot iworm i2nd F Q [lb] FQF [lb] www.nord.com G1030 / US / CAN 7 0.5 hp Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 66 of 112 ratio Worm ratio 2nd ratio OHL OHL- flange unit Type Weight approx. Mounting position B3 [lb] Dimen- sions page Pn [hp] n2 [rpm] T2 [lb-in] fB i tot iworm i2nd F Q [lb] FQF [lb] www.nord.com G1030 / US / CAN 5 0.25 hp Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 65 of 112 -58 to 230F (-50 to 110C) Synthetic Texaco Starfak 2202 NORD USA -20 to 140F (-30 to 60C) MineraI SheII Cypernia RA/C3 NORD Canada SERVICE LIFE MineraI-based oiI shouId be changed every 10,000 service hours or after two years. For synthetic oiIs, the Iubricant shouId be changed every 20,000 service hours or after four years. In case of extreme operating condition i.e. high humidity, aggressive environment or Iarge temperature variations, shorter intervaIs between changes are recommended. It is advisabIe to combine the Iubricant change with a thorough cIeaning of the gear unit. Bearings fiIIed with grease must aIso be cIeaned every 10,000 service hours and packed with fresh grease. When doing so ensure that the bearing cavity is packed to about 1/3 fuII with grease. Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 64 of 112 WDM 56 - 215 4:1 20:1 Washdown Duty Baldor Inverter Duty and Vector Duty Motors 230, 460 and 575 Volts Family Frame Size Constant Torque Variable Torque Comments IDM (TEBC) 143 – 5009 1000:1 1000:1 Inverter Duty/Blower cooled IDNM (TENV) 143 - 256 1000:1 1000:1 Inverter Duty/Non-Vented ZDM (TEBC) 143 – 5009 1000:1 1000:1 Vector Duty/Blower Cooled ZDNM (TENV) 143 - 256 1000:1 1000:1 Vector Duty/Non Vented IDXM 182 – 405 2:1 10:1 Explosion Proof Inverter Duty (2 families) 56 - 405 10:1 10:1 IDWNM 143 - 254 20:1 1000:1 Washdown Duty Inverter Duty/Non Vented ZDWNM 143 - 254 1000:1 1000:1 Washdown Duty Vector Duty/Non Vented AC Motor Adjustable Speed Range Capabilities Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 59 of 112 20 14.9 3510 254T EM2514T 22.5 145 29.9 93.5 93.3 92.4 79 87 90 6309 6208 E1 21.69 CD0180 20 14.9 1765 256T EM2515T 23.5 161 59.4 92.5 93.2 93.0 71 81 86 6309 6208 E1 21.69 CD0180 20 14.9 1180 286T EM2528T 26 171 90 91.8 92.7 92.4 63 74 80 6311 6309 E1 25.06 CD0005 25 18.7 3525 256T EM2516T 28 200 37.3 93.0 93.4 93.0 81 88 91 6309 6208 E1 21.69 CD0005 25 18.7 1770 284T EM2531T 30 190 74.1 93.4 94.2 94.1 69 79 83 6311 6309 E1 23.81 CD0005 25 18.7 1180 324T EM2532T 31 222 111 93.3 93.9 93.6 65 76 80 6312 6311 E1 26.69 CD0180 30 22.4 3540 284TS EM2534T 34 229 44.8 92.6 93.5 93.6 80 87 90 6311 6309 F 22.44 CD0180 30 22.4 1770 286T EM2535T 35 224 88.9 93.6 94.2 94.1 72 82 85 6311 6309 E1 25.06 CD0005 30 22.4 1180 326T EM2536T 37 280 134 93.2 93.9 93.6 67 77 81 6312 6311 E1 28.69 CD0180 40 30.0 3540 286TS EM2538T 44 355 59.8 94.4 94.7 94.1 79 85 88 6311 6309 F 23.69 CD0180 40 30.0 1775 324T EM2539T 46 313 118 94.2 94.8 94.5 72 82 86 6312 6311 E1 26.69 CD0180 40 30.0 1185 364T EM2540T 50 315 177 93.6 94.2 94.1 65 75 80 6313 6312 E1 29.69 CD0005 50 37.0 3530 324TS EM2542T 55 408 74.2 94.7 94.8 94.1 82 87 90 6312 6309 F 25.69 CD0180 50 37.0 1775 326T EM2543T 57 378 148 94.5 94.9 94.5 75 84 87 6312 6311 E1 27.69 CD0180 50 37.0 1185 365T EM2544T 62 380 221 93.9 94.4 94.1 66 76 80 6313 6312 E1 29.69 CD0180 60 45.0 3540 326TS EM2546T 65 493 88.9 94.7 95.0 94.5 86 90 92 6312 6311 F 25.19 CD0180 60 45.0 1775 364T EM2547T 68 470 177 94.9 95.3 95.0 77 85 87 6313 6311 E1 30.69 CD0180 60 45 1185 404T EM2548T-4 72 441 266 94.1 95.0 95.0 69 79 83 6316 6315 G 34.00 CD0382 75 56.0 3540 364TS EM2549T 82 557 111 95.1 95.0 94.5 86 90 91 6313 6311 F 25.81 CD0180 75 56.0 1775 365T EM2551T 85 512 222 95.5 95.7 95.0 78 84 87 6313 6312 F 33.72 CD0180 75 56 1185 405T EM2552T-4 88 537 331 94.8 95.3 95.0 73 81 84 6316 6315 G 34.00 CD0382 ® Shaded ratings are cast iron frames. Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 58 of 112 /4” threaded hubs, 90º wall bracket and integral mounting feet. CEILING MOUNT Box with four 3 /4” threaded hubs and integral mounting feet. Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 57 of 112 40 Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 54 of 112 150 160 GPM 1 2 3 4 5 6 HP ABSORBED POWER 7 8 110 50 HZ 50 HZ 60 HZ 60 HZ 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 10 20 30 40 50 60 70 80 90 100 GPM 170 180 TDH .5 1.0 1.5 2.0 2.5 3.0 HP ABSORBED POWER 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 10 20 30 40 50 60 70 80 90 100 GPM 50 HZ 60 HZ 50 HZ 60 HZ TDH P-2 P-3 P-7 1/2 P-5 Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 45 of 112 1.00 HP ABSORBED POWER 1.25 1.50 TDH 60 Hz 60 Hz 50 Hz 50 Hz .25 .50 .75 1.00 HP ABSORBED POWER 1.25 GPM 60 Hz 60 Hz 50 Hz 50 Hz 10 20 30 40 50 60 70 80 10 20 30 40 50 60 TDH .25 .50 .75 1.00 1.25 1.50 HP ABSORBED POWER 10 20 30 40 50 60 70 80 GPM 10 20 30 40 50 60 60 Hz 60 Hz 50 Hz 50 Hz TDH P-1/2 P-3/4 P-1/2-HP P-3/4-HP P-1 P-1 1/2 .5 1.0 1.5 HP ABSORBED POWER 60Hz 50Hz 60 Hz 50 Hz 10 20 30 40 50 60 70 80 90 GPM 10 20 30 40 50 60 70 TDH Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 44 of 112 510152025 20 .1 .2 .3 .4 HP ABSORBED POWER 30 50 Hz 60 Hz 5 TDH GPM 60 Hz 50 Hz P-1/15 P-1/6 P-1/4 Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 43 of 112 Bulletin 201J 6/00 Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 42 of 112 max. dimensions WxHxL 29.92 x 32.01 x 34.65 in Recommended housing width 45.43 x 45.43 in Weight 344 lbs ERV-5 Supply Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 35 of 112 350,000 31.00 9.47 280,000 2593 12963 102,575 787 0.88 82060 1.22 6.12 350,000 27.75 8.48 280,000 2593 12963 102,575 705 0.79 82060 1.22 6.12 300,000 24.50 7.49 240,000 2222 11111 87,921 622 0.70 70337 1.05 5.24 250,000 24.50 7.49 200,000 1852 9259 73,268 622 0.70 58614 0.87 4.37 250,000 21.25 6.49 200,000 1852 9259 73,268 540 0.60 58614 0.87 4.37 200,000 18.00 5.50 160,000 1481 7407 58,614 457 0.51 46891 0.70 3.50 150,000 18.00 5.50 120,000 1111 5556 43,961 457 0.51 35168 0.52 2.62 400,000 31.00 9.47 320,000 4938 14815 117,228 787 0.88 93782 2.33 6.99 350,000 31.00 9.47 280,000 4321 12963 102,575 787 0.88 82060 2.04 6.12 350,000 27.75 8.48 280,000 4321 12963 102,575 705 0.79 82060 2.04 6.12 300,000 24.50 7.49 240,000 3704 11111 87,921 622 0.70 70337 1.75 5.24 250,000 24.50 7.49 200,000 3086 9259 73,268 622 0.70 58614 1.46 4.37 250,000 21.25 6.49 200,000 3086 9259 73,268 540 0.60 58614 1.46 4.37 200,000 18.00 5.50 160,000 2469 7407 58,614 457 0.51 46891 1.16 3.50 150,000 18.00 5.50 120,000 1852 5556 43,961 457 0.51 35168 0.87 2.62 Min. Duct Opening HMA-400 (8) HMA350 (8) HMA350 (7) Temp Rise Air Flow @ Min. Duct Opening Min. Clearances to duct from tube. 20 100 HMA Series - Cross Flow (Configuration A-G, P & Q) 44.00 Tube Depth 42.00 48.00 1067 1219 1118 44 70 51 11 56 HMA150 (4) 2.75 2.00 HMA300 (6) HMA250 (6) HMA250 (5) HMA200 (4) 1.75 HMA350 (8) HMA350 (7) HMA300 (6) 1.75 HMA-400 (8) 42.00 48.00 44.00 1067 1219 1118 2.75 2.00 20 60 HMA Series - Series Flow (Configuation H thru N, R, S) 33 HMA250 (5) HMA200 (4) HMA150 (4) 44 70 51 11 HMA250 (6) Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 33 of 112 M = Multiple Heater Application Example: Options Power * MC/ME currently available on 120v Natural Gas, 200, 300 & 400 Btuh model units. ** VN slave for use with MC/ME only. *** MS only available on units with an even number of tubes DATE: COMPANY: CONTACT: PROJECT: P.O. #: MODEL NUMBER IDENTIFICATION Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 31 of 112 Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 18 of 112 Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 17 of 112 Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 16 of 112 DAMPERS QTY Actuators O/A DAMPER 1 w/. Modulating Actuator E/A DAMPER 1 w/. Modulating Actuator RECIRC. DAMPER 1 w/. Modulating Actuator ESTIMATED ELECTRICAL RATING (FINAL ELECTRICAL DATA TO BE FOUND ON UNIT NAME PLATE) VOLTAGE/PHASE/FREQUENCY POWER POINT CONNECTIONS GFI 120V GFI POWERED by COMPONENT QTY FLA per COMPONENT FANS SUPPLY MOTOR 1 17.7 EXHAUST MOTOR 1 12.5 OTHER EQUIPMENT EVAP COOLER 1 1.09 GAS BURNER 1 1.1 ELECTRIC PREHEATER 1 50.2 SENSIBLE WHEEL MOTOR 1 1 SUMMARY 1st PPC for: FULL LOAD AMPS MCA MOP (Fuse Size) *Lights & GFI 120V separate power connection (powered by others) ERV-5 ERP-E-09-HE-SW-EC-HG-SS 0.061 9336 8550 104 84 110 15972 - Fort Collins Senior Center 1 OTHERS 460/3/60 1 10550 11336 Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 13 of 112 manufactured by Company. Refrigerants, fluids, oils, and expendable items such as filters are not covered by the Company’s warranty. For additional consideration Company will provide an extended warranty(ies) on certain products or parts thereof. The terms of any extended warranty(ies) are shown on the product limited warranty certificate or on a separate extended warranty statement as provided by the manufacturer. Limitation of Liability; Indemnity: Company’s liability with respect to the products sold hereunder shall be limited to the warranty provided in “Limited Warranty” described herein, and shall not exceed the lesser of (a) the cost of repairing or replacing defective products, and (b) the original purchase price of the products. IN NO EVENT AND UNDER NO CIRCUMSTANCES SHALL COMPANY BE LIABLE FOR INCIDENTAL, INDIRECT, SPECIAL, CONTINGENT OR CONSEQUENTIAL DAMAGES, WHETHER THE THEORY BE BREACH OF THIS OR ANY OTHER WARRANTY, NEGLIGENCE OR STRICT LIABILITY IN TORT. Assignment: Buyer may not assign or delegate its obligations under this order without Company’s prior written consent. Any assignment contrary to this provision shall be a material breach of this Agreement. In the event of any assignment, whether approved by the Company or not, the Buyer shall remain primarily obligated to the Company. Entire Agreement: This Agreement constitutes the entire agreement between the Buyer and the Company with respect to the subject matter hereof and supersedes all prior agreements, communications and understandings of any nature whatsoever, whether oral, written or otherwise. This Agreement shall not be amended or modified except in a writing signed by Company. Disputes and Choice of Law: This contract and these Terms and Conditions of Sale shall constitute the entire agreement between Company and Buyer and shall be governed by and construed according to the laws of the State of Colorado. All claims, disputes, and controversies arising out of or relating to this contract, or the breach thereof, shall, in lieu of court action, be submitted to arbitration in accordance with the Commercial Arbitration Rules of the American Arbitration Association (“AAA”), and any judgment upon the award rendered by the arbitrator(s) may be entered in any court having jurisdiction thereof. The site of arbitration shall be Denver, Colorado unless another site is mutually agreed to between parties. The parties agree that any party to the arbitration shall be entitled to discovery of the other party as provided by the Federal Rules of Civil Procedure; provided, however, that any such discovery shall be completed within four (4) months from the date of Demand for Arbitration is filed with the AAA. Western Mechanical Solutions, llc (2011) Addendum 2 - 8136 Senior Center HVAC Renovation Phase I Page 7 of 112