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Home My WebLink AboutRevisions to Approved Plans & Engineer ReportsF C I Constructors, Inc. Transmittal Cover Sheet Detailed, Grouped by Each Transmittal Number /zeu/si r>5 4 4y/tope /405- .2,4(61 (' J/5 Clinic West 201 Sipprelle Drive Parachute, CO 81635 Project # 10-12-031 FCI Constructors, Inc. - GJ Tel: 970-434-9093 Fax: 970-434-7583 Date: 311212013 Reference Number: 0016 Transmitted To David Bartholomew Garfield County Road & Bridge 108 8th Street, Suite 401 Glenwood Springs, Co. 81601 (970) 945-8212 fl Acknowledgement Required Package Transmitted For Information, Submission Item # Qty Item 0001 2.00 Addendum #1 0002 2.00 Addendum #2 Transmitted By Darrin Case FCI Constructors, Inc. - GJ P. 0. Box 1767 Grand Junction, CO 81502 Tel: 970-434-9093 Fax: 970-434-7583 Delivered Via UPS Reference Description Clinic West Clinic West Addendum #1 for information and review. Tracking Number Notes Status ClinicWest Clinic West Addendum #2 for information and review. 0003 2.00 Addendum #3 Clinic West Clinic West Addendum #3 for information and review. 0004 2.00 Drainage Report Clinic West Clinic West Drainage Report for information and review. Cc: Company Name Contact Name Copies Notes Remarks Please see the attached Addedums 1, 2, and 3. Also included is the Drainage report for your review. Please note that an additional copy of all this inforamtion will be kept on site with the signed set of drawings. Please call me if you have any questions, thanks. ii,t5e/Fect 4c'Plots 3/2 ,,5 46— .4 — • S/12//3 Signature Signed Date Prolog Manager Printed on: 3/12/2013 fci pm data Page 1 1 COMcheck Software Version 3.9.1 Mechanical Compliance Certificate 2009 IECC Section 1: Project Information Project Type: New Construction Project Title : GRHD Battlement Mesa Medical Office Building Construction Site: Battlement Mesa, CO Owner/Agent: Designer/Contractor: Grand River Hospital District ME Engineers 501 Airport Road 10055 West 43rd Avenue Rifle, CO 81650 Wheat Ridge, CO 80033 970-625-6458 303-421-6655 Section 2: General Information Building Location (for weather data): Climate Zone: Rifle, Colorado 5b Section 3: Mechanical Systems List Quantity Svstem Type & Descritp ion 2 HVAC System - RTU -1, RTU -2 (Multiple -Zone) : Heating: 1 each - Hydronic or Steam Coil, Hot Water, Capacity = 341 kBtu/h Cooling: 1 each - Rooftop Package Unit, Capacity = 549 kBtu/h, Efficiency = 10.00 EER, Air -Cooled Condenser, Air Economizer 1 HVAC System - AC -1, CU 3-1 (Single Zone) : Heating: 1 each - Hydronic or Steam Coil, Hot Water, Capacity = 27 kBtu/h Cooling: 1 each - Split System, Capacity = 24 kBtu/h, Efficiency = 13.00 SEER, Air -Cooled Condenser 1 HVAC System - AC -2, CU 3-2 (Single Zone) Cooling: 1 each - Split System, Capacity = 12 kBtu/h, Efficiency = 15.20 SEER, Air -Cooled Condenser 1 HVAC System - AC -3, CU 3-3 (Single Zone) : Cooling: 1 each - Split System, Capacity = 12 kBtu/h, Efficiency = 15.20 SEER, Air -Cooled Condenser 1 HVAC System - RH 1-1 (Single Zone) : Heating: 1 each - Radiant Heater, Electric, Capacity = 20 kBtu/h 3 HVAC System CUH 1-01, 1-02, 2-01 (Unknown) : Heating: 1 each - Unit Heater, Hot Water, Capacity = 30 kBtu/h 2 HVAC System - UH 1-1, 1-2 (Unknown) : Heating: 1 each - Unit Healer, Hot Water, Capacity = 18 kBtu/h 2 BOILER - B 1-1, B 1-2: Heating: Hot Water Boiler, Capacity 2000 kBtu/h, Gas, Efficiency: 92.00 % Et 1 WATER HEATER - GWH-1: Gas Storage Water Heater, Capacity: 93 gallons, Input Rating: 200 Btu/h w/ Circulation Pump, Efficiency: 96.00 % Et Section 4: Requirements Checklist Requirements Specific To: HVAC System - RTU -1, RTU -2 : l] 1. Equipment minimum efficiency: Rooftop Package Unit: 9.80 EER (9.5 fPLV) D 2. Minimum one temperature control device per zone a 3. Leak testing a 3 per in. static pressure - report submitted showing CL < 6.0 4. Balancing and pressure test connections on all hydronic terminal devices u 5. Integrated economizer is required for this location and system. D 6. Cooling system provides a means to relieve excess outdoor air during economizer operation. . ❑ 7. Systems serving more than one zone must be VAV systems Exception(s): a.• Project Title: GRHD Battlement Mesa Medical Office Building Report date: 12/17/12 Data filename: Ildvfs011projects\Battlemenl Mesa MOB DV120821DesignlLightinglCalculations\Battlement Mesa IECC.cck Page 5 el 13 ▪ Where pressure relationships must be maintained D Zones or supply air systems with at least 75% of reheating/recooling energy site recovered or site solar ❑ Zones with humidity requirements for special processes ❑ Zones with cfm <300 and flow rate <10% of total design flow rate ❑ Outside air needed to meet IMC Chapter 4 • 8. Single -duct VAV terminals reduce primary air before reheating ❑ 9. Fan equipped with electrical variable -speed drive ❑ 10. Controls capable of resetting supply air temp (SAT) by 25% of SAT -room temp difference Exception(s): ❑ Systems that prevent reheating, recooling or mixing of heated and cooled supply air Seventy five percent of the energy for reheating is from site -recovered or site solar energy sources. ❑ Zones with peak supply air quantities of 300 cfm (142 Us) or less. ❑ 11.Total VAV fan nameplate motor horsepower <= 1.5 hp/1000 cfm • 12. For each fan, the selected fan motor is be no larger than the first available motor size greater than the brake hp. The fan brake hp must be indicated on the design documents to allow for compliance verification by the code official. Exception(s): ❑ For fans less than 6 brake hp, where the first available motor larger than the brake hp has a nameplate rating within 50% of the brake hp, the next larger nameplate motor size may be selected. ❑ For fans 6 brake hp and larger, where the first available motor larger than the brake hp has a nameplate rating with 30% of the brake hp, the next larger nameplate motor size may be selected. ❑ 13.Hot gas bypass prohibited unless system has multiple steps of unloading or continuous capacity modulation © 14. Hot gas bypass limited to 25% of total cooling capacity 15.VAV fans with static pressure sensors are placed in a position such that the controller setpoint is no greater than one-third the total design fan static pressure. If placement results in the sensor being located downstream of major duct splits, multiple sensors are installed in each major branch. Exception(s): ❑ Systems with DDC of individual zone boxes reporting to the central control panel and reset of static pressure setpoint based on the zone requiring the most pressure. 16.Systems with DDC of individual zone boxes reporting to the central control panel has static pressure setpoint reset based on the zone requiring the most pressure. 17. Hof water pumping systems with multiple boilers automatically reduce hot water flow rates proportionately when boilers are not operating LI 0 Requirements Specific To: HVAC System - AC -1, CU 3-1 : ❑ 1. Equipment minimum efficiency: Split System: 13.00 SEER u 2. Balancing and pressure test connections on all hydronic terminal devices p 3. Hot water pumping systems with multiple boilers automatically reduce hot water flow rates proportionately when boilers are not operating Requirements Specific To: HVAC System - AC -2, CU 3-2 : ❑ 1. Equipment minimum efficiency: Split System: 13.00 SEER Requirements Specific To: HVAC System - AC -3, CU 3-3 : • 1. Equipment minimum efficiency: Split System: 13.00 SEER Requirements Specific To: HVAC System - RH 1-1 : None Requirements Specific To: HVAC System CUH 1-01, 1-02, 2-01 : 1. Balancing and pressure test connections on all hydronic terminal devices Requirements Specific To: HVAC System - UH 1-1, 1-2 : 1. Balancing and pressure test connections on all hydronic terminal devices Requirements Specific To: BOILER - B 1-1, B 1-2 : O 1. Equipment minimum efficiency: Boiler Thermal Efficiency 75% Et 80% Ec ❑ 2. Two -pipe changeover heating/cooling controls must have: a) 15 degrees F deadband where boiler and chiller can not operate, b) allow operation in either heating or cooling for at least 4 hrs. and c) prevent difference between heating and cooling set points greater than 30 degrees F Exception(s): ❑ Air/evap condenser and extensive outside -air filtration Project Title: GRHD Battlement Mesa Medical Office Building Report date: 12/17/12 Data filename: Ildvfs011projects\Battlement Mesa MOB_DV120821Design\Lighting\Calculations\Battlement Mesa IECC.cck Page 6 0113 ❑ 3. Newly purchased heating equipment meets the efficiency requirements - used equipment must meet 80% Et @ maximum capacity u 4. Systems with multiple boilers have automatic controls capable of sequencing boiler operation ❑ 5. Hydronic heating systems comprised of a single boiler and >500 kBtu/h input design capacity include either a multistaged or modulating burner Requirements Specific To: WATER HEATER - GWH-1 ❑ 1. Water heating equipment meets minimum efficiency requirements: Gas Storage Water Heater efficiency: 80.00 % Et (261 SL, kBtu/h) ❑ 2. All piping in circulating system insulated Li 3. Hot water storage temperature controls that allow setpoint of 90°F for non -dwelling units and 110°F for dwelling units. ❑ 4. Automatic time control of heat tapes and recirculating systems present ❑ 5. Controls will shut off operation of circulating pump between water heater/boiler and storage tanks within 5 minutes after end of heating cycle Generic Requirements: Must be met by all systems to which the requirement is applicable: 1. Plant equipment and system capacity no greater than needed to meet loads Exception(s): ❑ Standby equipment automatically off when primary system is operating [] Multiple units controlled to sequence operation as a function of load ❑ 2. Minimum one temperature control device per system ❑ 3. Minimum one humidity control device per installed humidification/dehumidification system ❑ 4. Load calculations per ASHRAE/ACCA Standard 183. u 5. Automatic Controls: Setback to 55°F (heat) and 85°F (cool); 7 -day clock, 2 -hour occupant override, 10 -hour backup Exception(s): ❑ Continuously operating zones 3 2 kW demand or less, submit calculations ❑ 6. Outside -air source for ventilation; system capable of reducing OSA to required minimum ❑ 7. R-5 supply and return air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building R-8 insulation between ducts and the building exterior when ducts are part of a building assembly Exception(s): ❑ Ducts located within equipment ❑ Ducts with interior and exterior temperature difference not exceeding 15°F. ❑ 8. Mechanical fasteners and sealants used to connect ducts and air distribution equipment D 9. Ducts sealed - longitudinal seams on rigid ducts; transverse seams on all ducts; UL 181A or 181 B tapes and mastics Exception(s): ❑ Continuously welded and locking -type longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g. pressure classification 10.Hot water pipe insulation: 1.5 in. for pipes <=1.5 in. and 2 in. for pipes >1.5 in. Chilled water/refrigerant/brine pipe insulation: 1.5 in. for pipes <=1.5 in. and 1.5 in. for pipes >1.5 in. Steam pipe insulation: 1.5 in. for pipes <=1.5 in. and 3 in. for pipes >1.5 in. Exception(s): ❑ Piping within HVAC equipment. ❑ Fluid temperatures between 55 and 105°F. ❑ Fluid not heated or cooled with renewable energy. D Piping within room fan -coil (with AHRI440 rating) and unit ventilators (with AHRI840 rating). ❑ Runouts <4 ft in length. ❑ 11.Operation and maintenance manual provided to building owner ❑ 12.Thermostatic controls have 5°F deadband Exception(s): • Thermostats requiring manual changeover between heating and cooling ❑ Special occupancy or special applications where wide temperature ranges are not acceptable and are approved by the authority having jurisdiction. ❑ 13. Hat water distribution systems >= 300 kBtu/h must have one of the following: a) controls that reset supply water temperature by 25% of supply/return delta T b) mechanical or electrical adjustable -speed pump drive(s) c) two-way valves at all heating coils d) multiple -stage pumps e)'other system controls that reduce pump flow by at least 50% based on load - calculations required Project Title: GRHD Battlement Mesa Medical Office Building Report date: 12/17/12 Data filename: 11dvfs011projects\Bafflement Mesa MOB_DV12082\Design\Lig htinglCalculations\Battlement Mesa IECC.cck Page 7 of 13 Exception(s): ❑ Where the supply temperature reset controls cannot be implemented without causing improper operation of heating, cooling, humidification, or dehumidification systems. • Hydronic systems that use variable flow to reduce pumping energy. O 14.Balancing devices provided in accordance with IMC (2006) 603.17 • 15.Demand control ventilation (DCV) present for high design occupancy areas (>40 person/1000 ft2 in spaces >500 ft2) and served by systems with any one of 1) an air-side economizer, 2) automatic modulating control of the outdoor air damper, or 3) a design outdoor airflow greater than 3000 cfm. Exception(s): ❑ Systems with heat recovery. ❑ Multiple-zone systems without DDC of individual zones communicating with a central control panel. ❑ Systems with a design outdoor airflow less than 1200 cfm. ❑ Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. ❑ 16.Motorized, automatic shutoff dampers required on exhaust and outdoor air supply openings Exception(s): D Gravity dampers acceptable in buildings <3 stories ❑ Gravity dampers acceptable in systems with outside or exhaust air flow rates less than 300 cfm where dampers are interlocked with fan • 17.Automatic controls for freeze protection systems present D 18.Three-pipe systems not used ❑ 19. Exhaust air heat recovery included for systems 5,000 cfm or greater with more than 70% outside air fraction or specifically exempted Exception(s): ❑ Hazardous exhaust systems, commercial kitchen and clothes dryer exhaust systems that the International Mechanical Code prohibits the use of energy recovery systems. ❑ Systems serving spaces that are heated and not cooled to less than 60°F. ❑ Where more than 60 percent of the outdoor heating energy is provided from site-recovered or site solar energy. ❑ Heating systems in climates with less than 3600 HDD. ❑ Cooling systems in climates with a 1 percent cooling design wet-bulb temperature less than 64°F. ❑ Systems requiring dehumidification that employ energy recovery in series with the cooling coil. Lri ❑ Laboratory fume hood exhaust systems that have either a variable air volume system capable of redbclrye'exhaUsfirli p air volume to 50 percent or Tess of design values or, a separate make up air supply meeting the followingam2keup air re`fjurremem ts: a) at least 75 percent of exhaust flow rale, b) heated to no more than 2°F below room setpoint temperature, c) cooled to`Tio than 3°F above room setpoint temperature, d) no humidification added, e) no simultaneous heal:Ing and cool i` • p. Section 5: Compliance Statement 0 Compliance Statement: The proposed mechanical design represented in this document is consistent with the buildi'i," ications and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2009 IECC requirements in COMcheck Version 3.9.1 and to comply with the mandatory requirements in the Requirements Checklist. Name - Title t111v3 -- ate- f voactorri / / Le//2 Signa ur Date Section 6: Post Construction Compliance Statement ❑ HVAC record drawings of the actual installation, system capacities, calibration information, and performance data for each equipment provided to the owner. • HVAC O&M documents for all mechanical equipment and system provided to the owner by the mechanical contractor. ❑ Written HVAC balancing and operations report provided to the owner. The above post construction requirements have been completed. Principal Mechanical Designer -Name Signature Date Project Title: GRHD Battlement Mesa Medical Office Building Report date: 12/17/12 Data filename: \\dvis0l\projects\Battlement Mesa MOB_DV12082\Design\Lighting\Calculations\Battlement Mesa IECC.cck Page 8 of 13 1 COMcheck Software Version 3.9.1 Mechanical Requirements Description 2009 IECC The following list provides more detailed descriptions of the requirements in Section 4 of the Mechanical Compliance Certificate. Requirements Specific To: HVAC System - RTU -1, RTU -2 : 1. The specified heating and/or cooling equipment is covered by the ASHRAE 90.1 Code and must meet the following minimum efficiency: Rooftop Package Unit: 9.80 EER (9.5 IPLV) 2. Each zone of a multiple -zone system must have its own temperature control device. 3. The specified distribution system is designed to operate at static pressure over 3 in. water column. The system must be leak tested in accordance with SMACNA standards. The contractor or engineer must submit a report to the enforcing jurisdiction documenting that a minimum of 25% of all duct surfaces have been tested and that tested ducts have a SMACNA rated air leakage class of under 6.0. 4. Hydronic heating and cooling coils must be equipped with a way to pressure test connections and measure and balance water flow and pressure. 5. An integrated economizer is required for individual cooling systems over 54 kBtu/h in the selected project location. An integrated economizer allows simultaneous operation of outdoor -air and mechanical cooling. 6. Cooling system provides a means to relieve excess outdoor air during economizer operation to prevent overpressurizing the building. 7. Systems serving multiple thermostatic control zones must be variable -flow systems. Zone terminal controls must reduce the flow of primary supply air before reheating, recooling, or mixing air streams to one of the following: a) 30% of the maximum supply air to each zone, b) 300 cfm or less where the maximum flow rate is less than 10% of the total fan system supply airflow rate, or c) minimum ventilation requirements of Chapter 4 of the International Mechanical Code. Exception(s): VAV controls are not required for zones with special pressurization or cross -contamination requirements. These zones must be called out in the construction documents for easy identification during field inspection. VAV controls are not required for zones or supply air systems where at least 75% of the reheating and recooling energy is made available through the use of site -recovered or site solar energy. These zones must be called out in the construction documents for easy identification during field inspection. VAV controls are not required for zones with special humidity control requirements for specialized processes. These zones must be called out in the construction documents for easy identification during field inspection. VAV controls are not required for zones that require less than 300 cfm of supply air provided the total airflow to these zones does not exceed 10% of the total design flow rate for the system. VAV controls are not required where constant volume supply air is necessary to meet the minimum outside air requirements of Chapter 4 of the International Mechanical Code. These zones must be called out in the construction documents for easy identification during field inspection. 8. The specified multiple -zone system is equipped with single -duct VAV terminals. These terminals must be equipped with dampers, air valves, or other means to reduce the supply of primary supply air to a minimum prior to reheating. 9. Fans over 10 hp on a variable -flow system must have electrical variable -speed drives. 10. Automatic controls capable of resetting supply -air temperature (within a range of 25 percent of the difference between supply -air and design air temperature) in response to building loads or outdoor air temperature exist on systems serving multiple zones. Exception(s): - Systems that prevent reheating, recooling or mixing of heated and cooled supply air - Seventy five percent of the energy for reheating is from site -recovered or site solar energy sources. - Zones with peak supply air quantities of 300 cfm (142 Us) or less. 11. Total VAV fan nameplate motor horsepower <= 1.5 hp/1000 cfm 12. For each fan, the selected fan motor must be no larger than the first available motor size greater than the brake hp. The fan brake hp must be indicated on the design documents to allow for compliance verification by the code official. Exception(s): For fans less than 6 brake hp, where the first available motor larger than the brake hp has a nameplate rating within 50% of the brake hp, the next larger nameplate motor size may be selected. - For fans 6 brake hp and larger, where the first available motor larger than the brake hp has a nameplate rating with 30% of the brake hp, the next larger nameplate motor size may be selected. Project Title: GRHD Battlement Mesa Medical Office Building . Report date: 12/17/12 Data filename: lldvfsollprojects\Battlement Mesa MOB_DV120821Design\Lighting\Calculations\Battlement Mesa IECC.cck Page 9 of 13 13. Cooling systems must not use hot gas bypass or other evaporator pressure control unless the equipment is designed with multiple steps (or continuous) capacity modulation. 14. For cooling systems > 240 kBtu/h, maximum hot gas bypass capacity must be no more than 25% of total cooling capacity. 15. VAV fans with static pressure sensors are placed in a position such that the controller setpoint is no greater than one-third the total design fan static pressure. If placement results in the sensor being located downstream of major duct splits, multiple sensors are installed in each major branch. Exception(s): - Systems with DDC of individual zone boxes reporting to the central control panel and reset of static pressure setpoint based on the zone requiring the most pressure. 16. Systems with DDC of individual zone boxes reporting 10 the central control panel has static pressure setpoint reset based on the zone requiring the most pressure. 17. When a boiler plant includes more than one boiler, provisions must be made so that the flow in the boiler plant can be automatically reduced, correspondingly, when a boiler is shut down. Requirements Specific To: HVAC System - AC -1, CU 3-1 : 1. The specified heating and/or cooling equipment is covered by the ASHRAE 90.1 Code and muss meet the following minimum efficiency: Split System: 13.00 SEER 2. Hydronic heating and cooling coils must be equipped with a way to pressure test connections and measure and balance water flow and pressure. 3. When a boiler plant includes more than one boiler, provisions must be made so that the flow in the boiler plant can be automatically reduced, correspondingly, when a boiler is shut down. Requirements Specific To: HVAC System - AC -2, CU 3-2 : 1. The specified heating and/or cooling equipment is covered by the ASHRAE 90.1 Code and must meet the following minimum efficiency: Split System: 13.00 SEER Requirements Specific To: HVAC System - AC -3, CU 3-3 : 1. The specified heating and/or cooling equipment is covered by the ASHRAE 90.1 Code and must meet the following minimum efficiency: Split System: 13.00 SEER Requirements Specific To: HVAC System - RH 1-1 : None Requirements Specific To: HVAC System CUH 1-01, 1-02, 2-01 : 1. Hydropic heating and cooling coils must be equipped with a way to pressure test connections and measure and balance water flow and pressure. Requirements Specific To: HVAC System - UH 1-1, 1-2 : 1. Hydropic heating and cooling coils must be equipped with a way to pressure test connections and measure and balance water flow and pressure. Requirements Specific To: BOILER - B 1-1, 6 1-2 : 1. The specified heating and/or cooling equipment is covered by the ASHRAE 90.1 Code and must meet the following minimum efficiency: Boiler Thermal Efficiency 75% Et 80% Ec 2. Two -pipe changeover heating/cooling controls must: a) allow a deadband between changeover from one mode (heating/cooling) to the other of at least 15 degrees F outside temperatures b) allow operation in one mode (heating/cooling) for at least 4 hours before changing over to the other mode c) allow heating and cooling supply temperatures at the changeover point to be no more than 30 degrees F apart. Exception(s): An economizer is not required due to unusual outside air filtration requirements. Section 403.3 of the Mechanical Code for New York State sets minimum outside air ventilation requirements and requirements for filtration or purification if the outside air does not meet minimum air-quality requirements. Economizers are not required for systems having air- or evaporatively cooled condensers (i.e., • those that cannot use water economizers) when the outside air pollutants can be classified as "unusual." 3. The specified heating equipment is covered by Federal minimum efficiency requirements. New equipment of this type can be assumed to meet or exceed ASHRAE 90.1 Code requirements for equipment efficiency. Used equipment must meet 80% Et @ maximum capacity. 4. Systems with multiple boilers have automatic controls capable of sequencing the operation of the boilers. 5. Hydronic heating systems comprised of a single boiler and >500 kBtu/h input design capacity include either a multistaged or modulating burner. Requirements Specific To: WATER HEATER - GWH-1 : 1. Water heating equipment used solely for heating potable water, pool heaters, and hot water storage tanks must meet the following miniumum efficiency: Gas Storage Water Heater efficiency: 80.00 % Et (261 SL, k8tu/h) 2. Insulation must be provided for recirculating system piping, including the supply and return piping of a circulating tank type water heater. 3. Service water -heating equipment shall be provided with controls to allow a setpoint of 110*F for equipment serving dwelling units and 90°F for equipment serving non -dwelling units. Lavatory outlet temperatures shall be limited to 110°F. Project Title: GRHD Battlement Mesa Medical Office Building Report date: 12/17/12 Data filename:11dvfs0flprojects\Battlement Mesa MOB DV120821DesignlLighting\Calculations\Batilement Mesa IECC.cck Page 10 of 13 4. Systems designed to maintain usage temperatures in hot water pipes, such as recirculating hot water systems or heat trace, must be equipped with automatic time switches or other controls that can be set 10 switch off the temperature maintenance system during extended periods when hot water is not required. 5. When used to maintain storage tank water temperature, recirculating pumps must be equipped with controls limiting operation to the start of the heating cycle to a maximum of 5 minutes after the end of the heating cycle. Generic Requirements: Must be met by all systems to which the requirement is applicable: 1. All equipment and systems must be sized to be no greater than needed to meet calculated loads. A single piece of equipment providing both heating and cooing must satisfy this provision for one function with the capacity for the other function as small as possible, within available equipment options. Exception(s): - The equipment and/or system capacity may be greater than calculated loads for standby purposes. Standby equipment must be automatically controlled to be off when the primary equipment and/or system is operating. - Multiple units of the same equipment type whose combined capacities exceed the calculated load are allowed if they are provided with controls to sequence operation of the units as the load increases or decreases. 2. Each healing or cooling system serving a single zone must have its own temperature control device. 3. Each humidification system must have its own humidity control device. 4. Design heating and cooling loads for the building must be determined using procedures in the ASHRAE Handbook of Fundamentals or an approved equivalent calculation procedure. 5. The system or zone control must be a programmable thermostat or other automatic control meeting the following criteria: a) capable of setting back temperature to 55°F during heating and setting up to 85°F during cooling, b) capable of automatically setting back or shutting down systems during unoccupied hours using 7 different day schedules, c) have an accessible 2 -hour occupant override, d) have a battery back-up capable of maintaining programmed settings for at least 10 hours without power. Exception(s): - A setback or shutoff control is not required on thermostats that control systems serving areas that operate continuously. - A setback or shutoff control is not required on systems with total energy demand of 2 kW (6,826 Btu/h) or less. 6. The system muss supply outside ventilation air as required by Chapter 4 of the International Mechanical Code. If the ventilation system is designed to supply outdoor -air quantifies exceeding minimum required levels, the system must be capable of reducing outdoor -air flow to the minimum required levels. 7. Air ducts must be insulated to the following levels: a) Supply and return air ducts tor conditioned air located in unconditioned spaces (spaces neither heated nor cooled) must be insulated with a minimum of R-5. Unconditioned spaces include attics, crawl spaces, unheated basements, and unheated garages. b) Supply and return air ducts and plenums must be insulated to a minimum of R-8 when located outside the building. c) When ducts are located within exterior components (e.g., floors or roofs), minimum R-8 insulation is required only between the duct and the building exterior. Exception(s): - Duct insulation is not required on ducts located within equipment. - Duct insulation is not required when the design temperature difference between the interior and exterior of the duct or plenum does not exceed 15°F. 8. Mechanical fasteners and seals, mastics, or gaskets must be used when connecting ducts to fans and other air distribution equipment, including multiple -zone terminal units. 9. All joints, longitudinal and transverse seams, and connections in ductwork must be securely sealed using weldments; mechanical fasteners with seals, gaskets, or mastics; mesh and mastic searing systems; or tapes. Tapes and mastics must be listed and labeled in accordance with UL 181A and shall be marked '181A -P' for pressure sensitive tape, '181A -M' for mastic or '181A-1-1' for heat -sensitive tape. Tapes and mastics used to seal flexible air ducts and flexible air connectors shall comply with UL 181 B and shall be marked '181 B -FX' for pressure -sensitive tape or '181B -M' for mastic. Unlisted duct tape is not permitted as a sealant on any metal ducts. Exception(s): - Continuously welded and locking -type longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g. pressure classification. 10. All pipes serving space -conditioning systems must be insulated as follows: Hot water piping for heating systems: 1 1/2 in. for pipes <=1 1/2 -in. nominal diameter, 2 in. for pipes >1 1/2 -in. nominal diameter. Chilled water, refrigerant, and brine piping systems: 1 1/2 in. insulation for pipes <=1 1/2 -in. nominal diameter, 1 1/2 in. insulation for pipes >1 1/2 -in. nominal diameter. Steam piping: 1 1/2 in. insulation for pipes <=1 1/2 -in. nominal diameter, 3 in. insulation for pipes >1 1/2 -in. nominal diameter. Exception(s):. - Pipe insulation is not required for factory -installed piping within HVAC equipment. - Pipe insulation is not required for piping -that conveys fluids having a design operating temperature range between 55°F and 105°F. Project Title: GRHD Battlement Mesa Medical Office Building Report date; 12/17/12 Data filename: Ildvfs011projects\Battlement Mesa MOB_ DV120821Design\Lighting\Calculations\Battlement Mesa IECC.cck Page 11 of 13 - Pipe insulation is not required for piping that conveys fluids that have not been heated or cooled through the use of fossil fuels or electric power. - Piping within room fan -coil (with AHRI440 rating) and unit ventilators (with AHRI840 rating). - Pipe insulation is not required for runout piping not exceeding 4 ft in length and 1 in. in diameter between the control valve and HVAC coil. 11. Operation and maintenance documentation must be provided to the owner that includes at least the following information: a) equipment capacity (input and output) and required maintenance actions b) equipment operation and maintenance manuals c) HVAC system control maintenance and calibration information, including wiring diagrams, schematics, and control sequence descriptions; desired or field -determined set points must be permanently recorded on control drawings, at control devices, or, for digital control systems, in programming comments d) complete narrative of how each system is intended to operate. 12. Thermostats controlling both heating and cooling must be capable of maintaining a 5°F deadband (a range of temperature where no heating or cooling is provided). Exception(s): - Deadband capability is not required if the thermostat does not have automatic changeover capability between heating and cooling. - Special occupancy or special applications where wide temperature ranges are not acceptable and are approved by the authority having jurisdiction. 13. Hot water space -heating systems with a capacity exceeding 300 kBtuth supplying heated water to comfort conditioning systems must include controls that automatically reset supply water temperatures by representative building loads (including return water temperature) or by outside air temperature. Exception(s): - Where the supply temperature reset controls cannot be implemented without causing improper operation of heating, cooling, humidification, or dehumidification systems. - Hydronic systems that use variable flow to reduce pumping energy. 14. Balancing devices provided in accordance with IMC (2006) 603.17. 15. Demand control ventilation (DCV) required for high design occupancy areas (>40 person/1000 ft2 in spaces >500 ft2) and served by systems with any one of 1) an air -side economizer, 2) automatic modulating control of the outdoor air damper, or 3) a design outdoor airflow greater than 3000 cfm. Exception(s): - Systems with heat recovery. - Multiple -zone systems without DDC of individual zones communicating with a central control panel. - Systems with a design outdoor airflow less than 1200 cfm. - Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. 16. Outdoor air supply and exhaust systems must have motorized dampers that automatically shut when the systems or spaces served are not in use. Dampers must be capable of automatically shutting off during preoccupancy building warm-up, cool -down, and setback, except when ventilation reduces energy costs (e.g., night purge) or when ventilation must be supplied to meet code requirements. Both outdoor air supply and exhaust air dampers must have a maximum leakage rate of 3 cfm/f12 at 1.0 in w.g. when tested in accordance with AMCA Standard 500. Exception(s): - Gravity (non -motorized) dampers are acceptable in buildings less than three stories in height. - Systems with a design outside air intake or exhaust capacity of 300 cfm (140 L/s) or less that are equipped with motor operated dampers that open and close when the unit is energized and de -energized, respectively. 17. All freeze protection systems, including sell -regulating heal tracing, must include automatic controls capable of shutting off the systems when outside air temperatures are above 40°F or when the conditions of the protected fluid will prevent freezing. Snow- and ice -melting systems must include automatic controls capable of shutting off the systems when the pavement temperature is above 50°F and no precipitation is falling, and an automatic or manual control that wilt allow shutoff when the outdoor temperature is above 40°F. 18. Hydronic systems that use a common return system for both hot water and chilled water must not be used. 19. Individual fan systems with a design supply air capacity of 5000 cfm or greater and minimum outside air supply of 70 percent or greater of the supply air capacity must have an energy recovery system with at least a 50 percent effectiveness. Where cooling with outdoor air is required there is a means to bypass or control the energy recovery system to permit cooling with outdoor air. Exception(s): - Hazardous exhaust systems, commercial kitchen and clothes dryer exhaust systems that the International Mechanical Code prohibits the use of energy recovery systems. - Systems serving spaces that are heated and not cooled to less than 60°F. Where more than 60 percent of the outdoor heating energy is provided from site -recovered or site solar energy. Heating systems in climates with less than 3600 HDD. Cooling systems in climates with a 1 percent cooling design wet -bulb temperature less than 64°F. Project Title: GRI -ID Battlement Mesa Medical Office Building Report date: 12/17/12 Data filename: 11dvfs011projects\Battlement Mesa MOB_DV120821Design\Lighting\Calculations\Battlement Mesa IECC.cck Page 12 of 13 - Systems requiring dehumidification that employ energy recovery in series with the cooling coil.. - Laboratory fume hood exhaust systems that have either a variable air volume system capable of reducing exhaust and makeup air volume to 50 percent or less of design values or, a separate make up air supply meeting the following makeup air requirements: a) at least 75 percent of exhaust flow rate, b) heated to no more than 2°F below room selpoint temperature, c) cooled to no lower than 3°F above room selpoint temperature, d) no humidification added, e) no simultaneous healing and cooling. Project Title: GRHD Battlement Mesa Medical Office Building Report date: 12/17/12 Data filename: Ildvfs01\projects\Battlement Mesa MOB_DV120821Design\LighlinglCalculations\Battlement Mesa IECC.cck Page 13 of 13 2009 IECC COMcheck Software Version 3.9.1 Interior Lighting Compliance Certificate Section 1: Project Information Project Type: New Construction Project Title : GRHD Battlement Mesa Medical Office Building Construction Site: Battlement Mesa, CO Owner/Agent: Designer/Contractor: Grand River Hospital District ME Engineers 501 Airport Road 10055 West 43rd Avenue Rifle, CO 81650 Wheat Ridge, CO 80033 970-625-6458 303-421-6655 Section 2: Interior Lighting and Power Calculation A B C D Area Category Floor Area Allowed Allowed Watts (1t2) Watts 1 f12 (B x C) Healthcare -Clinic 39195 1 39195 Section 3: Interior Lighting Fixture Schedule A Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Total Allowed Watts = 39195 B C D E Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. Healthcare -Clinic (39195 sq.ft.) F1, F1 B, F1 E: 48" T8 32W / Electronic 2 40 59 2360 F1A: 48" T8 32W / Electronic 3 3 89 267 F2: 24" T8 17W / Electronic 2 2 32 64 F3: 48' T8 32W / Electronic 2 55 59 3245 F4: 48" T8 32W / Electronic 2 47 59 2773 F6: 48" T8 32W / Electronic 1 18 30 540 F6A: 24" T8 17W / Electronic 2 2 32 64 F7: 48" T8 32W / Electronic 1 5 30 150 F9: 48" T8 32W / Electronic 2 146 59 8614 F10: 24" T8 17W / Electronic 2 190 32 6080 F11, F11A: Other 1 18 47 846 LEDI:Other 1 45 14 630 LED2:Other 1 94 4 376 LED3, LED3A: Other 1 172 27 4644 LED4:Other 1 4 30 120 LED5:Other 1 66 4 264 D1, DIA: Incandescent 100W 1 9 100 900 D2, D2A: Triple 4 -pin 42W / Electronic 6 5 240 1200 D3, D4: Other 1 15 14 210 D5, DSA, D58: Triple 4 -pin 18W / Electronic 1 37 18 666 D6: Other 1 10 10 100 D7: Other 1 4 10 40 Total Proposed Watts = 34153 Section 4: Requirements Checklist Project Title: GRHD Battlement Mesa Medical Office Building Report date: 12/17/12 Data filename: Ildvfs01 \projects \Battlement Mesa MOB DV120821Design\LightinglCalculations18attlement Mesa IECC.cck Page 3 of 13 Interior Lighting PASSES: Design 13% better than code: Lighting Wattage: '1. Total proposed watts must be less than or equal to total allowed watts. Allowed Watts Proposed Watts Complies 39195 34153 YES Controls, Switching, and Wiring: ❑'2, Daylight zones under skylights more than 15 feet from the perimeter have lighting controls separate from daylight zones adjacent to vertical fenestration. Q'3. Daylight zones have individual lighting controls independent from that of the general area lighting. Exceptions: ❑ Contiguous daylight zones spanning no more than Iwo orientations are allowed to be controlled by a single controlling device. ❑ Daylight spaces enclosed by walls or ceiling height partitions and containing two or fewer light fixtures are not required to have a separate switch for general area lighting. '4. Independent controls for each space (switch/occupancy sensor). ❑ 5. Exceptions: a Areas designated as security or emergency areas that must be continuously illuminated. ('Lighting in stairways or corridors that are elements of the means of egress. Masser switch at entry to hotel/motel guest room. ❑ 6. Individual dwelling units separately metered. 2 7. Medical task lighting or art/history display lighting claimed to be exempt from compliance has a control device independent of the control of the nonexempt lighting. 4,'8. Each space required to have a manual control also allows for reducing the connected lighting load by at least 50 percent by either controlling all luminaires, dual switching of alternate rows of luminaires, alternate luminaires, or alternate lamps, switching the middle lamp luminaires independently of other lamps, or switching each luminaire or each lamp. Exceptions: ❑ Only one luminaire in space. ( 'An occupant -sensing device controls the area. 'The area is a corridor, storeroom, restroom, public lobby or steeping unit. ❑ Areas that use less than 0.6 Watts/sq,ft. 2/9. Automatic lighting shutoff control in buildings larger than 5,000 sq.ft. Exceptions: 2'Sleeping units, patient care areas; and spaces where automatic shutoff would endanger safety or security. 10.Photocell/astronomical time switch on exterior lights. Exceptions: ❑ Lighting intended for 24 hour use. u,,41 :Tandem wired one -lamp and three -lamp ballasted luminaires (No single -lamp ballasts). Exceptions: ❑ Electronic high -frequency ballasts; Luminaires on emergency circuits or with no available pair. Section 5: Compliance Statement Compliance Statement: The proposed lighting design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed lighting system has been designed to meet the 2009 IECC requirements in COMcheck Version 3.9.1 and to comply with the mandatory requirements in the Requirements Checklist. Name - Title Signature Date Project Title: GRHD Battlement Mesa Medical Office Building Report date: 12117/12 Data filename: 1ldvfs011projects\Battlement Mesa MOB_DV120821DesignlLightinglCalculations\Battlement Mesa IECC.cck Page 4 0113 LETTER OF TRANSMITTAL CTL ! THOMPSON INCORPORATED GRAND RIVER HOSPITAL DISTRICT 501 AIRPORT ROAD RIFLE CO 81650 Date: THURSDAY, SEPTEMBER 19, 2013 Project: GRAND RIVER HOSPITAL DISTRICT Project No: GS05679.000 WE ARE TRANSMITTING: Cold Formed Metal Framing Observation/ FOR DATES: 19/18/2013/ REMARKS: See attached summary reports for information. COPIES MAILED TO: CTLL 1 Thompson, Inc ir, DAN DOWNING LABORATORY/FIELD MANAGER 234 Center Dr. I Glenwood Springs, CO 81601 I Phone: 970-945-2809 I Fax: 970-945-7411 CTL THOMPSON, INC. PROJECT NO. GS05679-391 COLD FORMED METAL FRAMING OBSERVATION REPORT NO 10 by Becky Gremillion I industrial Inspection Services P.O. Box 1916 Carbondale, CO 81623 Phone: (970) 945.8464 1 Cell,: 948.2508 Field Welding /Special Inspection Report Period ending September 19th, 2013 DATE: Period ending September 18th, 2013 CLIENT: CTL Thompson PROJECT: GRHD Battlement Mesa MOB ADDRESS: 201 Slppiriili Dr,, Battlement Mesa PERMIT # BLCO.12-12-2719 GENERAL CONTRACTOR: FCI Constructors SUB -CONTRACTOR: Front Range Drywall DESCRIPTION OF WORK INSPECTED: Special Inspection to monitor field welding as required by the structural engineer, IBC and Garfield County Building Department in accord with the approved specifications as provided and applicable building code requirements. WEDNESDAY, September 18th, 2013: REPORT NO. 10 Special inspection to verify and witness periodically field welding of cold -formed studs and framing components to steel structure at INTERIOR of building. Primary focus on Lower Level (Level 1) for framing inspection. All field welding complete and inspected, including fabrication of king studs, bridging 1 connection clips and screws to studs as required along WEST (gridlines A11.5), NORTH (1/A -L), and EAST(gridlines L/1.6) walls - (South wall Is part of the concrete foundation). This completes the LOWER LEVEL INTERIOR welding, fabrication, reinforcement of stud framed walls. FINAL • OK TO DRYWALL THIS LEVEL. (Work inspected but still in progress throughout portions of the upper level interior of the building at this time.) NOTE: Field welding was performed by certified welders employed by Front Range Drywall (for FCI Constructors) using approved materials. Cooperative efforts made to prep steel surfaces to receive field welding, including removal of paint 1 Monokote in weld area and drying- out material when moisture is present due to rain in compliance with the AWS D1.3 & D1.1 welding codes (to ensure required moisture - free, low -hydrogen condition) when necessary, per approved plans and specifications. No problems noted. SPECIAL INSPECTOR OF RECORD: Becky Gremillion # 0832411-85 International Code Council # 0472 Los Angeles County LETTER OF TRANSMITTAL CTL 1 THOMPSON iNCORP0RA.TED GRAND RIVER HOSPITAL DISTRICT 501 AIRPORT ROAD RIFLE CO 81650 Date: MONDAY, AUGUST 26, 2013 Project: GRAND RIVER HOSPITAL DISTRICT Project No: GS05679.000 WE ARE TRANSMITTING: Cold Formed Metal Framing Observation / FOR DATES: From: 8/0612013 To: 811912013: REMARKS: See attached summary reports for information. COPIES MAILED TO: CTL I Thompson, Inc Lnotinist� DAN DOWNING LABORATORY/FIELD MANAGER 234 Center Dr. 1 Glenwood Springs, CO 81601 1 Phone: 970-945-2809 1 Fax: 970-945-7411 CTL THOMPSON, INC. PROJECT NO. GS05679-391 COLD FORMED METAL FRAMING OBSERVATION REPORT NO 1, REPORT NO. 2 REPORT 3, REPORT 4 REPORT 5, REPORT 6, REPORT 7, REPORT 8 AND REPORT NO. 9 by Becky Gremillion 1 Industrial Inspection Services P.O. Box 1916 Carbondale, CO 81623 Phone: (970) 945.8464 I Cell: 948-2508 Field Welding / Special Inspection Report (Period ending August 19th, 2013 DATE: Week ending August 191h, 2013 CLIENT: CTL Thompson PROJECT: GRHD Battlement Mesa MOB ADDRESS: 201 Sippirilli Dr., Battlement Mesa PERMIT # BLCO-12.12-2719 GENERAL CONTRACTOR: FCI Constructors SUBCONTRACTOR: Front Range Drywall DESCRIPTION OF WORK INSPECTED: Special inspection to monitor field welding as required by the structural engineer, IBC and Garfield County Building Department in accord with the approved specifications as provided and applicable building code requirements. TUESDAY, August 6th, 2013: REPORT NO. 1 Special inspection to verify and witness periodically field welding of cold -formed studs and framing components to steel structure. Welding being performed at East today, including fabrication of King Studs and side clip attachment to structural steel at Level 2 grid U4.6, and North at roof, gridline 118 - WEDNESDAY, August 7th, 2013: REPORT NO. 2 Special inspection to verify and witness periodically field welding of cold -formed studs and framing components to steel structure. Welding being performed today at exterior of building at South at grid 4/A -C (King studs, roof clips & bridging) and 61K -F, as well as East side clips to roof grid U1.2 and Level 2 Lf1.4. Work continuing and in progress at this time throughout the exterior buliding perimeter. Level 2 gridline 1/ D -K. Framing work in progress at this time throughout the exterior building perimeter. FRIDAY, August 9`h, 2013: REPORT NO. 3 Special inspection to verify and witness periodically field welding of cold -formed studs and framing components to steel structure. Welding being performed today at exterior of building at SOUTH (bridging at Level 2, gridline 6.1/J -L), EAST (side clips at Level 2 and roof grid U1-6,1); NORTH (fabrication and erection of king studs at double -layer wall grid 1/F -J). Work continuing and in progress at this time throughout the exterior building perimeter. PSI also onslte to relocate roof beam and connection clips to structural steel at gridline 4!E.5. MONDAY, August 12th 2013: REPORT NO. 4 Special inspection to verify and witness periodically field welding of cold -formed studs and framing components to steel structure. Verified completion of all exterior welding at EAST, including king studs, side clips at roof and Level 2 and bridging throughout gridline U1-6- OK TO SHEATH. Welding in progress being performed today at exterior of building at NORTH, WEST (A/1-3); Work in progress throughout the exterior of the building at this time. TUESDAY, August 13th, 2013: REPORT NO. 5 Special inspection to verify and witness periodically field welding of cold -formed studs and framing components to steel structure. Continued work at exterior of building - NORTH (side clips grid 1/A -B and C -D Level 2 and roof) king studs at 1/A -D and F•J and bridging at 1!J -L). Relocate and reattach double -layer wall at gridline 11F -J. Work in progress throughout the exterior of the building at this time. WEDNESDAY, August 14th, 2013: REPORT NO. 6 Special inspection to verify and witness periodically field welding of cold -formed studs and framing components to steel structure. Continued work at exterior of building - WEST (king studs gridline A!1.4 Level 2 & roof; side clips at roof A13.4); NORTH (relocation of 2x layer wail still in process) and SOUTH (perimeter of low -roof at gridline 5!C -F and king stud fabrication for interior roof perimeter (parapet). Work continuing and in progress throughout the exterior of the building at this time, THURSDAY, August 15th, 2013: REPORT NO. 7 Special inspection to verify and witness periodically field welding of cold -formed studs and framing components to steel structure. Continued work at exterior of building • WEST(side clips at roof and Level 2 gridline N1.4); SOUTH (High roof side clips exterior gridline 6.1/D -J and interior gridline 5111F.5 as well as confirm all interior parapet king studs at roof • OK TO SHEATH. Work continuing and In progress throughout the exterior of the building at this time. FRIDAY, August 16th, 2013: REPORT NO. 8 Special inspection to verify and witness periodically field welding of cold•formed studs and framing components to steel structure. Continued work at exterior of building - SOUTH (complete at entry bay area gridline 6.11D•J - side clips at low roof, king stud fabrication and bridging). OK TO SHEATH Work continuing and in progress throughout the exterior of the building at this time. MONDAY, August 19th 2013: REPORT NO. 9 Special inspection to verify and witness periodically held welding of cold -formed studs and framing components to steel structure. Continued work at exterior of building - WEST (completion of installation and welding of bridging and clips) OK TO COMPLETE SHEATHING; NORTH (complete all fabrication of king studs, double -layer wall attachment to structure, side clips and bridging at Level 2 and roof. This completes the EXTERIOR welding, fabrication, reinforcement and attachment of stud framed wails to structure. FINAL - OK TO SHEATH ALL EXTERIOR. (Work still in progress throughout the interior of the building at this time.) Inspections performed on a more frequent basis to accommodate accelerated framing schedule at the request of the General Contractor on behalf of the Owner. NOTE: Field welding was performed by certified welders employed by Front Range Drywall & PSI (for Western Slope Iron & PC! Constructors) using approved materials. Cooperative efforts made to prep steel surfaces to receive field welding, including removal of paint / Monokote in weld area and drying- out material when moisture is present due to rain in compliance with the AWS D1.3 & D1.1 welding codes (to ensure required moisture -free, low -hydrogen condition) when necessary, per approved plans and specifications. No problems noted. SPECIAL INSPECTOR QF RECORD: Becky Gremillion # 0832411-85 international Code Council # 0472 Los Angeles County GRAND RIVER HOSPITAL DISTRICT BATTLEMENT MOD CTL f T PROJECT NO. GSO5679.391 REPORTS 1, 23, 4, 5, 6, 7, 8 AND 9 S:YGS06679.000119152. Reporls1GS3673 391 Cold Formed Metal Framing Observation R1, R2 R3, R4, R5, R6, R7, Re end R9 Figures 1, 2 and 3.dor Fig. 1 - `e"-Y'fa4t0Jr �a• } Fu s *r f ,'.il,'`•' *If? GRAND GRAND RIVER HOSPITAL DISTRICT BATTLEMENT MOB CIL I T PROJECT NO. GS05679.391 REPORTS 1, 2 3, 4, 5, 6, 7, 8 AND 9 Sf1GS05679.000439112, Reporls1GS0679391 Cold Formed Metal Framing Observation Rt, R2 H3, R4, R5, R6, R7, RS and R9 Figures 1, 2 and 3 doC Fig. 2 GRAND RIVER HOSPITAL DISTRICT BATTLEMENT MOB CTL T PROJECT NO. 6505879.391 REPORTS 1, 23, 4, 5, 6, 7, 8 AND 9 S:\G5G5879.001A39112. Reports1GS0879 391 Cold Formed Metal framing Observalian R1, R2 R3, R9, R5, R6, R7, H8 and R9 Figures 1, 2 and 3.doc Fig. 3 LETTER OF TRANSMITTAL CTL I THOMPSON INCORPORATED GRAND RIVER HOSPITAL DISTRICT 501 AIRPORT ROAD RIFLE CO 81650 Date: FRIDAY, AUGUST 9, 2013 Project: GRAND RIVER HOSPITAL DISTRICT Project No: GS05679.000 WE ARE TRANSMITTING: Weld and/or Bolt Inspection Results, FOR DATES: From: 7/22/2013 To: 7/24/2013 REMARKS: COPIES MAILED TO: See attached summary reports for information. CTL I Thompson, Inc f DAN DOWNING LABORATORY/FIELD MANAGER 234 Center Dr. I Glenwood Springs, CO 81601 I Phone: 970-945-2809 I Fax: 970-945-7411 CTL THOMPSON PROJECT NO, GS05679-390 REPORT NO 11 AND REPORT NO. 12 by Becky Gremiliion 1 Industrial Inspection Services P.O. Box 1916 Carbondale, CO 81623 Phone: (970) 945.8464 1 Cell: 948.2508 Structural Steel I Field Welding — Special Inspection Report Week ending July 26, 2013 DATE: Week ending July 26th, 2013 CLIENT: CTL Thompson PROJECT GRHD Battlement Mesa MOB ADDRESS: 201 Sippirilli Dr., Battlement Mesa PERMIT # BLCO-12-12-2719 GENERAL CONTRACTOR: FCI Constructors SUB -CONTRACTOR: Western Slope Iron I PSI DESCRIPTION OF WORK INSPECTED: Special inspection to monitor field welding as required by the structural engineer, IBC and Garfield County Building Department in accord with the approved specifications as provided and applicable building code requirements. MONDAY, July 22'd, 2013: REPORT NO. 11 Visual special inspection to witness field welding of "T" connection supports of tube steel roof screen sections to structure at low roof, gridline 1.1/A -J (top and bottom) and intermediate HSS 6x6 tube -to -tube steel frame connections (per detail 1215.501) flats & overhead fillets only at grids 1.1IE-J, brace angles per detail 131S•501, as well as elevator structural support columns and stiffeners at gridlines J -K/2.5.3.1, Levels 1 & 2 (to roof). Decking crew on site today beginning installation of metal roof deck. WEDNESDAY, July 24`h, 2013: REPORT NO. 12 Special Inspection visit to witness field welding of (interior and exterior) multi -pass vertical flare bevel connections at intermediate HSS 6x6 tube -to -tube steel frame connections (per detail 12iS-501) at roof screen - upper roof framing (S-204) along gridline 1.11 A -J (work performed 7-23 and 7-24). Final inspection of metal decking installation decking (including puddle welds and screw pattern for lap splices) of roof (at main structure as well as canopies); Xray light support structures at gridline 3.4/D -E and 4-518-C and stair structure at gridline G-JI1.1.2.5 (Level 1.2). NOTE: Field welding was performed by certified welders employed by PSI (for Western Slope Iron & FCI Constructors) using low -hydrogen E7018 electrodes. Cooperative efforts made to prep steel surfaces to receive field welding, including removal of paint in weld area and drying- out material when moisture is present due to rain In compliance with the AWS DI.1 welding code (to ensure required moisture -free, low - hydrogen condition) when necessary, per approved plans and specifications. No problems noted. SPECIAL INSPECTOR OF RECORD: Becky Gremiliion # 0832411.85 International Code Council # 0472 Los Angeles County GRAND RIVER HOSPITAL DISTRICT BATTLEMENT MOB CTL IT PROJECT NO. GS05679-390 REPORTS 11 AND 12 S:1GS05679.000119012. Reparls1GS0679390 Weld and Balt Observation R11 and R12 Figures I, 2 8nd 3.dae Fig. 1 GRAND RIVER HOSPITAL DISTRICT BATTLEMENT MOS CTL [ T PROJECT NO. GS05579.390 REPORTS 11 AND 12 6:10505679.000139612, Reports}GS0679 390 Weld end Balt Observation R11 and R12 Figures 1, 2 and 3.doe Fig. 2 �.t• GRAND RIVER HOSPITAL DISTRICT BATTLEMENT MOB CTL j T PROJECT NO. GS05579.390 REPORTS 11 AND 12 S:5GSQ5679.000139042. Reports\GS0679 39D Weld and Bolt Observation R11 and R12 Figures 1, 2 and 3.don Fig, 3 LETTER OF TRANSMITTAL CTL I THOMPSON INCORPORATED GRAND RIVER HOSPITAL DISTRICT 501 AIRPORT ROAD RIFLE CO 81650 Date: TUESDAY, JULY 23, 2013 Project: GRAND RIVER HOSPITAL DISTRICT Project No: GS05679.000 WE ARE TRANSMITTING: Weld and/or Bolt Inspection Results FOR DATES: IFrorrlt%7/8/2013 To: 7/18/2013 REMARKS: See attached summary reports for information. COPIES MAILED TO: CTL 1 Thompson, Inc bfrs' 4:12,14-0 DAN DOWNING LABORATORY/FIELD MANAGER 234 Center Dr. I Glenwood Springs, CO 81601 I Phone: 970-945-2809 I Fax: 970.945-7411 CTL THOMPSON PROJECT NO. GS05679-390 REPORT NO 6, AND REPORT NO. 7 by Becky Gremillion 1 Industrial Inspection Services P.O. Box 1916 Carbondale, CO 81623 Phone: (970) 945.8464 1 Cell: 948.2508 Structural Steel / Field Welding — Special Inspection Report July 8 thru 12, 2013 DATE: Week ending July 12«, 2013 CLIENT: CTL Thompson PROJECT: GRHD Battlement Mesa MOB ADDRESS: 201 Sipprelle Dr., Battlement Mesa PERMIT # BLCO.12.12.2719 GENERAL CONTRACTOR: FCI Constructors SUB -CONTRACTOR: Western Slope Iron 1 PSI DESCRIPTION OF WORK INSPECTED: Special inspection to monitor field welding as required by the structural engineer, IBC and Garfield County Building Department in accord with the approved specifications as provided and applicable building code requirements. MONDAY, July 8', 2013; REPORT NO. 6 Special inspection visit to verify work performed 7.3 afternoon, 7-4 and witness work performed today while onsite, including installation and field welding of steel bar joists at roof level throughout gridlines A -D11-4 (per detail 6/S-501) & continued work on bridging installation and welding THURSDAY, July 11", 2013: REPORT NO. 7 special inspection visit to verify work performed 7/8 afternoon, 719, 7110 & today while onsite, including installation and continued field welding of roof perimeter angle (gridlines C -F15.75, N1-5 and 5/A -C per typical details on S-501); moving of crane and subsequent erection 1 begin field welding of entry canopy frame columns and horizontal tubes (D,1 -E15.7) and angle support clips at tubes to columns along low roof at gridline 5.75 IC -J. NOTE: Field welding was performed by certified welders employed by PSI (for Western Slope Iron & FCI Constructors) using low -hydrogen E7018 electrodes. Cooperative efforts made to prep steel surfaces to receive field welding, including removal of paint in weld area and drying- out material when moisture is present due to rain in compliance with the AWS D1.1 welding code (to ensure required moisture -free, low -hydrogen condition) when necessary, per approved plans and specifications. No problems noted. SPECIAL INSPECTOR OF RECORD: Becky Gremillion # 0832411.85 International Code Council # 0472 Los Angeles County GRAND RIVER HOSPITAL DISTRICT BATTLEMENT MOB CTL 1T PROJECT NO. GS05679.390 REPORTS 6 AND 7 SAGS05679.000i39012, RaportsYGS0679 390 Weld and Balt Observation R5 and R7 Figures 1, 2 and 3.doc Fig. 1 GRAND RIVER HOSPITAL DISTRICT BATTLEMENT MOB CTL j T PROJECT NO. GS05679-390 REPORTS 6 AND 7 S:\G605679,000439042. Reporla\GS067g 390 Weld and Bolt O6servalion R6 end R7 Figures 1,2 and 3.doe Fig. 2 GRAND RIVER HOSPITAL DISTRICT BATTLEMENT Moe CTL IT PROJECT NO. G505679-390 REPORTS 6 AND 7 S:1GS05679.000139012. ReportstGS0679 390 Weld and Balt Observation R6 and R7 Figures 1, 2 and 3.d0c Fig. 3 CTL THOMPSON PROJECT NO. GS05679-390 REPORT NO 8, REPORT NO, 9 AND REPORT NO. 10 by Becky Gremillion /Industrial Inspection Services P.O. Box 1916 Carbondale, CO 81623 Phone: (970) 945.8464 1 Cell: 948-2508 Structural Steel / Field Welding — Special Inspection Report July 15 thru 19, 2013 DATE: Week ending July 19th, 2013 CLIENT: CTL Thompson PROJECT: GRHD Battlement Mesa MOB ADDRESS: 201 Sippirilli Dr., Battlement Mesa PERMIT # BLCO-12-12.2719 GENERAL CONTRACTOR: FCI Constructors SUB -CONTRACTOR: Western Slope Iron / PSI DESCRIPTION OF WORK INSPECTED: Special inspection to monitor field welding as required by the structural engineer, IBC and Garfield County Building Department in accord with the approved specifications as provided and applicable building code requirements. MONDAY, July 15th, 2013: REPORT NO. 8 special inspection visit to verify work performed 7111 afternoon, 7/12 and today while onsite, including continued installation and field welding of perimeter angle along high roof, gridline C - F15.75 & 5,11A -F, N1.4, J11.4 (detail LUE7 re: 11/S-501} and bent plate at back canopy gridline 1/C -D (Level 2) and setting of roof screen sections and field welding of "T" connections, gridline 11G -K and header tubes to columns per detail 10/S•600 along C-DE15 & 5.75 TUESDAY, July 16", 2©13:: REPORT NO. 9 Full day special inspection to witness field welding of multi -pass flare bevel connections at tube steel Entry Canopy per structural details 12 & 13!S-502, gridlines D.1 & E ! 5.75.7 (South -side of building) • 10 each. Continued welding of perimeter angle @ low -roof (along gridline lIa-E) and high -roof, gridlines C•F14.5.5.75 and J/1-4. Set roof screen frame sections and begin welding to structure to tack and secure at gridline 11G - K; install stairs at Level 1 -Level 2 at gridlines 1.21H•J THURSDAY, July 18", 2013: REPORT NO. 10 Periodic half-day special Inspection visit to witness field welding of multi -pass flare bevel connections at South Canopy (as aforementioned, 4 each), as well as column caps to underside of canopy frame tubes per detail P/E7 (4 ea) and bent roof perimeter plate per 6/S-502 along gridlines D.1 & E16-7 (as well as A/3.4); tube steel flare bevel connections at low -roof level along gridline 5.751D -F. Continue erection of roof screen frame sections and intermediate tubes along gridline 1.118-F NOTE: Field welding was performed by certified welders employed by PSI (for Western Slope Iron & FCI Constructors) using low -hydrogen E7018 electrodes. Cooperative efforts made to prep steel surfaces to receive field welding, including removal of paint in weld area and drying- out material when moisture is present due to rain in compliance with the AWS D1.1 welding code (to ensure required moisture -free, low - hydrogen condition) when necessary, per approved plans and specifications. No problems noted. SPECIAL INSPECTOR OF RECORD: Becky GremiIlion # 0832411-85 International Code Council if 0472 Los Angeles County la :-.t .ij; ". GRAND RIVER HOSPITAL DISTRICT BATTLEMENT MOB CTL 1 T PROJECT NO. GS05679.390 REPORTS 8, 9 AND 10 S:1G805679.000139012. Repoi[s1GS0079 390 Weld and Bolt Observation R9, A9 and RI0 Figures 1, 2 and 3.dac Fig. 1 GRAND RIVER HOSPITAL DISTRICT BATTLEMENT MOB CTL I T PROJECT NO. G505679-390 REPORTS 9, 9 AND 10 SAG 905678.000U9012. Reparta1GS0679 320 Weld and Bolt Observation R9, R9 and R10 Figures 1, 2 and 3.doe Fig. 2 GRAND RIVER HOSPITAL DISTRICT BATTLEMENT MOB CTL 1 T PROJECT NO. GSO5579.390 REPORTS 8, 9 AND 10 S:LGS05679.0001.39012. Report %GS0679 390 Weld and Balt Observation R8, R9 and R10 Figures 9, 2 and 3.doc Fig. 3 LETTER OF TRANSMITTAL CTL 1 TI OMPSON INCORPORATED GRAND RIVER HOSPITAL DISTRICT 501 AIRPORT ROAD RIFLE CO 81650 Date: MONDAY, JULY 8, 2013 Project: GRAND RIVER HOSPITAL DISTRICT Project No: GS05679.000 WE ARE TRANSMITTING: Weld and/or Bolt Inspection Results FOR DATES: from: 6/18/2013 To: 7/3/2013 REMARKS: See attached summary reports for information. COPIES MAILED TO: CTL �1 Thompson, Inc DAN DOWNING LABORATORY/FIELD MANAGER 234 Center Dr. I Glenwood Springs, CO 81601 1 Phone: 970-945-28091 Fax: 970-945-7411 CTL THOMPSON PROJECT NO. GS05679-390 REPORT NO 1, REPORT NO. 2 AND REPORT NO. 3 by Becky Gremillion 1 Industrial Inspection Services P.O. Box 1916 Carbondale, CO 81623 Phone: (970) 945.8464 1 Cell: 948.2508 Structural Steel/Field Welding — Special Inspection Report June 2013 DATE: June 18th - June 28th, 2013 CLIENT: CTL Thompson PROJECT: GRND Battlement Mesa MOB ADDRESS: 201 Sipprelle Dr., Battlement Mesa PERMIT # I3LCO.12-12.2719 GENERAL CONTRACTOR: FCI Constructors SUB -CONTRACTOR: Western Slope Iron / PSI DESCRIPTION OF WORK INSPECTED: Special inspection to monitor field welding as required by the structural engineer, IBC and Garfield County Building Department in accord with the approved specifications as provided and applicable building code requirements. TUESDAY, June 18", 2013: REPORT NO. 1 Periodic half-day special inspection to witness field welding of embed plates at 2nd level for beam -to - concrete wall connection for 2nd floor per detail 9/S-500 @ gridline K14.13 and L/4.1. Preliminary inspection of columns and 2nd level floor beams being erected throughout gridlines A-DI1-4. TUESDAY, June 25', 2013: REPORT NO. 2 Periodic half-day special inspection to witness continued erection 1 bolted steel -to -steel connections of 2nd level floor beams and diagonal cross braces at moment frames throughout gridlines D -L11.4, as well as continued field welding of bent plate 1 perimeter angle to steel beams at Level 2 per typical detail 1315-500 around perimeter. Grid lines A11.4,11 -1,11A -J.4 and 2.1/J.4 -L. FRIDAY, June 28", 2013: REPORT NO. 3 Full - day special inspection to witness field welding of 5/16" multi -pass fillet welds at structural steel diagonal braces and tensioning of A325 TCB's at slip • critical bolted connections at Level 1. Work performed at gridline J/2 & J13 per detail EJS-300; gridline 2/E, 2/E.5 & 2/F per detail C1S-300; gridline D/2 & D13 per detail BIS -300; gridline 4/E & 41F (sic connections only) per detail DIS -300. Weld washers also completed per drawing PW1 (6.18.13 by Western Slope) Decking crew arrived today; cut -to -fit and tack/puddle weld and screw lap splices of metal decking installed throughout gridline A -E/1 -4 at Level 2. Work performed 6126.6127 periodically inspected, including continued erection of structural steel at low roof, gridlines D -U1.4 and continued field welding of bent plate perimeter angle to steel beams at Level 2 per typical detail 1315.500 NOTE: Field welding was performed by certified welders employed by PSI (for Western Slope Iron & FCI Constructors) using low -hydrogen E7018 electrodes. Cooperative efforts made to prep steel surfaces to receive field welding, including removal of paint in weld area and drying- out material when moisture is present due to rain in compliance with the AWS D1.1 welding code (to ensure required moisture -free, low - hydrogen condition) when necessary, per approved plans and specifications. No problems noted. SPECIAL INSPECTOR OF RECORD: Becky Gremillion #0832411-85 International Code Council I # 0472 Los Angeles County .r• rir; ., GRAND RIVER HOSPITAL DISTRICT BATTLEMENT MOB CTL 1 T PROJECT NO. GS05579-390 REPORTS 1, 2 AND 3 S:1GS05679.0001.39012. RaportMMGS0679390 Weld and Bolt O6aarvation 81, R2 and R3 Figuraa 1, 2 and 3.doc Fig. 1 GRAND RIVER HOSPITAL DISTRICT BATTLEMENT MOB CTL 1 T PROJECT NO. GS05679.39O REPORTS 1, 2 AND 3 S:1G$05679.O90139o12. Raports4GS0679 390 Weld and Bolt Observation R1, R2 and R3 Figures 1, 2 and 3.dac Fig. 2 GRAND RIVER HOSPITAL DISTRICT BATTLEMENT MOB CTL 1T PROJECT NO. RS0509.390 REPORTS 1, 2 AND 3 S:LGS05879.9001,39012, Reportst,GS0979 390 Weld and Dalt Observation RI, R2 and R3 Figures'', 2 and Ides Fig. 3 CTL THOMPSON PROJECT NO. GS05679-390 REPORT NO 4, AND REPORT NO. 5 by Becky Gremillion 1 Industrial Inspection Services P.O. Box 1916 Carbondale, CO 81623 Phone: (970] 945.8464 I Cell: 948.2508 Structural Steel / Field Welding -- Special Inspection Report July 1 thrtl 5, 2013 DATE: Week ending July 51h, 2013 CLIENT: CTL Thompson PROJECT: GRHD Battlement Mesa MOB ADDRESS: 201 Sipprelle Dr., Battlement Mesa PERMIT # BLCO.12-12.2719 GENERAL CONTRACTOR: FCI Constructors SUBCONTRACTOR: Western Slope Iron I PSI DESCRIPTION OF WORK INSPECTED: Special inspection to monitor field welding as required by the structural engineer, IBC and Garfield County Building Department in accord with the approved specifications as provided and applicable building code requirements. TUESDAY, July 2"d, 2013: REPORT NO. 4 Full - day special inspection during welding of 5116" multi•pass fillet welds at structural steel diagonal braces and tensioning of A325 TCB's at slip - critical bolted connections at Level 2 and low roof. Work performed at gridline J12 & J13 per detail EIS -300; gridline 2/E, 21E.5 & 21F per detail C/S-300; gridline DI2 & 013 per detail BIS -300; gridline A13 & A14 per detail AIS -300. Decking crew continued; cut -to -fit and tack 1 puddle weld and screw lap splices and shoot HAS's (headed anchor studs) at metal decking installed throughout gridline E - LI1.4 at Level 2. Additional work performed, including continued erection of steel beams at low roof throughout A -E/1-4 and roof at gridlines C -F/5.1.6.1; erection of steel bar joists at low roof, gridlines J -K/4.1.6.1 and K -L12.1 • 4.1 and continued field welding of bent plate perimeter angle to steel beams at Level 2 per typical detail 1315.500 around stair openings and deck penetrations, WEDNESDAY, July 3rd, 2013: REPORT NO. 5 Periodic half-day special inspection to witness field welding of 5116" multi -pass fillet welds at structural steel diagonal braces and tensioning of A325 TCB's at slip - critical bolted connections at Level 2 and low roof. Welding performed at gridline 41E, 41E.5 and 41F per detail D/S•300; slip•critical bolted connections completed at gridlines 41C -F; A13.4; 0/3; 21E -F and J/2-4. Joists installed and welded throughout gridlines J- K, F -J, E -F and D-EI2,1.4.1 NOTE: Field welding was performed by certified welders employed by PSI (for Western Slope Iron & FCI Constructors) using low -hydrogen E7018 electrodes, Cooperative efforts made to prep steel surfaces to receive field welding, including removal of paint in weld area and drying- out material when moisture is present due to rain in compliance with the AWS D1.1 welding code (to ensure required moisture -free, low - hydrogen condition) when necessary, per approved plans and specifications. No problems noted. SPECIAL INSPECTOR OF RECORD: Becky Gremillion # 0832411.85 International Code Council # 0472 Los Angeles County shoe -,{yam-•ts.�- .K•0yT N• y. Y.n T�[7[a1J4.i;f:i'.: GRANA RIVER HOSPITAL DISTRICT BATTLEMENT MOR CTL j T PROJECT NO. GS05679 390 REPORTS 4 AND 5 9:1,0305979.9001639012. Reports1GS0679 399 Wald end Bali O6aarvalion R4 and H5 Figures 1, 2. and 3.doa 1.5 Fig. 1 GRAND RIVER HOSPITAL DISTRICT BATTLEMENT MOB CTL 1T PROJECT NO. GS05S79-390 REPORTS 4 AND 5 S•.1GS05679.009000ti2. Reports\GS0579 390 Weld end Bolt Observation 1:14 and R5 Figures 1, 2 and 3.doe Fig. 2 {%J li Y1it?.•r-M-re ., LZ.i01? 7'1�r:i lQ puu ! C:] - GRAND RIVER HOSPITAL DISTRICT BATTLEMENT MOB CTL IT PROJECT NO. GS05679.390 REPORTS 4 AND 5 5:1G505979,00101390 2. Reporta1050879 390 Weld and Boll Observation Re and R5 Figures 1, 2 and Bdoc Fig. 3 LETTER OF TRANSMITTAL CTL THOMPSON INCORPORATED GRAND RIVER HOSPITAL DISTRICT 501 AIRPORT ROAD RIFLE CO 81650 Date: MONDAY, SEPTEMBER 23, 2013 Project: GRAND RIVER HOSPITAL DISTRICT Project No: GS05679.000 WE ARE TRANSMITTING: Sprayed Fire -Resistive Materials Measurements FOR DATES: 9/19/2013 REMARKS: The materials measured meet project requirements for the items measured. COPIES MAILED TO: CTL I Thompson, Inc "+�pd�✓/t,e� l DAN DOWNING LABORATORY/FIELD MANAGER 234 Center Dr. I Glenwood Springs, CO 81601 I Phone: 970-945-2809 I Fax: 970-945-7411 SPRAYED FIRE -RESISTIVE MATERIAL INFORMATION Project No: GS05679.000 Date of Measurements: 9/19/2013 Project: GRAND RIVER HOSPITAL DISTRICT Report No: 4 Client: GRAND RIVER HOSPITAL DISTRICT Contractor: FCI Technician: ST Location of Measurements: 2ND FLOOR RETESTING SUBSTRATE INFORMATION Req. UL Req. UL Thick. Design Thick. Design (in.) No. (in.) No. 0 Primary Beam 8116 0 Column 0 Secondary Beam 8/16 0 Fluted Floors 0 Bar Joists ❑ Other Restrained, No Submittal Given By: MAX TRUE FIREPROOTING SUBSTRATE CONDITION Painted: Yes Oiled No Scale: No TYPE OF FIRE -RESISTIVE MATERIAL: MONOKOTE M1661HY MEASUREMENTS PERFORMED Thickness Measurement Yes Density Taken: Yes Bond Taken: No REMARKS: THE FIREPROOFING COMPANY ADDED ADDITIONAL FIREPROOFING MATERIAL TO THE BEAMS ON THE SECOND FLOOR. BOND TESTS WILL BE PERFORMED AFTER THE FIREPROOFING MATERIAL HAS CURED. 234 Center Dr. 1 Glenwood Springs, CO 81601 1 Phone: 970-945-2809 1 Fax: 970-945-7411 THICKNESS AND DENSITY OF SPRAYED FIRE -RESISTIVE MATERIAL APPLIED TO STRUCTURAL MEMBERS ASTM E 605 Project: GRAND RIVER HOSPITAL DISTRICT Location: 2ND FLOOR RETESTING Project No: GS05679.000 Date: 9/19/2013 Technician: ST Member Type 1 Contractor: FCI Thickness of Material on Beam or Column 2 r v Thickness in 4 5 6 7 8 9 10 V 11 12 Avg. (in.) Req. Avg. (in.) SECONDARY BEAM J - K/2.1 12/16 10116 12/€6 12/16 12116 9/16 12/16 9/16 12116 r 11116 8/16 12/16 10/16 12/16 12/16 10/16 8)16 12/16 8/16 12/16 PRIMARY BEAM K12.1 - 9/16 12116 8/16 10/16 11/16 12116 12/16 12116 3.1 11!16 8/16 9/16 10/16 12/16 9/16 10116 12116 12/16 12/16 12/16 PRIMARY BEAM G - J/2 12/16 12116 12/16 9/16 12/16 11/16 12/16 12/16 12!16 11/16 8/16 12/16 12/16 12/16 7/16 11/16 10/16 11/16 12/16 12/16 REMARKS: 234 Center Dr. I Glenwood Springs, CO 81601 I Phone: 970-945-2809 I Fax: 970-945-741 1 Project: Project No: Date: Technician: REMARKS: DENSITY DETERMINATION FOR SPRAYED FIRE -RESISTIVE MATERIAL ASTM E 605 GRAND RIVER HOSPITAL DISTRICT Location: 2ND FLOOR RETESTING GS05679.000 9/19/2013 ST Location Weight, g Required Density: Average: 15 pcf Individual: 0 pcf Density (pcf) Volume, cm3 PRIMARY BEAM K/2.1 - 311 43.8 140.0 19.5 Average (pcf): 234 Center Dr. I Glenwood Springs, CO 81601 I Phone: 970-945-2809 I Fax: 970-945-7411 19.5 LETTER OF TRANSMITTAL CTL I THOMPSON N,C`CYR: ,0.13 A T E D" GRAND RIVER HOSPITAL DISTRICT 501 AIRPORT ROAD RIFLE CO 81650 Date: TUESDAY, SEPTEMBER 24, 2013 Project: GRAND RIVER HOSPITAL DISTRICT Project No: GS05679.000 WE ARE TRANSMITTING: Sprayed Fire -Resistive Materials Measurements FOR DATES: 9/23/2013 REMARKS: COPIES MAILED TO: The materials measured meet project requirements for the items measured. CTL 1 Thompson, Inc 11111, DAN DOWNING �1 LABORATORY/FIELD MANAGER 234 Center Dr. 1 Glenwood Springs, CO 816011 Phone: 970-945.2809 1 Fax: 970-945-7411 SPRAYED FIRE -RESISTIVE MATERIAL INFORMATION Project No: GS05679.000 Date of Measurements: 9/23/2013 Project: GRAND RIVER HOSPITAL DISTRICT Report No: 5 Client: GRAND RIVER HOSPITAL DISTRICT Contractor: FCI Technician: ST Location of Measurements: 2ND FLOOR SUBSTRATE INFORMATION Req. UL Req. UL Thick. Design Thick. Design (in.) No. (in.) No. ❑ Primary Beam ❑ Column ❑ Secondary Beam . 0 Fluted Floors ❑ Bar Joists 0 Other Restrained: No Submittal Given By: MAX TRUE FIREPROOFING SUBSTRATE CONDITION Painted: Yes Oiled No Scale: No TYPE OF FIRE -RESISTIVE MATERIAL: MONOKOTE MK06/HY MEASUREMENTS PERFORMED Thickness Measurement: No Density Taken: No Bond Taken: Yes REMARKS: BOND TESTS WERE APPLIED AND TESTED TODAY. 234 Center Dr, I Glenwood Springs, CO 81601 I Phone: 970-945-2809 I Fax: 970-945-7411 Date: Project: 'T COHESION/ADHESION FOR SPRAYED FIRE -RESISTIVE MATERIALS APPLIED TO STRUCTURAL MEMBERS ASTM E 736 9/23/2013 GRAND RIVER HOSPITAL DISTRICT Project No: GS05679.000 LOCATION TYPE OF FAILURE AREA SF. General Location: 2ND FLOOR APPLIED LOAD LBS BOND STRENGTH IBC REQUIRED PSF BOND PSF PRIMARY BEAM K/2.1 - 3.1 COHESION 0.063 40.0 755 300 COLUMN J12 COHESION 0.063 40.0 635 300 234 Center Dr. I Glenwood Springs, CO 81601 I Phone: 970-945-2809 I Fax: 970-945-7411 CTL I THOMPSON 1(:NNCilO;fkit M1'„o jlttrAi*j Ay#p January 23, 2014 Grand River Hospital District 501 Airport Road Rifle, CO 81650 Attention: Mr. Russ Kirkham Subject: Construction Observation and Materials Testing Grand River Hospital District Battlement Medical Office Building Spencer Parkway and Sipprelle Drive Battlement Mesa, Colorado Project No. GS05679 CTL Thompson, Inc. has provided construction observation and materials testing for the Battlement Medical Office Building located in Battlement Mesa, Colorado. The items observed and tested included: 1. Phase 345 — Earthwork; 2. Phase 355 — Asphalt Pavement; 3. Phase 360 — Reinforcing Steel; 4. Phase 365 -- Concrete; 5. Phase 390 — Structural Steel; 6. Phase 391 --- Cold Formed Metal Framing; and 7. Phase 395 — Spray Fire -Resistive Material. The items observed and tested are in general conformance with the project plans and specifications. We appreciate the opportunity to work with you on this project. If you have questions or we can be of further service, please call. Very truly yours, CTL 1 THOMPSON, INC. Dan Downing Laboratory/Field Manager /= r- nch Manager DD:JM:cd cc: Via email to rkirkhamAgrhd.org echling, P.E. 234 Center Drive 1 Glenwood Springs, Colorado 81601 Telephone: 970-945-2809 Fax, 970-945-7411 CTL THOMPSON PROJECT NO. GS05679-390 REPORT NO 13 by Becky Gremillion / Industrial Inspection Services P.O. Box 1916 Carbondale, CO 81623 Phone: (970) 945.8464 1 Cell: 948-2508 Field Welding — High -Strength Bolting Special Inspection Final Report DATE: Period ending September 30th, 2013 CLIENT: CTL Thompson PROJECT: GRHD Battlement Mesa MOB ADDRESS: 201 Sippirilli Dr,, Battlement Mesa PERMIT # BLCO.12.12.2719 GENERAL CONTRACTOR: FCI Constructors SUB -CONTRACTOR: Front Range Drywall DESCRIPTION OF WORK INSPECTED: Special inspection to monitor field welding as required by the structural engineer, IBC and Garfield County Building Department in accord with the approved specifications as provided and applicable building code requirements. MONDAY, September 30t", 2013: REPORT NO. 13 Special inspection to verify and witness periodically field welding of cold -formed studs and framing components to steel structure at INTERIOR of building. Primary focus on Upper Level (Level 2) for framing inspection. All field welding complete and inspected, including fabrication of king studs, bridging / connection clips and screws to studs as required along WEST (gridlines A11-5), NORTH (11A -L), EAST(gridlines L11.6) and South (gridlines A -L). This completes the UPPER LEVEL INTERIOR welding, fabrication, reinforcement of stud framed walls. FINAL • OK TO DRYWALL THIS LEVEL. NOTE: Field welding was performed by certified welders employed by Front Range Drywall (for FCI Constructors) using approved materials. Cooperative efforts made to prep steel surfaces to receive field welding, including removal of paint / Monokote in weld area and drying- out material when moisture Is present due to rain In compliance with the AWS 01.3 & D1.1 welding codes (to ensure required moisture - free, low -hydrogen condition) when necessary, per approved plans and specifications. No problems noted. This completes all inspections for field welding and installation 1 tensioning of A325 high-strength bolted connections (slip -critical and otherwise) throughout both levels of the building including the roof structure. ALL WORK REFERENCED ABOVE WITNESSED BY INDUSTRIAL INSPECTION SERVICES PERSONNEL APPEARS TO HAVE BEEN SATISFACTORILY COMPLETED AND CONFORMS TO THE APPROVED PLANS, THE 200912012 INTERNATIONAL BUILDING CODES (IBC), THE ADOPTED PROVISIONS OF THE AWS D1.1, AISC MANUAL OF STEEL CONSTRUCTION (9TH EDITION) and the AWS 01,3. THIS STATEMENT APPLIED DIRECTLY TO THOSE PORTIONS OF THE STRUCTURE WHICH SPECIAL INSPECTION WAS PRESCRIBED AS PART OF THE APPROVED PLANS, SPECIAL INSPECTOR OF RECORD: Becky Gremillion # 0832411-85 International Code Council # 0472 Los Angeles County CTL THOMPSON, INC. PROJECT NO. GS05679-391 COLD FORMED METAL FRAMING OBSERVATION REPORT NO 11 by Becky Gremillion 1 Industrial Inspection Services P.O. Box 1916 Carbondale, CO 81623 Phone: (970) 945.8464 !Cell: 948.2508 Field Welding — High -Strength Bolting Special Inspection Final Report DATE: Period ending September 30th, 2013 CLIENT: CTL Thompson PROJECT: GRHD Battlement Mesa MOB ADDRESS: 201 Sippirilli Dr., Battlement Mesa PERMIT # BLCO-12-12-2719 GENERAL CONTRACTOR: FCI Constructors SUB -CONTRACTOR: Front Range Drywall DESCRIPTION OF WORK INSPECTED: Special inspection to monitor field welding as required by the structural engineer, IBC and Garfield County Building Department in accord with the approved specifications as provided and applicable building code requirements. MONDAY, September 30th, 2013: REPORT NO. 11 Special inspection to verify and witness periodically field welding of cold -formed studs and framing components to steel structure at INTERIOR of building. Primary focus on Upper Level (Level 2) for framing inspection. All field welding complete and inspected, including fabrication of king studs, bridging / connection clips and screws to studs as required along WEST (gridlines A11-5), NORTH (1/A -L), EAST(gridlines LI1-6) and South (gridlines A -L). This completes the UPPER LEVEL INTERIOR welding, fabrication, reinforcement of stud framed walls. FINAL • OK TO DRYWALL THIS LEVEL. NOTE: Field welding was performed by certified welders employed by Front Range Drywall (for FCI Constructors) using approved materials. Cooperative efforts made to prep steel surfaces to receive field welding, including removal of paint 1 Monokote in weld area and drying- out material when moisture is present due to rain in compliance with the AWS DI.3 & D1,1 welding codes (to ensure required moisture - free, low -hydrogen condition) when necessary, per approved plans and specifications. No problems noted. This completes all inspections for field welding and installation / tensioning of A325 high-strength bolted connections (slip -critical and otherwise) throughout both levels of the building including the roof structure. ALL WORK REFERENCED ABOVE WITNESSED BY INDUSTRIAL INSPECTION SERVICES PERSONNEL APPEARS TO HAVE BEEN SATISFACTORILY COMPLETED AND CONFORMS TO THE APPROVED PLANS, THE 20091 2012 INTERNATIONAL BUILDING CODES (IBC), THE ADOPTED PROVISIONS OF THE AWS D1.1, AISC MANUAL OF STEEL CONSTRUCTION (9T" EDITION) and the AWS D1.3. THIS STATEMENT APPLIED DIRECTLY TO THOSE PORTIONS OF THE STRUCTURE WHICH SPECIAL INSPECTION WAS PRESCRIBED AS PART OF THE APPROVED PLANS. SPECIAL INSPECTOR OF RECORD: Becky Gremillion # 0832411-85 International Code Council # 0472 Los Angeles County Constructors, Inc. Submittal Transmittal 1 Detailed, Grouped by Each Number includes Sub Section Clinic West 201 Sipprelle Drive Parachute, CO 81635 Project # 10-12-031 Tel: 970-434-9093 Fax: 970-434-7583 FCI Constructors, Inc. - GJ Date: 5!20!2013 Reference Number: 0061 Transmitted To: James Vandenheuvel Accurate Insulation, Inc. 685 W. Gunnison, Ste. 106 Grand Junction, CO 81501 Tel; 970-241-8871 Fax: 970-255-8906 Transmitted By: Steve Jones FCI Constructors, Inc. - GJ P. O. Box 1767 Grand Junction, CO 81502 Tel: 970-434-9093 Fax: 970-434-7583 .-!rjv `a i to t iter '<?. 01 0024 - 07210 - 01 Insulation Submittal Package 01 Approved as Noted irie Additional Information Email 01 Spray Polyurethane Foam Product Data 072100 1.4 Approved as Noted 02 Glass -Fiber Blanket Insulation Product Data 072100 1.4 Approved as Noted C3i15. -:..-, .... _r �10.klii l£eIsiC1� ..>_:�-„:..::� '�;i=',.��V...-.�,.,s:. ,u..�.a�e,, � �:,�� ...,z•.J`�.. ._ FCI Constructors, Inc. - GJ FCI Constructors, Inc. - GJ FCI Constructors, Inc. - GJ Darrin Case Jason Parsons Doug Swann .a;3i:!�2:'gy REVIEW COMMENTS 1 AND 2 ARE BY OTHERS. Signature Signed Date Prolog Manager Printed on: 5/20/2013 FCI PM Data Page 1 ONIMIN Nouns 1111. Immo DAVIS PARTNERSHIP ARCHITECTS Submittal Review GRHD Battlement Mesa MOB Project Number 12415.00 Insulation Submittal Package 01 Submittal No: 072100-001-0 tr- Checking is only for conformance with the design concept of the Project and compliance with the information given in the Contract Documents. Contractor is responsible for dimen- sions to be confirmed and correlated at the job site, for infor- mation that pertains solely to the fabrication processes or to techniques of construction: and for coordinatir,.rt of the work . of all trades. Note -The Architect's checking of Shop. Drawings or Samples shall not relieve the Contractor of responsibility of any devi- ation from the requirements of the Contract Documents un- less the Contractor has informed the Architect in writing of such deviation at the time of submission and the Architect has given wrftten approval to the specific deviation, nor shall the Architect's checking relieve the Contractor from res- ponsibility for errors or omissions in the Shop Drawings or - Samples. ❑ Approved jJ Approved as noted ❑ No Action Required 0 Disapproved, resubmit DAVIS PARTNERSHIP P.C. ARCHITECTS ©ate0512012013ByDARREN LAGING NOTE -CONTRACTOR SHALL DETERMINE AND VERIFY ALL FIELD. MEASUREMENTS AND FIELD CONSTRUCTION CRITERIA, 1) Provide mineral wool batt insulation at 1 hr rated fire barriers (Wall Types D1, DIJ, FIB) indicated on life safety plan G-201. Submit product data for mineral wool insulation. 2) Submit to architect proposed UL rated head of wall and penetration details to architect to confirm proposed insulation at fire rated assemblies is acceptable. 3) Fiberglass batt insulation is approved for all other non -rated sound partitions. DENVER OFFICE 2301 Bloke Street, Suite 100 Denver, CO 80205-2108 T 303.861.8555 F 303.861.3027 VAIL OFFICE 0225 Main Street, Unit C101 Edwards, CO 81632-8113 T 970.926.8960 F 970.926.8961 www.dovisportnership.com Commercial Building kis-lata with ECOSE'' Technology Submittal Dale ' -2t)-13 ,; naulEcbBa amm to �>naTion iSKTeo y s s ? r s.a�YC A4.7fiA:TY n P-rfoduct and Description ®Unfaced Thermal and Acoustical Glasswaaf insulation designed to be friction fit be!waan metal framing member;. Specifier permit ed choice of warm side vapor relardees, including basked gypsum board or polyethylene film. Unfa;ed g!asswool insulalia2 is also an excellent sound control insulation, des --ed For Insielladar in partition v' a"'s and as a fay -in over a-.austical os!in3 ,anols. Vinen tasted in accordance v,i1h ASTM E t5tl, _ to al has Fire Hazard Classification of 2550 or Specification Compliance • ASTM C 655; Type 1, Class A • HH-I-521F;Typal, Class 1 • ASTM E 136 R-Value?RSI Th3ckless;% R-5 RS1.1.4 2'7; 7R -i1 RS1.1,9 3'4" 89 X3.13 RRS1-2.3 ' 35i' 89 , 0 R-19 RSI -3.3 6'S' 159 C7 R-25 RSI -4.4 1 0° 203 , o R-25 RSI -4.5 f 9' 229 O R•30 331-5.3 10' 254 3-35 R$I-5.7 • 12" 311 ocation 64 mr Provide Mineral Wool Batt Insulation at fire rated assemblies D1, D1J, FIB m, mn © Kraft Faced Thermal and Acoustical G!ass'rool insulation with kraft paper with iarges. ' 0 R-11 RS1.1.9 1 3';S" 89 ,rim Kraft vapor retarder has vapor transmission (permeance) rating 011.0 or less, Kraft faced glesswoot Insulalion is also an exceitant soand control insulation, designed for inslalIa fan tri partition walls and as a lay -in over acoustical ceililrg panels. Kraft facing wilt bum and should not be left exposed. Install kraft facing in contact with approved finish malarial. Specification Compliance • ASTM C 655; Typal!, Class C • HH -1-521F: Typo 11, Class C 11 E7 R-13 RSI -2.3 I 3 89 min ' ❑ R•19 i 515" 159 mrc 1---- o 3-25 RSI -4.4 j 5' 203 mita (- -0R-25.-. RS1.4.5 ' ...9, 229 mm L 0 R-34 RSI -5.3 f 10" 254 mm i 0 R-38 RSI -6.7 1 12' 311 mm ❑ FSIC-25 Foil Faced Gfasswaol insulation wiih a 11 .n ed r I `orced f !f 0 R-11 R31-1.9 3yz 39 rim scrimrkrafl facing with an average vaportransmi5SiDn R-13 RSI -2,3 {permeanca) Toting 01.04. When lasted in accordance 5l^Ih ASTM E 84, material ❑ R-19 RSI 3.3 has Fire i-1azard Classification of 25:'30 _rocas. 0 3-30 R51-5.3 Specification Compliance D R-33 RSI -6.7 • ASTM C 665; Type ill, Class A • 1.1H -1-521F; Type 111, Class:\ 3Y:" runt S1 159 min 10' 254 rminl 12" 311 man 0 Foil Faced Glasswaol foil insu:alion :V,ll1 asphalt -coated Icra1V 0 R-11 331.1.9 I 311," roil fac7,13 tvilh flanges. Foil vapor reltrJsr has raper r7 a_13 RSE Irynsmissicn(permeance)rating of.C5'r: s5. Insulation should not be left exposed. InstallTac- -_ 0 R_19 RSI -3.3 ing in conbel with approved Cnish aE ' 0 3-30 351.5.3 Specification Compliance 7 R-38 351.9..7 • ASTM C 665: Type 111, Class HH4-524 Type'111. Class 3 30 nm 59 mm 159 mai '10" • 254 nim 12 311rm FCI CONSTRUCTORS, INC. REVIEW OF THIS SUBMITTAL 15 SUBJECT TO THE PROVISIONS OF THE CONTRACT DRAWENGS AND SPECIFICATIONS, THIS ACTION I5 FOR GENERAL CONCURRENCE. ®REVIEWED WITHOUT COMMENT ▪ REVIEWED AS NOTED D RFVIEWEO WITH NOTATIONS, RESUBMIT WITH CORRECTIONS D DISAPPROVED, REVISE & RESUBMIT SUBMITTAL REVIEWED BY 1 10ATE Steve Jones 4/25/2013 Hauf Bla rAcoi s lca nsu ab�h LW, � : e nolo" .Y- .'�g.�,g.tnrt� °.c �c0e. .7,-3.wG;rd-AVT e P'rdduc`t and Description ( Density Thickness ❑ Wall and Ceiling Liner M Neck insulation hfa,il;et with a black mat facing i 0 1.0 psf 16 kg'm' i 1' 23 mm adhered to one surface. The product is designed 11 ❑ 1.0 p,f 16 ken, i 1W 33 cam -- �� for use as as acritical and vsucf barier tot :rats and cailinas. 0 1.0 pct 16 kg!m' j 2" 51 mm Liicalion When tested in accordance with A5 T I;1 E 84, 1 0 1.5 pct 24 i" 1 r, m material has Fire Hazard C!assifrca;io,3 of 25f59 i ❑ 1.5 pct 24 kgfin' 1" 23 mrra or less. 0 1.5 pct 24 ken' 1W 33rrrn Specification Compliance • ASTM C 553: Types 1, 11, !l!, ASTM C 1371; Type !E ❑ 1.5 pct 24 kg'm' j 2 51 mm 0 2.0pci 32 kg/in'1 :" 13 ram �2.0 pci 32 kg?m3 j '€" 25 mm sinulAnsu1al p Pi:G*1 and Descripf ori Deiisify D insulation board and nrt nasal assemblies, !I,walca;�ady roof for Ia 1• i 0 1 -- ------ - Fiber glass insulation designed lo be used on metal c w and masonry � p�systems,( � I------- ❑ 2" 51 min - 8-8.3 Rel -1.o applications where insulating and acaeslical erficieneyi 1.6 pct 1 ❑ 2%` _- 64 mil R-10.4 Rat 1. is required. ft is available plain, with a faclary applied I 23 kgim' i 0 3' 76 nam R-12.5 RSI -2.2 foil?scr#mkra{t facing or uitfl a factory applied a!! j f ❑ 31:' 89 mrn R 14 a RSI -2.6 servicejaskeL- _ F ❑ 4' 102 n1m R-16.7 RSI -2.9 When tested in a=rdanee with ASTM E "n4, material ... - . ._-- hes Fre Hazard Classification of 25'50 or less. ❑ 1' 25 mm I R-4.3 RSI.0.8 E Specification Compliance I 0 1W 33 flint R-6.5 1151-1.1 • Ht1.1.5586 Thickness • R"Vales/RSi Location.::. 38 mm ? R-6.3 831.1.1 . - FormA, Glass 1 z ! 02" 51 mm R-6.7 RSI -1,5 �25.f - (1.6pcf, 2 25pcf, 3.0 pct, 4,25pct, 6.0[17,1) 36 kg:m' 0 2'W 64 mrn j R-10.9 RS1-1.8 - Form A, Class 2 , 0 3"rn 76 mrn i R-13.0 RSI -2.3 (3 Opef, 4.25pof, 6.Opcf) HH -$-1006 i ❑ 3'/4 69 nun R-15.2 RSI -2.7 _._ .. - Type l (ASJ) L❑ 4" 102 inn) R-17.4 RBI -3.1 - Type 11(FSK) l 0 1' 25 mm R-4,3 RSI -0.6 1 ASTMC 1136 ' 0 1/' 38mm R-€6.5 RSI.1.1 -Type I, Il, tll,1'd (ASJI0 2" 51 min R-8,7 RSI.1.5 - Type 11, IV (FSK) 3,0 pct • ASTM C 61246 Icg7 rn ` 1:2" _ 64 mrn R-10.9 RSI -1.9 .sees-._... _ .-.... ___�..___. .-.._`-.... . .... ......... -Type lA (1.6pcf, 2.23pcf, 3.0pcf, .4.25p; f, 6.OpcO i j ❑ 3" 73 mm R-13.0 RSI -2.3 -- Typ-1:3 (3-0pcf, 4 25pcf, 0.5p.f) , 0 3V 89 mm . R-15.2 RSl-2.7 ❑ 4' 102 mm R-17.1 RS1-3.1 ❑ i" 25 mn1 R-4.3 R=1.0.3 rrs pd ❑ " i"f:" 3S mai r R-:1.5 8.31.1.1 6a kg'm' C 2' 51 min i R-13.7 RSI -1.5 TQ 2'? 6.1 mill R•"i0,gRSl.h9 _-..._.... O 1' 25 mm i R-4.4 R5l-9.6 8.O pct 0 _ 11.4' - -333-8-Q.,l ; _R-3.77 ,31.1.2 ❑ 2" 51 mrn a-6.0 RSi-1.6 Acoustical Performance Knout Eco33tt' Commercial Bu!idiag €rfejt =.kri ; r ECOSE- Techno'agy aro:ides excellent acoustical properties and will reduce soured transmission when properly installer in partition Valls and a.oLsil,al c ilin3 and floor systems. Knauf Eca-ialt QuLe1Therm'- Acoustical Therm I IBLilat!on can improve STC ratings in snood stud censtftetion by 3 to 5 p gime and nielas sled c..,.. ,.,..tion by 3:a t) pouts ei:•;,,,ding UpTi the c3m2iexy 3s the ,.=L=3 avers o1 insulation. The tolioNing table i lus:raies the ,15;. ed STC Bean _psi,"y na'J° Eco -3a:: Quiet T harm`- 3c3u iC3! the -M13'. inS:;a:i3rt compared i3 r10 insu'3'i33. Nn insulation 4rifeiTfii3tm' 3Vo insulatiolt Wood Frame (3/:"- 4" Batt) I (with %" gypsum wallboard both sides) (with %" gypsum wallboard both sides) Singe studs/Single !oyer gypsum 33 I 35 Single studs/Resilient channel 47 j 39 . Staggered studs/Single layer gypsum 49 -- 39 ._ i Double stud walls/Single layer gypsum 57 49 Steel Frame (2Y:" Studs) (2/" • 2/4" Balt) (with W gypsum wallheard both sides) Single Iayer gypsum =15 35 Double layer gypsum one side! Single layer gypsum other side Double layer both sides 50 39 54 45 Steel Frame (3%" Studs) (3'.4."- 4" Batt) (with YR" gypsum wallboard both sides) Single layer gypsumI �7 �9 I-- L. - -... _. _ 52 E 42 j Double layer gypsum ono side! Single layer gypsum other side Double layer both sides 33 52 51' 43 55 4 5 (with 'S" gypsum wallboard both sides) 47 39 52 44 57 43 (with "a' gypsum wallboard both std_ s) c0 39 55 47 53 50 53 52 Saes NANA puFlicalion 5+405 fru thii nal iaio-m=;ic • Uses 2'-2':� Balls Thermal Resistance Thermal resistance (R -value.) of the blanket ins'„ Sal cn only is certified to be as represented Mxve when measured at a mean temperature 0175'F (24° C) and subject to manufacturing and testing tolerances. Surface Burning Characteristics Knauf Unfaced Setts and Blankets, FSK -25 Batts, Insulation Board, Wail and Ceiling Liner M and Blairs Acoustical Board do not exceed 25 Flame Spread and 50 Smoke Developed when healed in accordance with ASTM E -S4. Fire Safety Knauf Unfaced Batts ::re considered noncom.baslible _,rccnrding to AST,71 E-135. Facings and coated prod;icis do affect fro safety and burning characteristics. Please consult your Knauf Insul;lion sales representative or technical support for additio0al infarmalion and appro?riata appllca:leas. Additional information IrISDS shack are available on gave Web site or by cont:iclh I tlini al s:fppcil. Ali Knauf Insulation products have. a ogle -year limited warranty. Ask your Knaullnsu'ation sates representative for the following: Limited One -Year Warranty Card K -W-3 QuiolTherm Insulation D :tat S hart .... , 51-0S-3 IasuleVan Board Data Shoat .. .. . .. . ... .. PE -DS -2 Theater Insulation' Products Data Shoot 131.05-4 11 and C6ing L,'1r, t 53`i �c '_. _ _I an:zd Mixed Sources 7i' i, 1,1 . FSC.,. ECOSE' Technology £COSI= Technology is a ra_voludonary new hinder chem:stry the: rnat:es Knauf Insulation products even more sustainable than e:'er.11 i based on rapidly renewable b:abased materials rather that no:: e,.v b'.e petroleum ti teed chemicals traditionally used in liberg'ass ins!e:ton prordLicls. EGOSE Technology reduces binder embodied on-?rgy and does not coa'.sin pl,eriol, fo,•rnaldehyda, acrylics or 3r2243121 colors. Fiber Glass and Mold Fiber glass (glsssncel) In5'.t13tian %vitt net sustain meld growth. Flow -.o'er, maid mon grow nit almost any material when 9 beconiss „al and contaminated- Cnr sfully inspect any insulation that has been exposed €o v:aier. 4 it shov,'s any sign of ma'd t m',lal !re dsscsrdea. II he material is v.ot blit shorn,; no avide.nc-_ zf rna'd, it shank] ba dried rapi3ty and thorough:'y. 9 i1 shares signs 3 19 degrade:On from ,'40Sin9, 1 should he replaced. J (sates Kneui lnsu aiion is r egis Bred to #S0 2331:2000 in :he »: e -aiiio 1, detection and correction of problems in pro:iuwt'oa and service areas. The ch natal and physical properties of Knauf products with ECOSE Tech nolnr5y- U01ace.d Ea:is and Dian.iels. FSK -25 Belts, Insulation Board, "Nall and CeTng Liner l2 and Black Acoustical Board—represent typical a'teraas .....as determine:: s Gorda nee with m.:roopted rest methods. The data is s,ib 03t 10 normal rnsnj`:istjnag variatio2s. The data is sup; It'd es 0 technical sen ice and is subject to change s,' lit„ l noti;o References to nometal sri3al Ears S.'• -and ratings are nit inter; aed 13 ra.oct `:3:a-1; 3r550r,l=d by these or al; v...vr n;wtatisto under?','.lta! fve. nCili �.is, Choc, ic. r'gin ;.f L....Lsl i _..re.705en,l.,. VERGYSIM MINER v:rfE'i1 ECJSEy iELH. OLC,,Y tg SPRAYTITE® 178 Series BUILDING ENVELOPE INSULATION SYSTEM ICC ESR -2642 PRODUCT DESCRIPTION: SPRAYTITE 178 is a closed -cell polyurethane system utilizing an EPA approved, zero ozone-depleting, Wowing agent. It is designed for use in commercial and residential construction applications. SPRAYTITE 178 is compatible with most common construction materials, but can only be processed with BASF SPRAY 8000AIFE 800A Isocyanate. The benefits of SPRAYTITE 178 Include: • Superior insulation performance 1 • Control moisture infiltration CO 1 1s • Ease of application • Controls air infiltration ic at t11e1 2K h c ` ^ tiUr U n\15 f`'_ • Non-fibrous SprQ1.; 3t(1fZLti }O ,stili p Nki► Ae.i (i 101) p r (Qi` 4 iRt. • Structural properties - 11 aI„ l f +r• t. •1 t I8 ., sr ic, +•. s :41i:41i 3 0 APPROVALS AND CREDENTIALS: AST/AE-84T' Listed at SOS US TOstinet Co., Igo. Class I SPF Th1C1u16ss 4.0 inches Flame Spread Index 25 Smoke Development Index 350 ICC ESR -2642 rno n 1 ok0b.),(2.ono 4 ci rcula+i r (2CY,) NFPA 286, 8 Inch wall 12 inch ceiling with 15 min. thermal barrier Test Report Number 3116010-002 Attic & Crawl Soace Tested at (ntertek ETL Semko Test Method SwRI 99.02 Test Report Number. 3116311-002e ' - This numerical Marne spread rating does not rolled hazards presented by Iris or any other molerial under actual (re conditions. Polyurethane roam systems should not be left exposed and must be protected by a minimum 15 -minute thermal barrier or other coda -compliant material as 0(0-ocd t applicable bu;idng code(s) and Code Officials. Building codes provide guidelines representing Minimum requirements, Further Information is available at vknwicesafe,ore. Consult ell Auihonees having lurisdUion over an area ler additional or specific requirements poor to ba4nrunq a projccl. ••ASTM E-84 !s a lest designed for sample thickness up to 4 inches. NFPA 2861s a building code recognized alternative test dal is conducted for greater thickness applications of spray loam, These two test reports can then be used by design professionals for their product selection process for protects. TYPICAL PROPERTIES": PROPERTY Liquid Resin — As Supplied Spooliicfmvlty) 70°F Viscosity 70•F (cps) VALUE TEST METHOD 1175 1050 ASTM 0 1638 Brookfield As Cured lso.Resin Mix Ratio (vol.vol) 11 Density (pct G 2' lift) 2.15 ASTM 0 1622 Compressive Strength (psi) 22 ASTM 0 1621 Tensile Strength (psi) 28 ASTM D 1823 Type C Closed Cell Content (%) 5.90 ASTM 0 6226 Aged k•factor (61u taffy hr 'F) 0.149 (R=G.7ftn)"' @ 1 • In conformance with ICC AC377, 0.145 (R=6.9hn)'•• ® 4' Permeability (perm inch) Permeance (perms) Air Permeance Air Leakage Dimensional Stability (%Volume Change) Dry Age 28 Days (158'F) Freeze Age 14 Days (-20'F) 1,82 1.82®1'SPF 0.91 c 2' SPF 0.81®3' SPF 0.46 r@4' SPF 0,00025 Lfslm= @ 75Pa 0.00025 L1sfm' ® 75Pa 5.75% 0.30°% ASTM C 518 ASTM C 518 ASTM E 96 ASTM E 2178.01 ASTM E 283-99 ASTM 0 2126 ASTM 2126 - These physical property values aro rypcal for fills material' as appheclat curdevebpmenf facility under confroitodconditions. SPF performance and actual' physical properties W11: vary with differences In appfxalicn (i, e. ambient conditions. process equipment and settings, material throughput, etc). As a resue. these published properties should be used as gufdelrnes solelyfor fhe purpose otevaluali0n Physical property specifications should be determined from actual production material. The above data was collected from samples prepared using the following equipment conffguralon' • Gusmer• f1 -20x5 proportidner set 0111 vorume ratio vri!h 50 Tr of heated delivery hose • Gosmer• G))-7 spray -gun configured with a 61 mix module and WO PCD aad0rSAP spray.gun C0n62uredlvith a 1 t rnie chamber • Process femperatum sal)1095. lsocyanafe 1307E Resin 130'F; Hass 1307 • Process pressure: 1000 psig minimum whde spraying seRxeTITE 176 has shown acceptable on -See performance r fh temperature settings fn the range of 5107 • 130•F far fsocyanafe, Resin and Bose. Everypb sae and so! of ambient /substrate conddions are afferent; therefore, one sale! process settings may not work forevery situation ff 01 the responsibday of the app)1ca!or r0 evaluate the oasis condition and then determine the appropriate SPF reaciArity and process settings. "'The data chaff shores the R -value of this insulation. •R"meanS resistance to heat Pow, The higher The R•value, the greater the insulating power. Compare insulation R-varues before you buy. Them are other factors toconsidet The amount of insulation el dOpend upon the comate. the type and site et your house, and the faof use patterns arxf famsy size. if you buy foo much fnsrrlalion it will cost you more than what you wilt saw on fuel. To achieve properR-values, d is essenrat that this iasutaran be rasfal;od property. BASF The Chemical Company GENERAL INFORMATION: SPRAYTITE 178 Is a spray polyurethane foam (SPF) system intended for installation by qualified contractors trained in the processing and application of SPF systems. as well as the plural -component polyurethane dispensing equipment required to do so. Contractors and applicators must comply with all applicable and appropriate storage, handling. processing and safely guidelines. BASF Polyurethane Foam Enterprises LLC technical service personnel should be consulted in ail cases where application conditions are questionable. CAUTIONS AND RECOMMENDATIONS: -r SPRAYTITE 178 is designed for an applicallon rate of %, Inch minimurn,ijo'2 inches maximum per pass.;fbnce installed material has cooled it is possible to add additional applications in order to increase the overall installed thickness of SPF. This application procedure is in compliance with the Spray Polyurethane Foam Alliance (SPFA). SPRAYTITE 178 is NOT designed for use as an EXTERIOR roofing system. BASF Polyurethane Foam Enterprises LLC offers a separate line of products for exterior roofing applications. For more Information please contact your sates representative. Cold -storage structures such as coolers and freezers demand special design considerations with regard to thermal Insulation and moisture -vapor drive. SPRAYTITE 178 should LT, be Installed in these types of constructions unless the structure was designed by a design professional for specific use as cold storage. SPRAYTITE 178 is designed for installation in most standard construction configurations using common materials such as wood and wood products, metal and concrete. SPRAYTITE 178 has performed successfully when sprayed onto wood substrates down to 30°F. For other substrates, please consult your BASF Polyurethane Foam Enterprises LLC sales of technical service representative for specific recommendations. Foam plastic materials installed in walls or ceilings may present a fire hazard unless protected by an approved, fire- resistant Ihennal barrier with a finish rating of nol less than 15 minutes as required by building codes. Rim Ioistsfreader areas, in accordance arch the iRC and iBC may nol require additional protection. Foam plastic must also be protected against ignition by code -approved materials in attics and crawl spaces. See relevant Building Codes and www.iccsafe.orq for more information. The SPRAYTITE 178 foam systems are NOT recommended for medical uses, such as, splints or casts for broken bones nor other medical or pharmaceutical uses. In addition to reading and understanding the MSDS, all contractors and applicators must use appropriate respiratory. skin and eye Personal Protective Equipment (PPE) when handling and processing polyurethane chemical systems. Personnel should review the follovdng document published by Spray Polyurethane Foam Alliance (SPFA): AX -171 Course 101-R Chapter 1: Health, Safety and Environmental Aspects of Spray Polyurethane Foarn and Coverings and the following document available from the Center for the Polyurethanes industries (CPI). Model Respiratory Protection Program for Compliance with the Occupational Safety and Health Administration's Respiratory Protection Program Standard 29 C. F.R. §1910.134 As with all SPF systems improper application techniques should be avoided. Examples of improper application techniques include, but are not limited to excessive thickness of SPF, off -ratio material and spraying into or under rising SPF. Potential results of improperly Installed SPF include: dangerously high reaction temperatures that may result in fire and offensive odors that may or may not dissipate. improperly installed SPF must be removed and replaced with properly installed materials. LARGE MASSES of SPF should be removed to an outside safe area, cut Into smaller pieces and allowed to cool before discarding Into any trash receptacle. SPF insulation Is combustible. High -Intensity heat sources such as welding or cutting torches must not be used in contact with or in close proximity to SPRAYTITE 178 or any polyurethane foam. SHELF LIFE* AND STORAGE CONDITIONS: SPRAYTITE 178 Series has a shelf life of approximately three months from the date of manufacture when stored in original, unopened containers at 50.80'F. As with all industrial chemicals this material should be stored in a covered, secure location and never in direct sunlight. Storage temperatures above the recommended range will shorten shelf life. Storage temperatures above the recommended range may also result in elevated headspace pressure within packages. LIMITED WARRANTY INFORMATION — PLEASE READ CAREFULLY: The information herein is to assist customers in delemrining whether our produels are suitable for their applications. Our products are only intended for sale to industrial and commercial customers. Customer assumes full responsibility for quality control, testing and determination of suitability of products for its intended application or use. We warrant that our products will meet our written liquid component specifications. We make no other warranty of any kind, either express or implied, by fact or IDLY, including any warranty of merchantability or fitness for a particular purpose. Our total liability and customers' exclusive remedy for all proven claims is replacement of nonconforming product and in no event shall we be liable for any other damages. 112 0; EAT itarPY r,Q9,v Seal and Insua i. with ENERGY STAR Rov,sed 022700 • IFC I Constructors, Inc. Submittal Transmittal 1 Detailed, Grouped by Each Number includes Sub Section Clinic West 201 Siaelle Drive Parachute, CO 81635 Project # 10-12-031 Tel: 970-434-9093 Fax: 970-434-7583 FCi Constructors, Inc. - GJ Date: 8/19/2013 Reference Number: 0299 Transmitted To: Nick Front Range Drywall, Inc. 12061 Pennsylvania Street Unit A -106 Thornton, CO 80241 Tel: 303-255-1483 Fax: 303-255-2489 Transmitted By: Steve Jones FCI Constructors, Inc. - GJ P. 0. Box 1767 Grand Junction, CO 81502 Tel: 970-434-9093 Fax: 970-434-7583 iQtyr .Submittal Package.No Description 01 0110-09221 -01 Transmitted For Construction Proposed Fire Rated Head of Wall System Delivered .Via Email items Qty Description: 01 Head of Wall Details for Fire Rated Walls Due Date Package Action Approved Tracking Number . Spec Section'. : Sub Section 092116 1.3 Item Action Ppproved Company Name Contact Name Copies Notes FCI Constructors, Inc. - GJ Darin Case 1 FCI Constructors, Inc. - GJ Doug Swann 1 FCI Constructors, lnc. - GJ Jason Parsons 1 'Remarks Signature Signed Date Prolog Manager Printed on: 8/19/2013 FCI PM Data Page 1 sawn Mem. slum mom DAVIS PARTNERSHIP ARCH ITECTS Submittal Review GRHD Battlement Mesa MOB Project Number 12415.00 Fire Rated Head of Wall System Submittal No: 092216-001-0 Checking is only for conformance with the design concept of the Project and compliance with the information given in the Contract Documents. Contractor is responsible for dimen- sions to be confirmed and correlated at the job site, for infor- mation that pertains solely to the fabrication processes or to techniques of construction: and for coordinatkn of the work of all trades. Note -The Architects checking of Shop. Drawings or Samples shall not relieve the Contractor of responsibility of any devi- ation from the requirements of the Contract Documents un- less the Contractor has informed the Architect in writing of such deviation at the time of submission and the Architect has given written approval to the specific deviation, nor shall the Architect's checking relieve the Contractor from res- ponsibility for errors or omissions in the Shop Drawings or - Samples. In Approved Approved as noted 0 No Action Required 0 Disapproved, resubmit DAVIS PARTNERSHIP P.C. ARCHITECTS Date08119/2013 By DARREN LAGING NOTE -CONTRACTOR SHALL- DETERMINE AND VERIL=Y ALL FIELD MEASUREMENTS AND FIELD CONSTRUCTION CRITERIA DENVER OFFICE 2301 Blake Street, Suite 100 Denver, CO 80205-2108 T 303.861.8555 F 303.861.3027 VAIL OFFICE 0225 Main Street, Unit C101 Edwards, CO 81632-8113 T 970.926.8960 F 970.926.8961 www.devispo rtnershi p. com C`us Classified by Underwriters Laboratories, Inc. to UL 2079 and CAN/ULC-8115 System No. HW -D-0545 ANSIIUL2079 Assembly Ratings —1 and 2 Hr (See Item 2) Nominal Joint Width - 314 In. CAN/ULC S115 F Ratings —1 and 2 Hr (See Item 2) FT Ratings —1 and 2 Hr (See Item 2) Class II Movement Capabilities —17% Compression and Extension FH Ratings —1 and 2 Hr (See Item 2) FCI CONSTRUCTORS, INC. REVIEW OF THIS SUBMITTAL IS SUBJECT TO THE PROVISIONS OF THE CONTRACT DRAWINGS AND SPECIFICATIONS. THIS ACTION IS FOR GENERAL CONCURRENCE. ■ REVIEWED WITHOUT COMMENT DREVIEwEO AS NOTED ▪ REVIEWED WITH NOTATIONS, RESURMIT WITH CORRECTIONS ❑ DISAPPROVEO, REVISE & RESUBMIT SUBMITTAL REVIEWED BY' Steve Jones DATE 8/15/2013 FTH Ratings —1 and 2 Hr (See Item 2) Nominal Joint Width - 3/4 In. Class II Movement Capabilities --17% Compression or Extension SECTION A -A 0 1. Floor Assembly — The fire -rated fluted steel floor unit/concrete floor assembly shall be constructed of the materials and in the manner described in the individual Floor -Ceiling Design in the Fire Resistance Directory and shall include the following construction features: A. Steel Floor and Form Units* -- Max 3 in. (76 mm) deep galv steel fluted floor units. B. Concrete — Min 2.1/2 in, (64 mm) thick reinforced concrete, as measured from the top plane of the floor units. C. Spray -Applied Fire Resistive Materials' — (Optional, Not Shown)—Prior to the installation of the steel ceiling runners, Forming Material and Fill, Void or Cavity Material, the steel floor units may be sprayed with a min 5116 in. (8 mm) to max 1-3/4 in. (45 mm) thickness of fire resistive material. W R GRACE & CO - CONN — Type MK-6-HY Hilti Firestop Systems Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. December 14, 2012 Page: 1 of 3 tr 0 1A. Roof Assembly — (Not Shown) — As an alternate to the floor assembly, a fire rated fluted steel deck roof assembly may be used. The roof assembly shall be constructed of the materials and in the manner described in the individual P900 Series Roof -Ceiling Design in the UL Fire Resistance Directory. The hourly rating of the roof assembly shall be equal to or greater than the hourly rating of the wall assembly. The roof assembly shall include the following construction features: A. Steel Roof Deck — Max 3 in. (76 mm) deep galv steel fluted roof deck. B. Roof Insulation — Min 2-1/4 in. (57 mm) thick poured insulating concrete, as measured from the top plane of the floor units. 1 B. Roof Assembly --- As an alternate to Items 1 and 1A, a fire rated protected fluted steel deck roof assembly may be used. The roof assembly shall be constructed of the materials and in the manner described in the individual P700 Series Roof -Ceiling Design in the UL Fire Resistance Directory. The hourly rating of the roof assembly shall be equal to or greater than the hourly rating of the wall assembly. The roof assembly shall include the following construction features: A. Steel Roof Deck — Max 3 in. (76 mm) deep gals steel fluted roof deck. B. Spray --Applied Fire Resistive Materials* — (Not Shown)—Prior to the installation of the steel ceiling runners, Forming Material and Fill, Void or Cavity Material, the roof assembly shall be sprayed with the type and thickness of fire resistive material indicated in the individual P700 Series design. 2. Wall Assembly — The 1 or 2 h fire -rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U400, V400 or W400 Series Wall and Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A. Steel Floor and Ceiling Runners — Floor and ceiling runners of wall assembly shall consist of min No. 25 gauge galv steel channels sized to accommodate steel studs (Item 2B). Ceiling runner to be provided with 1-114 in. (32 mm) flanges. Ceiling runner installed perpendicular to direction of fluted steel deck and secured to valleys with steel masonry anchors or by welds spaced 12 in. (305 mm) OC. When optional spray -applied fire resistive material is used on steel deck, ceiling runner secured through spray -applied material to each valleys of steel deck with min 3/16 in. (5 mm) diam steel masonry anchors spaced max 12 in. (305 mm) OC, Al. Light Gauge Framing* —Slotted Ceiling Runner -- As an alternate to the ceiling runner in (Item 2A), slotted ceiling runner to consist of galv steel channel with slotted flanges sized to accommodate steel studs (Item 28). Slotted ceiling runner installed perpendicular to direction of fluted steel deck and secured to valleys with steel masonry anchors spaced max 24 in. (610 mm) OC. When optional spray -applied fire resistive material is used on steel deck, slotted ceiling runner secured through spray -applied material to each valley of steel deck with min 3/16 in. (5 mm) diam steel masonry anchors spaced max 12 in. (305 mm) OC. CALIFORNIA EXPANDED METAL PRODUCTS CO — CST SCAFCO STEEL STUD MANUFACTURING CO BRADY CONSTRUCTION INNOVATIONS INC, DBA SLIPTRACK SYSTEMS -- SLP -TRK MARINO/WARE, DIV OF WARE INDUSTRIES INC — Type SLT A2. Light Gauge Framing* — Vertical Deflection Ceiling Runner —As an alternate to the ceiling runner in (Items 2A and 2A1), vertical deflection ceiling runner to consist of galv steel channel with slotted vertical deflection clips mechanically fastened within runner. Slotted clips provided with step bushings for permanent fastening of steel studs. Flanges sized to accommodate steel studs (Item 2B). Vertical deflection ceiling runner installed perpendicular to direction of fluted steel deck and secured to valleys with steel masonry anchors spaced max 24 in. (610 mm) OC. When optional spray -applied fire resistive material is used on steel deck, vertical deflection ceiling runner secured through spray -applied material to each valley of steel deck with min 3/16 in. (5 mm) diam steel masonry anchors spaced max 12 in. (305 mm) OC. THE STEEL NETWORK INC -- VertiTrack VTD250, VTD362, VTD400, VTD600 and VTD800 A3. Light Gauge Framing* — Clipped Ceiling Runner — As an alternate to the ceiling runner in Items 2A, 2A1 and 2A2, clipped runner to consist of gals steel channel with clips preformed in track flanges which positively engage the inside flange of the steel studs (Item 28). Track sized to accommodate steel studs (Item 2B). Track flanges to be min 2-1/2 in. (64 mm). Clipped ceiling runner installed perpendicular to direction of fluted steel floor units and secured to valleys with steel masonry anchors spaced max 24 in. (610 mm) OC. When optional spray -applied fire resistive material is used on steel deck, clipped ceiling runner secured through spray -applied material to each valley of steel deck with min 3/16 in. (5 mm) diam steel masonry anchors spaced max 12 in. (305 mm) OC. TOTAL STEEL SOLUTIONS L L C -- Snap Trak Hilti Firestop Systems Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. December 14, 2012 [Page:2of3 A4. Light Gauge Framing*- Notched Ceiling Runner — As an alternate to the ceiling runners in Items 2A through 2A3, notched ceiling runners to consist of C-shaped gals steel channel with notched return flanges sized to accommodate steel studs (Item 2B). Notched ceiling runner installed perpendicular to direction of fluted steel deck and secured to valleys with steel masonry anchors spaced max 24 in. (610 mm) OC. When optional spray -applied fire resistive material is used on the steel deck, notched ceiling runner secured through spray -applied material to each valley of steel deck with min 3/16 in. (5 mm) diam steel masonry anchors spaced max 12 in. (305 mm) OC. OLMAR SUPPLY INC — Type SCR B. Studs — Steel studs to be min 2-1/2 in. (64 mm) wide. Studs cut 112 to 314 in. (13 to 19 mm) Tess in length than assembly height with bottom nesting in and resting on the floor runner and with top nesting in ceiling runner without attachment. When slotted ceiling runner (Item 2A1) is used, steel studs secured to slotted ceiling runner with No, 8 by 1/2 in. (13 mm) long wafer head steel screws at midheight of slot on each side of wall. When vertical deflection runner (Item 2A2) is used, steel studs secured to vertical clip with No. 12 steel screws through steel bushings, at midheight of slots provided in clip. Stud spacing not to exceed 24 in. (610 mm) OC. C. Gypsum Board* — For 1 hr assembly, one layer of 5/8 in. (16 mm) thick gypsum board as specified in the individual Wall and Partition Design. For 2 hr assembly, two layers of 5/8 in. (16 mm) thick gypsum board is specified in the individual Wall and Partition Design. For both hourly ratings, a nominal 3/4 in. (19 mm) gap shall be maintained between the top of the gypsum board and the bottom surface of the steel deck and the top row of screws shall be installed into the studs 3 in, (76 mm) below the valleys of the steel deck. The hourly ratings of the joint system are dependent on the hourly rating of the wall. 3. Joint System — Max separation between bottom of floor or roof and top of wall is 3/4 in. (19 mm). The joint system is designed to accommodate a max 17 percent compression or extension from its installed width. The joint system consists of a forming material and a fill material between the top of the wall and the bottom of the floor or roof, as follows: A. Forming Material* — Nom 4 pcf (64 kg/m3) density mineral wool batt insulation cut approx 20 percent wider than the flutes, with a length approx equal to the overall thickness of the wall. Pieces stacked as needed and then compressed 20 percent in thickness and inserted into the flutes of the steel deck above the top of the deflection channel. The mineral wool batt insulation is to project beyond each side of the ceiling runner , recessed 1/4 in. (6 mm) from one side of wall (CP 606 sealant Item 3B) and installed flush with other side of wall (CP 672 sealant Item 3C). Additional nom 4 pcf (64 kg/m3) mineral wool batt insulation shall be cut into strips to fill the gap between the top of the gypsum board and bottom of the steel deck. The width of the strips shall be equal to the total Thickness of the gypsum board less 1/4 in. (6 mm). The strips of mineral wool are compressed 50 percent in thickness and firmly packed into the gap between the top of the gypsum board and bottom of the steel deck, recessed 1/4 in. (6 mm) from one side of wall and installed flush with other side of wall. Al. Forming Material*—Plugs — (Optional -Not Shown) Preformed mineral wool plugs, formed to the shape of the fluted floor units, friction fit to completely fill the flutes above the ceiling runner. The plugs shall project beyond each side of the ceiling runner, recessed 1/4 in. (6 mm) from wall surfaces. Additional forming material, described in Item 3A, to be used in conjunction with the plugs to fill the gap between the top of gypsum board and bottom of steel floor units. HILTi CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP777 Speed Plugs B. Fill, Void or Cavity Material*—Sealant — Min 1/4 in. (6 mm) thickness of fill material installed on one side of the wall in the flutes of the steel deck between the top of the gypsum board and the bottom of the steel deck, flush with surface of wallboard. HILTI CONSTRUCTION CHEMICALS, DIV OF HiLTI INC — CP606 Flexible Firestop Sealant C. Fill, Void or Cavity Material* • Sealant — Min 1/8 in. (3.2 mm) wet thickness (min 1/16 in. or 1.6 mm dry thickness) of fill material sprayed or troweled to completely cover the mineral wool forming material or plugs (Items 3A 3A1) on one side of the wall. Fill material to overlap a min of 1i2 in. (13 mm) onto the gypsum board and steel floor units. When spray -applied fire resistive materials are used, the CP 672 firestop spray shall overlap the wall a min 1/2 in. (13 mm) and overlap the spray -applied fire resistive material a min of 2 in. (51 mm). HILTI CONSTRUCTION CHEMICALS, DIV OF HILTi INC — CP672 Firestop Spray or CFS -SP WB Firestop Joint Spray *Bearing the UL Classification Mark Hilti Firestop Systems Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. December 14, 2012 LPage: 3 of 3 = JOINT SYSTEM DETAIL FOR NON FIRE -RATED SMOKE PARTITIONS (EXAMPLES) TWO-SIDED APPLICATIONS FLOOR OR ROOF OVER METAL DECK MINERAL WOOL OR GLASS -FIBER INSULATION MIN. 118" (WET) CP 572 WI MIN. 112" OVERLAPS ONTO SUBSTRATES NON -RATED GYPSUM WALL PERPENDICULAR TO FLUTES ONE-SIDED APPLICATIONS N FLOOR OR ROOF clan OVER METAL DECK o N ti MINERAL WOOL. OR GLASS -FIBER INSULATION MIN.118" (WET) CP 572 WI MIN.112" OVERLAPS ONTO SUBSTRATES NON -RATED GYPSUM WALL PERPENDICULAR TO FLUTES FLOOR OR ROOF OVER METAL DECK MINERAL WOOL OR GLASS -FIBER INSULATION MIN. 118" (WET) CP 572 WI MtN.112" OVERLAPS ONTO SUBSTRATES NON -RATED GYPSUM WALL PARALLEL TO FLUTES MINERAL WOOL. OR GLASS -FIBER INSULATION FLOOR OR ROOF OVER METAL DECK MIM. 118" (WET) CP 572 W! MIN. 112" OVERLAPS ONTO SUBSTRATES NON -RATED GYPSUM WALL PARALLEL TO FLUTES LIMITATIONS : • HILTI CP 572 SMOKE AND ACOUSTIC SPRAY MAY BE INSTALLED WHERE ITIS NECESSARY TO RESTRICT SMOKE MIGRATION THROUGH NON FIRE•RATED ASSEMBLIES. • NOT FOR FIRE•RATED ASSEMBLIES. • NOT FOR USE WITH CPVC PIPING, • REFER TO PRODUCT LITERATURE FOR COMPLETE DETAILS ON INSTALLATION, SUITABLE APPLICATIONS, AND LIMITATIONS. • FOR APPLICATIONS THAT DO NOT MEET THE CONDITIONS ABOVE, CONTACT HILTI TECHNICAL SUPPORT. • THESE DETAILS REPRESENT GENERAL INSTALLATION GUIDELINES TO SATISFY SMOKE PARTITION SEALING REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE. (2003, 2006, OR 2069) OBTAIN AUTHORITY HAVING JURISDICTION APPROVAL PRIOR TO INSTALLATION. 11=111.1T91 HILTI, Inc, Tulsa, Oklahoma USA (800) 879-8000 Sheet 1 of 1 Scale 7164" = 1" Date Mar. 19, 2012 Drawrng No. J-5121 c Saving Lives through Innovation and Education • JOINT SYSTEM DETAIL FOR NON FIRE -RATED SMOKE PARTITIONS (EXAMPLES) TWO-SIDED APPLICATIONS FLOOR OR ROOF OVER METAL DECK MINERAL WOOL OR GLASS -FIBER INSULATION MIN. 1/8" (WET) CP 572 WI MIN. 112' OVERLAPS ONTO SUBSTRATES NON -RATED BLOCK WALL PERPENDICULAR TO FLUTES ONE-SIDED APPLICATIONS FLOOR OR ROOF OVER METAL DECK MINERAL WOOL OR GLASS -FIBER INSULATION MIN. 118" (WET) CP 572 W/MIN. 1/2" OVERLAPS ONTO SUBSTRATES NONRATED BLOCK WALL PERPENDICULAR TO FLUTES MINERAL WOOL OR GLASS -FIBER INSULATION FLOOR OR ROOF OVER METAL DECK MIN, 118" (WET) CP 572 WI MIN. 1/2' OVERLAPS ONTO SUBSTRATES NONRATED BLOCK WALL PARALLEL TO FLUTES FLOOR OR ROOF OVER METAL DECK MINERAL WOOL OR GLASS•FHBER INSULATION MIN. 1/8" (WET) CP 572 W/ MIN. 1/2" OVERLAPS ONTO SUBSTRATES NON -RATED BLOCK WALL PARALLEL TO FLUTES LIMITATIONS • HILTI CP 572 SMOKE AND ACOUSTIC SPRAY MAY BE INSTALLED WHERE IT 15 NECESSARY TO RESTRICT SMOKE MIGRATION THROUGH NON FIRE -RATED ASSEMBLIES. • NOT FOR FIRE -RATED ASSEMBLIES. • NOT FOR USE WITH CPVC PIPING. • REFER TO PRODUCT LITERATURE FOR COMPLETE DETAILS ON INSTALLATION, SUITABLE APPLICATIONS, AND LIMITATIONS, • FOR APPLICATIONS THAT DO NOT MEET THE CONDITIONS ABOVE, CONTACT HILT' TECHNICAL SUPPORT. • THESE DETAILS REPRESENT GENERAL INSTALLATION GUIDELINES TO SATISFY SMOKE PARTITION SEALING REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE. (2003, 2006, OR 20041 OBTAIN AUTHORITY HAVING JURISDICTION APPROVAL PRIOR TO INSTALLATION. HILTI, Inc. Tulsa, Oklahoma USA (800) 879-8000 Sheet 1 of 1 Scale 7/64"=1" Date Mar. 19, 2012 J-572-2c.031 Drawing No. J -572-2c Saving Lives through Innovation and Education JOINT SYSTEM DETAIL FOR NON FIRE -RATED SMOKE PARTITIONS (EXAMPLES) TWO-SIDED APPLICATIONS MINERAL WOOL OR GLASS -FIBER INSULATION CONCRETE FLOOR MIN. 118" (WET) CP 572 WI MIN. 112" OVERLAPS ONTO SUBSTRATES NON -RATED GYPSUM WALL ONE-SIDED APPLICATIONS CONCRETE FLOOR M ti 4(] MINERAL WOOL OR GLASS -FIBER INSULATION MIN. 118" (WET) CP 572 WI MIN. 1/2" OVERLAPS ONTO SUBSTRATES NON -RATED GYPSUM WALL CONCRETE FLOOR MINERAL WOOL OR GLASS -FIBER INSULATION MIN, 1/8" (WET) CP 572 WI MIN. 1/2" OVERLAPS ONTO SUBSTRATES NON -RATED BLOCK WALL MINERAL WOOL OR GLASS -FIBER INSULATION CONCRETE FLOOR MIN. 1/8" (WET) CP 572 WI MIN. 1/2" OVERLAPS ONTO SUBSTRATES NON -RATED BLOCK WALL LIMITATIONS • HILTI CP 572 SMOKE AND ACOUSTIC SPRAY MAY BE INSTALLED WHERE IT I5 NECESSARY TO RESTRICT SMOKE MIGRATION THROUGH NON FIRE -RATED ASSEMBLIES. • NOT FOR FIRE•RATED ASSEMBLIES. • NOT FOR USE WITH CPVC PIPING. • REFER TO PRODUCT LITERATURE FOR COMPLETE DETAILS ON INSTALLATION, SUITABLE APPLICATIONS, AND LIMITATIONS. • FOR APPLICATIONS THAT DO NOT MEET THE CONDITIONS ABOVE, CONTACT HILTI TECHNICAL SUPPORT. • THESE DETAILS REPRESENT GENERAL INSTALLATION GUIDELINES TO SATISFY SMOKE PARTITION SEALING REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE. (2003, 2006, OR 2009) OBTAIN AUTHORITY HAVING JURISDICTION APPROVAL PRIOR TO INSTALLATION. 1411111arl HILTI, Inc, Tulsa, Oklahoma USA (800) 879-8000 Sheet 1 of 1 Scale 7164"=1" Date Dec. 09, 2011 Drawrng No. J -572-3b Saving Lives through Innovation and Education THROUGH PENETRATION DETAIL FOR NON FIRE -RATED SMOKE PARTITIONS (EXAMPLES) TWO-SIDED APPLICATIONS NON -RATED GYPSUM WALL THROUGH PENETRATION MINERAL WOOL OR GLASS -FIBER INSULATION MIN 1/8" (WET) CP 572 W! MIN 112" OVERLAPS ONTO SUBSTRATES ONE-SIDED APPLICATIONS NON -RATED GYPSUM WALL THROUGH PENETRATION MINERAL WOOL OR GLASS -FIBER INSULATION MIN 118" (WET) CP 572 WI MIN 1/2" OVERLAPS ONTO SUBSTRATES NONRATED BLOCK WALL MINERAL WOOL OR GLASS -FIBER INSULATION THROUGH PENETRATION MIN 1/8" (WET) CP 572 WI MIN 1/2" OVERLAPS ONTO SUBSTRATES NON -RATED BLOCK WALL MINERAL WOOL OR GLASS -FIBER INSULATION THROUGH PENETRATION MIN 118" (WET) CP 572 Wt MIN 1/2" OVERLAPS ONTO SUBSTRATES LIMITATIONS : • HILTI CP 512 STROKE AND ACOUSTIC SPRAY MAY BE INSTALLED WHERE IT IS NECESSARY TO RESTRICT SMOKE MIGRATION THROUGH NON FIRE -RATED ASSEMBLIES. • NOT FOR FIRE -RATED ASSEMBLIES. • NOT FOR USE WITH CPVC PIPING. • REFER TO PRODUCT LITERATURE FOR COMPLETE DETAILS ON INSTALLATION, SUITABLE APPLICATIONS, AND LIMITATIONS, • FOR APPLICATIONS THAT DO NOT MEET THE CONDITIONS ABOVE, CONTACT HILTI TECHNICAL SUPPORT. • THESE DETAILS REPRESENT GENERAL INSTALLATION GUIDELINES TO SATISFY SMOKE PARTITION SEALING REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE (2003, 2006, OR 2009). OBTAIN AUTHORITY HAVING JURISDICTION APPROVAL PRIOR TO INSTALLATION. 1=11116711'1 HILTI, Inc, Tulsa, Oklahoma USA (800) 879-8000 Sheet 1 of 1 Scale 118"=1" Date Dec. 09, 2011 TP -572-1b.120911 Drawing No. TP•572.1 b Saving Lives through Innovation and Education MEMBRANE PENETRATION DETAIL FOR NON FIRE -RATED SMOKE PARTITIONS (EXAMPLES) ELECTRICAL BOX NON -RATED - GYPSUM WALL MIN.1I8" (WET) CP 572 WITH MIN. 1I2" OVERLAPS ONTO SUBSTRATES LIMITATIONS: • HILTI CP 572 SMOKE AND ACOUSTIC SPRAY MAY BE INSTALLED WHERE IT IS NECESSARY TO RESTRICT SMOKE MIGRATION THROUGH NON FIRE -RATED ASSEMBLIES. • NOT FOR FIRE -RATED ASSEMBLIES. • NOT FOR USE WITH CPVC PIPING. • REFER TO PRODUCT LITERATURE FOR COMPLETE DETAILS ON INSTALLATION, SUITABLE APPLICATIONS, AND LIMITATIONS. • FOR APPLICATIONS THAT 00 NOT MEET THE CONDITIONS ABOVE, CONTACT HILTI TECHNICAL SUPPORT. • THESE DETAILS REPRESENT GENERAL INSTALLATION GUIOELINES TO SATISFY SMOKE PARTITION SEALING REQUIREMENTS OP THE INTERNATIONAL BUILDING CODE (2003, 2005, OR 2009}. OBTAIN AUTHORITY HAVING JURISDICTION APPROVAL PRIOR TO INSTALLATION. 11=111671r11 HILTI, Inc, Tulsa, Oklahoma USA (800) 879-8000 Sheet 1 of 1 Scale Date Jan. 04, 2012 MP -572-1a.010412 Drawmng No. MP -572.1a Saving Lives through Innovation and Education Product Information CP 572 Smoke and Acoustic Spray Applications N Sealing construction joint openings in non fire -rated acoustical assemblies and smoke partitions (Not for use in fire -raced applications) Advantages • Quick and easy spray application ■ Can be applied at low temperatures ® Excellent airborne sound insulation properties • High elasticity for good movement absorption • Excellent sprayability and low slump characteristics • Paintable 1 1 Restricts smoke migration Excellent sound insulation characteristics with application based testing in accordance with ASTM E 90. Installation instructions for CP 572 Technical Data Color CP 572 white Chemical basis acrylic Storage and transport temperature range 40°F to 77°F (5°C to 25°C) Curing time approx. (73°F/ 50% relative humidity) approx. 3 mm / 3 days Skin -forming time (73°F / 50% relative humidity) approx. 15 min Application temperature range 40°F to 104°F (5°C to 40°C) Shelf life 12 months Sound transmission classification (ASTM E 90) STC 56 (per tested construction type) Surface burning characteristics (ASTM E 84.08) Flame spread: 10 Smoke development: 5 Movement capability approx. 12.5% Mold and mildew (ASTM G21) mold resistant Air leakage (Modified UL 2079 L -Rating) L -Rating at Ambient = Less than 1 CFM / Lin Ft. L -Rating at 4002F = Less than 1 CFM / Lin Ft. Notice • Before handling, read Material Safety Data Sheet and product label for safe usage and health information. • Instructions below are genera; guidelines --- always refer to the product label, applicable product test reports and/or architect requirements. Opening 1. Clean the opening. Surfaces 10 which CP 572 will be applied should be cleaned of loose debris, dirt, oil, wax, grease, and contaminants. The surface should be moisture and frost free, 1. Clean opening 40411' 2. Inlen mineral wool Application of spray 2, Install mineral wool backing to required depth 3. Application of spray: Apply CP 572 to the required depth in order to obtain desired sound rating. Make sure CP 572 contacts all surfaces and overlaps beyond all surrounding surfaces (Refer to test reports). Titan Sprayers have been successful in applying CP 572 Smoke and Acoustic Spray. 1-lilti recommends the use of the Titan 600 (for application temperatures above 50°F) or 1100 Sprayers. CP 572 may also be brushed on with a paint brush. 1 Spray or brush on CP 572 Hilti. Outperform. Outlast. Not for use • In areas immersed in water • On hot surfaces (above 176°Ft Storage • Store only in the original packaging at temperatures 40°F to 77°F (5°C t0 25°C) • Observe expiration date on package HMI Filrestop Saving Lives 1 through innovation 1. and education 1-li11i, Inc. (U.S.) 1.800-879.8000 • www.us.hiltl.com • en espanol 1-800-879-5000 • Milli Firestop Systems Guide _FCI Constructors, Inc. Submittal Transmittal 1 Detailed, Grouped by Each Number includes Sub Section Clinic West 201 Sippreile Drive Parachute, CO 81635 Project # 10-12-031 Tel: 970-434-9093 Fax: 970-434-7583 FCI Constructors, Inc. - GJ Date: 10/11/2013 Reference Number: 0345 Transmitted To: Stephen Berwanger Summit Sealants and Restoration, Inc. 13671 Carefree Drive , COO 81403 Tell: Faux: Transmitted By: Steve Jones FCI Constructors, Inc. - GJ P. O. Box 1767 Grand Junction, CO 81502 Tel: 970-434-9093 Fax: 970-434-7583 01 .. 7:11.4 hal 0104 - 07800 - 02 1 a. icor1• Construction 01 Perimeter Fire stopping Q.n Perimeter Fire stopping Product Data was kaeA9n'n 5 Approved as Noted 078413 1.4 Lfii***Mil Approved as Noted FCI Constructors, Inc. - GJ FCI Constructors, Inc. - GJ FCI Constructors, Inc. - GJ woo Darrin Case Doug Swann Jason Parsons ..4,-011WEIWar- install fire stopping as indicated in the fire stop systems schedule in specification section 078413 3.7. Signature Signed Date Prolog Manager Printed on: 10/11/2013 FCI PM Data Page 1 11011110 Imo mega ■i■■m ■1 u.0 DAVIS PARTNERSHIP ARCHITECTS Submittal Review GRHD Battlement Mesa MOB Project Number 12415.00 Perimeter Firestopping Submittal No: 078413-002-0 Checking is only for conformance with the design concept of the Project and compliance with the information given in the Contract Documents. Contractor is responsible for dimen- sions to be confirmed and correlated at the job site, for infor- mation that pertains solely to the fabrication processes or to techniques of construction: and for coordinatiq=n of the work of all trades. Note -The Architect's checking of Shop Drawings or Samples shall not relieve the Contractor of responsibility of any devi- ation from the requirements of the Contract Documents un- less the Contractor has informed the Architect in writing of such deviation at the time of submission and the Architect has given written approval to the specific deviation, nor shall the Architect's checking relieve the Contractor from res- ponsibility for errors or omissions in the Shop Drawings or Samples. [l Approved ® Approved as noted 0 No Action Required 0 Disapproved, resubmit DAVIS PARTNERSHIP P.C. ARCHITECTS Date1011012013ay DARREN LAGING NOTE -CONTRACTOR SHALL DETERMINE AND VERIFY ALL FIELD MEASUREMENTS AND FIELD CONSTRUCTION CRITERIA. 1) Product data for penetration firestopping materials approved. 2) Provide system per firestop systems schedule in specification 078413-3.7 See attached UL assembly for penetration firestopping: XHDG.CW-S-1002. DENVER OFFICE 2301 Bloke Street, Suite 100 Denver, CO 80205-2108 T 303.861.8555 F 303.861.3027 VAIs OFFICE 0225 Moin Street, Unit C101 Edwords, CO 81632.8113 T 970.926.8960 F 970.926.8961 www.derispottnership,com XHDG.CW-S-1002 - Perimeter Fire Containment Systems Page 1 of 4 UL Online Certifications Directory XHDG.CW-S-1002 Perimeter Fire Containment Systems Page 8o gm Perimeter Fire Containment Systems See General Information for Perimeter Fire Containment Systems System No. CW -S-1002 March 23, 2004 Integrity Rating — 2 Hr Insulation Rating — 1/4 Hr Linear Opening Width — 2-1/2 In. Max L Rating At Ambient - Less Than 1 CFM/Lin Ft L Rating At 400°F - Less Than 1 CFM/Lin Ft http://database.ul.com/egi-bin/XYV/template/LISEXT/l FRAME/showpage.html?name=XHDG.C... 2/3/2006 XHDG.CW-S-1002 - Perimeter Fire Containment Systems Page 2 of 4 1. Floor Assembly — Min 4-1/2 in. thick reinforced lightweight or normal weight (100-150 pcf) structural concrete. Perimeter of floor assembly to be provided with min 3 by 3 by 1/4 in. thick cast -in-place structural steel angle for weld -attachment of mounting angles (Item 2A), 2. Curtain Wall Assembly — The curtain wall assembly shall incorporate the following construction features: A. Mounting Angles — (Not Shown) - Min 3 in. long angles with one nom 4 in. leg for attachment to edge of floor assembly and with one leg approx 2-1/2 to 3 in. longer than distance to interior face of steel studs. Angles to be formed of min 1/8 in. thick steel. Angles welded to cast -in-place structural steel angle at edge of floor assembly (Item 1) on one side of each steel stud (Item 2B) at each floor level. Top edge of each mounting angle to be recessed 1 to 14/2 in. below top surface of floor. B. Steel Studs — C-shaped Studs formed from min 0.034 in. thick (20 ga) galv steel. The steel studs shall be 3-1/2 in. to 6 in. wide by 1-1/4 in. deep with 5/16 in. wide stiffening flanges and shall be assembled using runner channels formed from min 0.034 in, thick galv steel. Studs spaced max 24 in. OC and welded, bolted or screwed to mounting angles (Item 2A) at each floor level. When cementitious backer units (Item 2E) are used for exterior sheathing, max stud spacing is 16 in. OC. Interior face of studs to be max 2-1/2 in. from edge of floor assembly. C. Steel Struts — Short lengths of steel stud (Item 2B) used to brace each steel stud against lateral movement. One end of strut bolted, screwed or welded to steel stud beneath plane of floor assembly. Opposite end of strut anchored to underside of floor. D. Gypsum Board* — One layer of nom 5/8 in. thick, 48 in. wide gypsum sheathing installed to cover entire exterior surface of wall. Sheathing applied with joints centered over studs and secured to steel studs with min 1 in. long bugle head steel screws spaced max 8 in. OC along the edges and max 12 in. OC in the field of each sheet. http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=XHDG. C... 2/3/2006 XHDG.CW-S-1002 - Perimeter Fire Containment Systems Page 3 of 4 See Gypsum Board (CKNX) category for names of Classified Companies and product types. E. Cementitious Backer Units* — As an alternate to the gypsum sheathing (Item 2D), nom 1/2 in. or 5/8 in, thick square -edge boards attached to studs with 1-1/4 in. long corrosion resistant self -tapping wafer -head steel screws spaced 6 in OC. Joints covered with glass fiber mesh tape. UNITED STATES GYPSUM CO — Durock Exterior Cement Board, Durock Cement Board or Durock WMB F. Curtain Wall Insulation* — Min 3 in. thick mineral wool batt insulation, unfaced or faced on one side with aluminum fail/scrim vapor retarder, supplied in nom 16 in. or 24 in. wide batts to accommodate spacing of steel studs. Insulation batts installed to completely fill all stud cavities of curtain wall above the top of the fill material (Item 3C) and below the forming material (Item 3B). Insulation baits to be friction -fitted between studs with adjoining lengths of batt tightly butted. THERMAFIBER INC — FIRESPAN Insulation G. Gypsum Board* — One layer of nom 5/8 in. thick, 48 in. wide gypsum board applied with joints centered over studs. Gypsum board secured to steel studs on interior surface of curtain wall with min 1 in. long bugle head steel screws spaced max 8 in, OC along the edges and max 12 in. OC in the field of each sheet. Gypsum board installed to cover interior surface of wall above the top of the fill material (Item 3C) and below the forming material (Item 36). See Gypsum Board (CKNX) category for names of Classified Companies and product types. H. Framed Window — Metal -framed window with nom 1/4 in. thick heat -strengthened glass. Sill of window to be min 34 in. above top of floor slab. Top of window to be min 33 in. below bottom of floor slab. I. Siding, Brick or Stucco -- (Not Shown)—Aluminum siding, steel siding, brick veneer or stucco installed over gypsum sheathing or cementitious backer units and meeting the requirements of local code agencies. Brick veneer wall attached to studs with corrugated metal wall ties attached to each stud with steel screws. 3. Safing System — The safing system shall incorporate the following construction features: A. Forming Material* — Nom 4 pcf density mineral wool batt insulation. Batt sections to be cut to a min 4 in. width. and stacked to a thickness which is 25 percent greater than the width of linear gap between the gypsum sheathing and the edge of the concrete floor to attain a min 20 percent compression in the thickness direction. The forming material is compressed and inserted cut -edge -first into linear gap between edge of floor slab and sheathing material such that its top surface is flush with the top surface of the floor assembly. Length of batt to be equal to on -center spacing of steel studs such that it is friction -fitted between studs and mounting angles without seams. Additional pieces of mineral wool batt to be stuffed inside the channel of each steel stud throughout the thickness of the forming material. THERMAFIBER INC — SAF B. Fill, Void or Cavity Material* — Min 1/8 in. wet thickness (min 1/16 in. dry) of fill material spray -applied over top of forming material and lapping min 1/2 in. onto the top surface of the floor and onto the gypsum sheathing and steel studs. SPECIFIED TECHNOLOGIES INC — SpecSeal AS200 Elastomeric Spray or SpecSeal Fast Tack Spray *Bearing the UL Classification Mark Last Undated on 2004-03-23 http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=XHDG.C... 2/3/2006 XHDG,CW-S-1002 - Perimeter Fire Containment Systems Page 4 of 4 _ uestions? Notice of Disclaimer Page Top Copyright (e) 2006 Underwriters Laboratories Inc.® The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Designs and/or Listings (files) must be presented in their entirety and in a non -misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc." must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "Copyright © 2006 Underwriters Laboratories Inc.®" An fndependant organization working for a safer world with Integrity, precision and knowledge. http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=XHDG.C... 2/3/2006 System No. CW -D-1011 F Rating - 2 Hr T Rating -1/2 Hr Linear Opening Width - 2-1/2 In. Max Class II Movement Capabilities - 5% Vertical Shear L Rating At Ambient - Less Than 1 CFM/Lin Ft L Rating At 400°F - Less Than 1 CFM/Lin Ft FCI CONSTRUCTORS, INC. REVIEW OF THIS SUBMITTAL 5 SUBJECT TO THE PROVISIONS OF THE CONTRACT DRAWINGS AND SPECIFICATIONS_ THIS ACTION I5 FOR GENERAL CONCURRENCE. ■ REVIEWED WITHOUT COMMENT El REVIEWED AS NOTED D REVIEWED WITH NOTATIONS, RESUBMIT WITH CORRECTIONS DOISAPPROvEO, REVISE & RESUBMIT SUBMITTAL REVIEWED BY S€eve Jones DATE 10/10/2013 1 1 1 1 1 1 n I 1 BI Provide system per firestop systems schedule in specification 078413-3.7 1. Floor Assembly - Min 4-1/2 in. (114 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3) structural concrete. Perimeter of floor assembly to be provided with min 3 by 3 by 1/4 in. (76 by 76 by 6 mm) thick cast -in-place structural steel angle for weld -attachment of mounting angles (Item 2A). 2. Curtain Wall Assembly - The curtain wall assembly shall incorporate the following construction features: A. Mounting Angles - (Not Shown) - Nom 3 in. (76 mm) long angles with one nom 3 in. (76 mm) leg for attachment to edge of floor assembly and with one leg approx 2-1/2 to 3 in. (64 to 76 mm) longer than distance to interior face of steel studs. Angles to be formed of min 1/8 in. (3.2 mm) thick steel. Angles welded to cast -in-place structural steel angle at edge of floor assembly (Item 1) on one side of each steel stud (Item 28) at each floor level. Top edge of each mounting angle to be recessed 1/2 to 1 in. (13 to 25 mm) below top surface of floor. B. Steel Studs - C-shaped studs formed from min 0.059 in. (1.5 mm) thick galv steel. The steel studs shall be min 6 in. (152 mm) wide by 1-1/4 in. (31 mm) deep with 5/16 in. (8 mm) wide stiffening flanges and shall be assembled using runner channels formed from min 0.059 in. (1.5 mm) thick gals steel. Studs spaced max 16 in. (406 mm) OC and welded, bolted or screwed to mounting angles (Item 2A) at each floor level. To allow for designed amount of movement, elongated holes may be integrated into either the mounting angle (Item 2A) or the stud (item 2B). Interior face of studs to be max 2-1/2 in. (64 mm) from edge of floor assembly. Studs reinforced by means of nom 1-1/2 in. (38 mm) wide by 9/16 in. (14 mm) deep min 0.059 in, (1.5 mm) thick cold rolled steel channels inserted through steel stud keyways on max 48 in. (1.2 m) centers and welded to steel studs, B1 King Studs - (Optional, Not Shown) - Where required, a king stud may be substituted for Item 28. King studs to consist of two min 6 in, (152 mm) wide by 1-1/4 in. (31 mm) deep C-shaped studs formed from min 0.059 in. (1.5 mm) thick galv steel secured together by welds. See Item 3C. C. Gypsum Board* - One layer of nom 5/8 in. (16 mm) thick, 48 in. (1.2 m) wide gypsum sheathing installed to cover entire exterior surface of wall. Sheathing applied with joints centered over studs and secured to steel studs with min 1 in. (25 mm) long bugle head steel screws spaced max 8 in. (204 mm) OC along the edges and max 12 in. (305 mm) OC in the field of each sheet. See Gypsum Board (CKNX) category for names of Classified Companies and product types. "4 - STI Specified Technologies Inc. 210 Evans Way Somerville, NJ 08876 Reproduced courtesy of Underwriters Laboratories, Inc. Created or Revised: March 13, 2013 (800)992-1180 • (908)526-8000 • FAX (908)231-8415 • E-MaiLtechsery@stifirestop.com • Website:www.stifirestop.com CW -D-1011 PAGE 1 OF2 D. Cementitious Backer Units* - As an alternate to the gypsum sheathing (Item 2C), nom 1/2 in. or 5/8 in. (13 or 16 mm) thick square -edge boards attached to studs with 1-1/4 in. (31 mm) long corrosion resistant self -tapping wafer -head steel screws spaced 6 in. (152 mm) OC. Joints covered with glass fiber mesh tape. UNITED STATES GYPSUM CO - Type DCB E. Batts and Blankets* - Any glass fiber insulation bearing the UL Classification Marking as to fire resistance or surface burning characteristics, of a width and thickness to completely fill stud cavity. Insulation batts friction fit to completely fill all stud cavities of curtain wall above the top of the fill material (Item B) and below the forming material (Item 3A). See Batts and Blankets (BZJZ) category for names of manufacturers. F. Gypsum Board* - One layer of nom 5/8 in. (16 mm) thick, 48 in. (1.2 m) wide gypsum board applied with joints centered over studs. Gypsum board secured to steel studs on interior surface of curtain wall with min 1 in. (25 mm) long bugle head steel screws spaced max 8 in. (204 mm) OC along the edges and max 12 in. (305 mm) OC in the field of each sheet. Gypsum board installed to cover interior surface of wall above the top of the fill material (Item 3C) for a min distance of 6 in. (152 mm). Gypsum board is optional below floor assembly. See Gypsum Board (CKNX) category for names of Classified Companies and product types. G. Framed Window - Metal -framed window with nom 1 in. (25 mm) thick (double pane) transparent heat -strengthened or tempered glass panels. Sill of window to be min 6 in. (152 mm) above top of floor slab. Vertical separation between window punch -outs to be min 36 in. (914 mm). Top of window to be min 22-1/2 in. (572 mm) below bottom of floor slab. H. Exterior Insulation and Finish System (EIES) - Nom 2 in. (51 mm) thick extruded polystyrene Foamed Plastic* insulation bearing the UL Classification Marking, attached over sheathing and finished with coating system, or Portland cement or synthetic stucco systems, in accordance with manufacturer's instructions. See Foamed Plastic (BRYX or CCVW) category for names of Classified companies. I. Siding, Brick or Stucco - (Not Shown) - Aluminum siding, steel siding, brick veneer or stucco installed over gypsum sheathing or cementitious backer units and meeting the requirements of local code agencies. Brick veneer wall attached to studs with corrugated metal wall ties attached to each stud with steel screws. J. Glass Fiber Reinforced Concrete (GFRC) Panels - (Not Shown) - Min 1/2 in. (13 mm) thick glass fiber reinforced concrete (GFRC) panels installed over gypsum sheathing or cementitious backer units and meeting the requirements of local code agencies. 3. Safing System - Max separation between edge of floor assembly and face of framing members is 2-1/2 in. (64 mm). The sating system is designed to accommodate vertical shear movement up to a max of 5 percent of its installed width. The sang system shall incorporate the following construction features: A. Forming Material* - Nom 4 pcf (64 kg/m3) density mineral wool batt insulation. Batt sections to be cut to a min width of 4 in. (102 mm) and stacked to a thickness which is 25 percent greater than the width of linear gap between the gypsum sheathing and the edge of the concrete floor to attain a min 20 percent compression in the thickness direction when installed. The forming materia! is compressed and inserted cut -edge -first into linear gap between edge of floor slab and sheathing material such that its top surface is flush with the top surface of the floor assembly. Length of batt to be equal to on -center spacing of steel studs such that it is friction -fitted between studs and mounting angles without seams. Additional pieces of mineral wool batt to be stuffed inside the channel of each steel stud throughout the thickness of the forming material. THERMAFIBER INC - SAF B. Fill, Void or Cavity Material* - Spray - Min 1/8 in. (3.2 mm) wet thickness (min 1/16 in. or 1.6 mm dry thickness) of fill material spray -applied over top of forming material and lapping min 1/2 in. (13 mm) onto the top surface of the floor and onto the gypsum sheathing and steel studs. SPECIFIED TECHNOLOGIES INC - SpecSeal AS200 Elastomeric Spray or SpecSeal Fast Tack Spray C. Fill, Void or Cavity Material* - Pillows - (Not Shown) - Where king studs (Item 281) are located, channel within stud to be sealed with pillows. Max 9 in. long by 6 in. wide by 3 in. thick plastic covered intumescent pillows compressed and tightly packed into channel at each floor line. SPECIFIED TECHNOLOGIES INC - SpecSeal Firestop Pillows 'Bearing the UL Classification Mark STI Specified Technologies Inc. 210 Evans Way Somerville, NJ 08876 Reproduced courtesy of Underwriters Laboratories, Inc. Created or Revised: March 13, 2013 (800)992-1180 • (908)526-8000 • FAX (908)231-8415 • E-Mail:techserv@stifirestop.com • Website:www.stifirestop.com CW -D-1011 PAGE 2 OF 2 Provide system per firestop systems schedule in specification 078413-3.7 System No. HW -D-0136 Assembly Ratings -1 and 2 Hr (See item 2) Nominal Joint Width -1 in. L Rating At Ambient - Less Than 1 CFM/Lin Ft L Rating At 400°F - Less Than 1 CFM/Lin Ft Class Ii Movement Capabilities -19% Compression and Extension 11 11 111111111111111 111111111111 1 t11111111111 1 1 111 111 1. Floor Assembly - The fire -rated fluted steel deck/concrete floor assembly shall be constructed of the materials and in the manner described in the individual Floor -Ceiling Design in the UL Fire Resistance Directory and shall include the following construction features: A. Steel Floor and Form Units* - Max 3 in. (76 mm) deep galv steel fluted floor units. B. Concrete - Min 2-1/2 in. (64 mm) thick reinforced concrete, as measured from the top plane of the floor units. 1A. Roof Assembly - (Not Shown) - As an alternate to the floor assembly (Item 1), a fire rated fluted steel deck roof assembly may be used. The roof assembly shall be constructed of the materials and in the manner described in the individual P900 Series Roof -Ceiling Design in the UL Fire Resistance Directory. The hourly fire rating of the roof assembly shall be equal to or greater than the hourly fire rating of the wall assembly. The roof assembly shall include the following construction features: A. Steel Roof Deck - Max 3 in. (76 mm) deep galv steel fluted roof deck. B. Roof Insulation - Min 2-1/4 in. (57 mm) thick poured insulating concrete, as measured from the top plane of the steel roof deck. C. Roof Covering* - Hot -mopped or cold -application materials compatible with insulating concrete. 2. Wall Assembly - The 1 or 2 hr fire -rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner described in the individual L1400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A. Floor Runners - (Not Shawn) -Floor runners of wall assembly shall consist of min No. 25 gauge galv steel channels sized to accommodate steel studs . STI Specified Technologies inc. 210 Evans Way Somerville, NJ 08876 Reproduced courtesy of Underwriters Laboratories, Inc. Created or Revised. January 11, 2011 (800)992-1180 • (908)526-8000 • FAX (908)231-8415 • E-Mailaechserv@stifirestop.com • Website:tiwxw.sti8restop.com HW -D-0136 PAGE 1 OF 3 B. Light Gauge Framing* -Slotted Ceiling Runner - Ceiling runner to consist of galv steel channel with slotted flanges sized to accommodate steel studs . Ceiling runner installed perpendicular to direction of fluted steel floor or roof deck and secured to valleys with steel fasteners spaced max 24 in. (610 mm) OC. BRADY CONSTRUCTION INNOVATIONS INC, DBA SLIPTRACK SYSTEMS - SLP -TRK CALIFORNIA EXPANDED METAL PRODUCTS CO - CST CLARKDIETRICH BUILDING SYSTEMS - Type SLT, SLT-H MARINO/WARE, DIV OF WARE INDUSTRIES INC - Type SLT METAL -LITE INC - The System SCAFCO STEEL STUD MANUFACTURING CO STEELER INC - Steeler Slotted Ceiling Runner TELLING INDUSTRIES L L C - True -Action Deflection Track C. Studs - Steel studs to be min 3-1/2 in. (89 mm) wide. Studs cut 3/4 to 1 in. (19 to 25 mm) less in length than assembly height with bottom nesting in and resting on floor runner and with top nesting in ceiling runner. Steel studs secured to slotted ceiling runner with No. 8 by 1/2 in. (13 mm) long wafer head steel screws at midheight of slot on each side of wall. Stud spacing not to exceed 24 in. (610 mm) OC. C1. Light Gauge Framing* -Slotted Studs - Slotted steel stud to be used in conjunction with Light Gauge Framing* -Floor and Ceiling Runners (Item 2B). Slotted steel studs to be min 3-1/2 in. (89 mm) wide. Slotted steel studs cut 1/2 in. to 3/4 in. (13 to 19 mm) less in length than assembly height with bottom nesting in and secured to both ceiling and floor runners. Ceiling runner secured to preformed slot within steel stud by means of No. 10 by 3/4 in. (19 mm) long low profile head steel screw. Floor runner attached to bottom of steel stud by means of No. 8 by 1/2 in. (13 mm) long pan head steel screw. Slotted steel stud spacing not to exceed 24 in. (610 mm) OC. STEELER INC - Steeler Slotted Stud D. Gypsum Board* - Gypsum board sheets installed to a min total 5/8 in. (16 mm) or 1-1/4 in. (32 mm) thickness on each side of wall for 1 and 2 hr fire rated assemblies, respectively. Wall to be constructed in the individual U400 Series Design in the UL Fire Resistance Directory, except that a max 1 in. (25 mm) gap shall be maintained between the top of the wallboard and the bottom surface of the steel floor or roof deck and the top row of screws shall be installed into the studs 3 to 3-1/2 in. (76 to 89 mm) below the valleys of the steel deck. The hourly fire rating of the joint system is equal to the hourly fire rating of the wall. 3. Joint System - Max separation between bottom of floor or roof deck and top of gypsum board (at time of installation of joint system) is 1 in. (25 mm). The joint system is designed to accommodate a max 18.75 percent compression or extension from it's installed width. The joint system shall consist of forming and fill materials in the flutes of the steel floor or roof deck and between the top of the wallboard and bottom of the steel deck, as follows: A. Forming Material* - Min 5-5/8 in. (143 mm) or 7 in. (178 mm) depth of 4 pcf (64 kg/m3) mineral wool batt insulation for 1 and 2 hr fire rated assemblies, respectively, cut to the shape of the fluted deck and installed into the flutes of the steel floor or roof deck between the top of the slotted ceiling runner and the steel deck. The mineral wool batt insulation is to be compressed min 14.3 percent in depth such that it is flush with the gypsum board surface on both sides of the wall. IIG MINWOOL L L C - MinWool-1200 Safing ROCK WOOL MANUFACTURING CO - Delta Board ROCKWOOL MALAYSIA SDN BHD - SAFE ROXUL INC - SAFE THERMAFIBER INC - Type SAF STI Specified Technologies Inc. 210 Evans Way Somerville, NJ 08876 Reproduced courtesy of Underwriters Laboratories, Inc. Created or Revised: January 11, 2011 (800)992-1180 • (908)526-8000 • FAX (908)231-8415 • E-Mail:techserv@stifirestop.com • Website:www.stifirestop.com HW -D-0136 PAGE 2 OF 3 Al. Alternate Forming Material* -Spray Applied Fire Resistive Material* - (Not Shown) -As an alternate to the mineral wool batt insulation (Item 3A), a min 4-7/8 in. (124 mm) or 6-1/8 in. (156 mm) depth of spray applied fire resistive material may be installed in the flutes of the steel floor or roof deck between the top of the slotted ceiling runner and the steel deck for the 1 and 2 hr fire ratings, respectively. The spray applied fire resistive material is to be finished flush with the valleys of the steel floor or roof deck and flush with the gypsum board surface on both sides of the wall to leave a nom 1 in. (25 mm) high gap above the top of the gypsum board. The spray applied fire resistive material is mixed with water in accordance with the mixing instructions on the bag. ISOLATEK INTERNATIONAL - Type 300, Type 11 When Type 300 material is used, the minimum average density of the material shall be 17.5 pcf (280 kg/m3) with a minimum individual density of 16 pcf (256 kg/m3). When Type II material is used, the minimum average density of the material shall be 13 pcf (208 kg/m3) with a minimum individual density of 11 pcf (176 kg/m3). See Design Information Section in Volume 1 of the Fire Resistance Directory for method of density determination. W R GRACE & CO - CONN - MK-6/HY. When MK-6/HY material is used, the minimum average density of the material shall be 15 pcf (240 kg/m3) with a minimum individual density of 14 pcf (224 kg/m3). See Design Information Section in Volume 1 of the Fire Resistance Directory for method of density determination. B. Forming Material* - Min 5/8 in. (16 mm) or 1-1/4 in. (3.2 mm) wide sections of mineral wool batt insulation for 1 or 2 hr rated assemblies, respectively. Mineral wool batt insulation cut into strips, compressed 50 percent in thickness and installed cut edge first to completely fill the gap above the top of the gypsum board. The forming material shall be installed flush with both surfaces of wall. IIG MINWOOL L L C - MinWool-1200 Safing ROCK WOOL MANUFACTURING CO - Delta Board ROCKWOOL MALAYSIA SDN BHD - SAFE ROXUL INC - SAFE THERMAFIBER INC - Type SAF C. Fill, Void or Cavity Material* -Sealant - Min 1/8 in. (3.2 mm) wet thickness or 1/16 in. (1.6 mm) dry thickness of fill material spray applied to cover the forming material on each side of the wall in the flutes of the steel floor or roof deck and between the top of the wall and the bottom of the steel deck. Nom 1/8 in. (3.2 mm) wet thickness or 1/16 in. (1.6 mm) dry thickness of fill material shall overlap a min 1/2 in. (13 mm) onto gypsum board and onto the steel deck on both sides of wall. STI SPECIFIED TECHNOLOGIES INC - SpecSeal AS200 Elastomeric Spray *Bearing the UL Classification Mark Specified Technologies Inc. 210 Evans Way Somerville, NJ 08876 Reproduced courtesy of Underwriters Laboratories, Inc. Created or Revised: January 11, 2011 (800)992-1180 • (908)526-8000 • FAX (908)231-8415 • E-Mail:techservi§stifirestop.com • Website:www.stifirestop.com HW -D-0136 PAGE 3 OF 3 PRODUCT -DATA' SHEET specsea141,1!I�Ihh� SERIES AS200 ELASTOMERIC SPRAY APPLICATIONS SpecSeal® Elastomeric Spray is designed primarily for the protection of construction joints, curtain wall safing gaps, and certain through -penetrations. IMImomear' 0 0 0 .01111 PERFORMANCE PRODUCT DESCRIPTION SpecSeal® Series AS200 Elastomeric Spray is a non -halogenated latex -based, highly olastomeric coating designed to provide passive smoke and fire protection in construction joints. SpecSeal® Series AS200 Elastorneric Spray is engineered to adhere to virtually all construction surfaces and may be applied using airless spray equipment or with a brush (ideally for, but not limited to, small applications or touch ups). SpecSeal® Series AS200 Elastomeric Spray dries to form a flexible shield against the propagation of fire. Its premium latex binder system is totally resistant to water and will not re -emulsify afler drying. SpecSeal® Series AS200 Elastomeric Spray contains no inorganic fibers, asbestos, solvents. �R1e • Water -Based for easy installation and cleanup • Non -halogenated, • Thbrotroplc for high -build application. • Auto Bonding. • Safe.,, no solvents! No asbestos! • Flexible! • Water Resistant! • Low Abrasion tor longer pump life and less maintenance, • UL Classified. • Tested with spray applied fire resistive materials {SFRM). • Paintable When applied to a wot film thickness of 118" (3.2 mm) over appropriate backing materials, SpecSeal® Series AS200 Elastomeric Spray has been successfully tested in one, two, three and four hour joints tested in accordance with ASTM E1966 (ANSI/UL2079) and CAN/ULCS115. This product has also been tested for use in Perimeter Fire Barrier Systems in accordance with ASTM E2307. Consult factory for individual system designs and application requirements. LIMITATIONS: Use product as per manufacturer's instructions. Use only in applications per the manufacturer's tested and published designs or specific recommendations. End user must ultimately determine the suitability of the product and des!gns to his specific requirement and assumes responsibility for its use. PRODUCT CONTAINS WATER AND IS CONDUCTIVE UNTIL DRY. DO NOT APPLY IN THE PRESENCE OF EXPOSED OR ENERGIZED ELECTRICAL CONDUCTORS. SSIf VV* ,CG FILL, VOID OR CAVITY FOR USE IN JOINT SYSTEMS CAV1IYTHROLIGFiTE MATERIALS FOR USE STOP SYSTEMS, SEE UL FIRE RESISTANCE DIRECTORY, C ®US 3L73 ® APPROVED SYSTEM FBC"" System Compatible indicates that this product has been tested, and is monitored on an ongoing basis, la assure its chemical compaDbflityvAGl FlovFivard Gold®, BfazeA4aste+�and Conine pipe and fittings. FRC, F1owOuard Gold, BlazeMaster COMPATIBLE and Como are licensed trademarks of The Lubrizol Corporation. 4.°" Pp e�'}a ; m° us @ortxsoP WN 20407 PHYSICAL PROPER11ES ysrE Cola Odor Specific Gravity Solids Content by Weight Solids Content by Volume Flame Spread Smoke Developed Movement Coverage Viscosity pH Pale Blue and Red Mild Latex 1.3 74% 66.4% o' 25' +500' 12.6sgflfgal@1d10.31sgn 1 @32 mm) 110,000 cps 7.5 ��I20 ERIES AS sPpAy. Solvent Content Plasticizer ITServise Temp, Storage Temp. Drying Time STC Rating VOC Content' Shell Life • Tested to ASTM E84 (U L723) @ 14% coverage, "500 Cycles per UL2079, AC30 (IC80) and ASTM EI399 "Dependent an temperature and hurradty. 'Per ASTM D3980 EPA Fed. Reference Method 24 None None 5185° F {85° C) 40°F (4°C) - 95°F {35°C) Tack Free 2 Hours Dry Through 24-48 Hours" 61 0.16 Ib/gal {209 gIL) 18 Months Technical Service 1-800-992-1180 STI. www.stifirestop,com STI Pradutt Dafo Sheet • Series AS200 Elastomeric Spray • T00.5042-1292 1 FIG. 1: METALLIC PIPE PENETRATIONS - CONCRETE/MASONRY FLOORS & WALLS .oma Optional Sleeve Elastomeric Spray Mineral Wool Metallic Pipe Elaslomeric Spray Optional Sleeve Metallic Pipe Mineral Wool UL System No. C -AJ -1318 F Rating — 2 Hr • T Rating — 0 Hr Steel or Iron Pipe: <12", Copper Pipe: <6" Annulus: Point Contact to 2" Forming Material: Nom 4 pcf mineral wool to 4" depth Spray Depth: 118" wet depth (+112" overlap) FIG. 2: SLAB -EDGE SAFING GAP APPLICATIONS Continuous Angles Stiffhack Angle Mineral Wool Sating Aluminum Mullion Vision Glass Elastomeric Spray Spandrel Panel Curtain Wall Insulation Concrete Slab UL System No. CW -S-2061 F Rating — 2 Hr • T Rating —114 Hr Linear Opening Width - 8 In Max L Rating Al Ambient - Less than 1 CFM/Lin Ft L Rating At 400° F - Less Than 1 CFM/Lin Ft FIG. 3: HEAD -OF -WALL APPLICATIONS Elastomeric Spray �A .631 Mineral Wool Batt Insulation I-- A Concrete Over Steel deck Optional EMT/Cendult Gypsum Board Wall UL System No. HW -D•0043 Assembly Ratings -1,2,3 and 4 Hr, Nominal Joint Widths -1 and 2 In. L Rating At Ambient - Less than 1 CFM/Lin Ft. L Rating At 400°F - Less Than 1 CFM/Lin Ft. Class II Movement Capabilities - 40 or 50% Compression and extension. 2 STI Product Data Sheet • Series AS200 Elastomeric Spray • FO115042-1292 Technical Service 1-800-992-1180 www.stitirestop.com S]I'J- SPECIFICATIONS The fire prolective joint coating shall be a water-based, non -halogenated elastomeric coating and shall contain no solvents, inorganic fibers, nor asbestos. The coating shall dry to form a flexible, moisture resistant film and shall adhere to all common construction surfaces, The coating shall provide up to 50 percent movement. The coating shall be thixotropic and shall be capable of being applied by brush or by airless spray. The approved coating shall be SpecSeal® Series AS200 Elastomeric Spray. SPECIFIED DIVISIONS DIV. 7 07 84 00 Through -Penetration Firestopping DIV. 4 04 22 00 Concrete Unit Masonry DIV. 7 07 21 00 Thermal Insulation DIV. 8 08 44 00 Curtain Wall and Glazed Assemblies INSTALLATION INSTRUCTIONS GENERAL: Areas to be protected must be clean and free of oil, loose dirt, rust or scale. Recommended storage temperatures range between 40°F (4°C) and 95°F (35°C). Installation temperature shall be between 400F (40C) and 950F (350C). Although not a requirement, the optimal application temperature range is 60°F (16°C) to 90°F (32°C). When applying product at the lower end of the temperature range, warming the material to 70°F (2i°C) will enhance drying characteristics. Drying time will vary according to prevailing temperature and humidity. Allow to thoroughly dry before exposure to moisture. Consult appropriate manufacturer's drawing for system design requirements. Forming or packing materials are required as an integral part of various system designs. Coating may be applied by airless spray in a single pass up to 3116" (4.8mm) wet coating depth. If applying by brush or spraying on vertical surfaces where coating appears to be prone to slumping, multiple coats or the application of a thin tack coat may be required. DO NOT ATTEMPT TO THIN PRODUCT BY ADDING WATER. When dry, may be painted using most non -solvent based paints. MAINTENANCE Inspection: Installations should be inspected periodically for subsequent damage. Following safety precautions lisled below (See Precautionary information) and pertinent installation guidelines, remove coating in damaged areas down to undamaged material. Reapply fresh coating material to original coating thickness, TECHNICAL SERVICE Specified Technologies Inc. provides loll tree technical support to assist in product selection and appropriate installation design. UL Systems, Material Safety Data Sheets and other technical information is available at the Technical Library at www.stifirestop.com. PRECAUTIONARY INFORMATION Consult Material Safety Data Sheet for additional information on the safe handling and disposal of this material. Wash areas of skin contact with soap and water. Avoid contact with eyes. The use of an OSHA or NIOSH approved mask for dust and mist environment is recommended. Apply in areas with adequate ventilation. AVAILABILITY SpecSeal® Series AS200 Elastomeric Spray is available worldwide from authorized distributors. Consult factory for the names and locations of the nearest sales representatives or distributors., .tilb Technlcal Service 1-800-992-1180 ST1 Product Data Sheet • Series AS200 Elastomeric Spray • FDD -5042.1292 3 STI. www.stifnrestop.com TABLE k APPLICATION EQUIPMENT NOTICE: Spray application of SpecSeal Elasiomeric Spray requires airless spray equipment meeting the following specifications: Working Pressure: Min, 2500 PSI (172 Bar) Delivery: Min..72 U.S. gpm (2.7 Vmin.) recommended Spray Tip Orifice: 0.023"to 0.026" (0.58 to 0.66 mm) recommended Wetted Parts All seals and contact surfaces suitable for contact with latex emulsions. A minimum 318" (9,5 mm) fluid line is required, a 1/2"(13 mm) line is preferred. Consult pump manufacturer for long hose runs or lifts to higher elevations, A reversible spray tip is recommended. A 6` (152 mm) fan pattern is suggested to minimize overspray. The following airless spray equipment has demonstrated suitability for application of this product. STI makes no warranties concerning the suitability or use of this equipment and has no affiliation of any kind with its manufacturer. Manufacturer Titan Tool Inc, Graco Inc. Model Number & Description 740ix Electric Airless Sprayer Ultra Max II 695 Electric Airless Sprayer ORDERING INFORMATION SpecSeal® Elastomeric Spray is available In 5 gal. pails, 55 gal. drums are available on a special order basis. AS205 Pale Blue Color 5 gal. Pail 1,155 cu. in. (19 liters) AS205R Red Color 5 gal. Pail 1,155 cu. in. (19 liters) CRY OF NEW YORK MEA 310-99-M Important Notice: All statements, technical information, and recommendations contained herein are based upon testing believed to be reliable, but the accuracy and completeness thereof is not guaranteed. WARRANTY: Specified Technologies Inc. manufactures its goods in a manner to be free of defects. Should any defect occur in its goods (within ono year), Specified Technologies Inc„ upon prompt notification, will al its option, exchange or repairthe goods or refund the purchase price. Limitations and Exclusions: THIS WARRANTY'S IN LIEU OF ALL OTHER REPRESENTATIONS EXPRESSED OR IMPLIED (INCLUDING THE IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR USE) AND UNDER NO CIRCUMSTANCES SHALL SPECIFIED TECHNOLOGIES INC. BE RESPONSIBLE FOR ANY INCIDENTAL OR CONSEQUENTIAL PROPERTY DAMAGE OR LOSSES. PRIOR TO USE, THE USER SHALL DETERMINE THE SUITABILITY OF THE PRODUCT FOR ITS INTENDED USE, AND THE USER ASSUMES ALL RISKS AND LIABILITY FOR SUBSEQUENT USE. No statement or recommendation not contained herein shall have any force or effect unless in an agreement signed by officers of seller and manufacturer. MADE IN THE USA - COPYRIGHT © 2012 SPECIFIED TECHNOLOGIES INC, Specified Technologies Inc. STI. 210 Evans Way, Somerville NJ 08876 USA* Phone: 800.992.1180 • Fax: 908.526.9623 4 STI Product Data Sheet • Series AS200 Elast Spray • F00-5042 01/2012 Technical Service 1-800-992-1180 www.stitirestop,com STI 1. WININ Curtain Wall insulation FireSpan 9O & FireSpan®40 4- Exceptional performance in Perimeter Fire Containment Systems Provides life saving fire protection in rated assemblies + Fire resistant to temperatures above 2,000°F (1,093°C) 4 Conserves energy, reduces Greenhouse gasses and carbon emissions + High recycled content + Mold resistant + Controls noise and sound lbw THE NAME IN MIWEHALWOOL' Made in the VSA Thermafiber FireSpan®90 & FireSpan°40 Insulations description: THERMAFISER FlreSpan products are designed to provide life saving fire protection In curtain wall and perimeter fire containment systems, These products are noncombustible, moisture -resistant, noncorrosive, nondeteriorating, mildew - proof and vermin -proof. FireSpan 40 & 90 provide thermal insulation, fire protection, acoustical and vapor control in many different fire containment assemblies of 1, 2, and 3 -hr ratings. ��- Product Options: Installation: Standard Sizes: Technical Data: • FlreSpan 40, 2" or greater thickness, is available with a vapor retarding fell facing. • FlreSpan 90, 1" or greater thickness, is available with a vapor retarding foil facing. • Both FtreSpan 40 and 90 are available In dark and regular colored fibers for aesthetic purposes. • Recycled Content Options': Special "Green' Fiber 90% Dark Fiber 84% Standard Fiber (Compileswith EPA Prete ante Program) MMnlmum 7b%6 'Reeyoled content options other than standard mist be epecifed et erne el order. FireSpan products should be mechanically attached to horizontal and vertical mulllons with architect approved insulation fasteners. Reinforce FlreSpan on the outer insulation surface at the sang tine. Typical reinforcement members include hat channels, "L" angles, and "1" bars. Thermafiber's patented Impasse system is designed to cluictdy and easily mechanically attach FireSpen insulation to curtain wall systems. Tested to ASTM E 84 Fire -Containment Tests Per ASTM E 2307 Standards Compliance: Thermanber Insolutions For Further Information: T6sted-to ASTM" C-518 _.-On-faced—-FoifFaceB Product Designation Nominal Density "k" 0769124°C] BTU.in/hr.sq. ft. °F "R" value per inch of thickness'*"` Flame Spread Smoke beveloped Flame Smoke Spread Oevelaped FireSpan 40 4.0pcf 0.24 FlreSpan 90 8.0pof 0.24 'W.. 4.2 `R'= 4,2 0 0 26 0 0 0 25 0 = thickness divided by 'k' FlreSpan insulation Is the Insulation for perimeter fire containment. Thermafiber has performed decades of testing In all of the containment systems listed below. For more complete test Information, see 8A707, THERMAFIBER Life -Safety Fire Containment Systems technical catalog or UL and lntertek (formerly OPL) Directories. Fora full listing of containment systems visit www.thermaf'ibor.com and click on Fire Rated Assemblies. • Aluminum Spandrel Curtain Wall Fire Containment • Steel Stud-Framed/Gypsum Sheathing Curtain Wall Fire Containment • Glass Spandrel Curtain Waal Fire Containment • Granite Spandrel Curtain Wall Fire Containment • Precast Concrete Spandrel FireSpan 40 and 90 meet the following: ASTM C 665 ASTM C 612 ASTM 0 612 ASTM E 136 ASTM E a6 ASTM E 96 ASTM C 1104 ASTM C 356 Type I, 111(Class A, Category i) FlreSpan 40 Type IA, !B, 11, 111, IVA FtreSpan 90 Type IA, 18,11, III, IVA Rated Non-combustible per NFPA Standard 220 Unfaced, 50 Perms as tested Foil Faced, 0.02 Perms as tested Sorption less than 1% by volume Linear Shrinkage <2% ti 1200 F (650 C) ICC ES Report ER -2331 curtain wall products are approved by: New York City Board of Standards & Appeals - (under BSA 214.7S -SM & accepted by MEA -209-82, Vd. Il). Also, MBA -1 89-93-M and MEA -100-03-M. 8 Thermaflbar offers industry leading technical and engineering assistance to architects, specifiers, and contractors. These F; services include CAD drawings, engineering judgments, L EM Credit Information, and product recommendations. Contact bur technical services department at 1-888-834.2371, or email technlcalservices@thetmafiber.cam. For additional Information about these or other Thermafiber products contact us at 1-888-834-2371 or visit our website www.thermafiber.com. 8 THERMAFIBER, rnc. shell not be gable fcr hcidsntal and consequential damages, dotcity or Indirectly sustained, nor for any loss caused by application of Notice: these goods not in accordance with carol printed Instructions or for other then the intended use. THERMAFISan Rab'ft y is axprssefyamted to replacement of defective goods. Any than strew be deemed Waived unless made In writing within thirty (30) days from date It was Or reasonably should have been discovered, Submittal Approvals: Job Name iher Contractor Date 3711 MITI Street 1 Wabash, IN 46992 + 888-TFIBER1 1834-237111 [260] 583-2111 f www.thermafiber.com Thickness* Widths'* Lengths" FireSpan 40 2"- 7" 24" 36", 72" 48", 60", 72" 48", 60', 72' FireSpan 90 1 7" 24", 36", 72" Tolerances +1/4', - 1/8" ± 1/8" j representative for custom sue options +3/4' - 1/4' `Thicknesses are available in 1 /2" increments. "Consult safes Tested to ASTM E 84 Fire -Containment Tests Per ASTM E 2307 Standards Compliance: Thermanber Insolutions For Further Information: T6sted-to ASTM" C-518 _.-On-faced—-FoifFaceB Product Designation Nominal Density "k" 0769124°C] BTU.in/hr.sq. ft. °F "R" value per inch of thickness'*"` Flame Spread Smoke beveloped Flame Smoke Spread Oevelaped FireSpan 40 4.0pcf 0.24 FlreSpan 90 8.0pof 0.24 'W.. 4.2 `R'= 4,2 0 0 26 0 0 0 25 0 = thickness divided by 'k' FlreSpan insulation Is the Insulation for perimeter fire containment. Thermafiber has performed decades of testing In all of the containment systems listed below. For more complete test Information, see 8A707, THERMAFIBER Life -Safety Fire Containment Systems technical catalog or UL and lntertek (formerly OPL) Directories. Fora full listing of containment systems visit www.thermaf'ibor.com and click on Fire Rated Assemblies. • Aluminum Spandrel Curtain Wall Fire Containment • Steel Stud-Framed/Gypsum Sheathing Curtain Wall Fire Containment • Glass Spandrel Curtain Waal Fire Containment • Granite Spandrel Curtain Wall Fire Containment • Precast Concrete Spandrel FireSpan 40 and 90 meet the following: ASTM C 665 ASTM C 612 ASTM 0 612 ASTM E 136 ASTM E a6 ASTM E 96 ASTM C 1104 ASTM C 356 Type I, 111(Class A, Category i) FlreSpan 40 Type IA, !B, 11, 111, IVA FtreSpan 90 Type IA, 18,11, III, IVA Rated Non-combustible per NFPA Standard 220 Unfaced, 50 Perms as tested Foil Faced, 0.02 Perms as tested Sorption less than 1% by volume Linear Shrinkage <2% ti 1200 F (650 C) ICC ES Report ER -2331 curtain wall products are approved by: New York City Board of Standards & Appeals - (under BSA 214.7S -SM & accepted by MEA -209-82, Vd. Il). Also, MBA -1 89-93-M and MEA -100-03-M. 8 Thermaflbar offers industry leading technical and engineering assistance to architects, specifiers, and contractors. These F; services include CAD drawings, engineering judgments, L EM Credit Information, and product recommendations. Contact bur technical services department at 1-888-834.2371, or email technlcalservices@thetmafiber.cam. For additional Information about these or other Thermafiber products contact us at 1-888-834-2371 or visit our website www.thermafiber.com. 8 THERMAFIBER, rnc. shell not be gable fcr hcidsntal and consequential damages, dotcity or Indirectly sustained, nor for any loss caused by application of Notice: these goods not in accordance with carol printed Instructions or for other then the intended use. THERMAFISan Rab'ft y is axprssefyamted to replacement of defective goods. Any than strew be deemed Waived unless made In writing within thirty (30) days from date It was Or reasonably should have been discovered, Submittal Approvals: Job Name iher Contractor Date 3711 MITI Street 1 Wabash, IN 46992 + 888-TFIBER1 1834-237111 [260] 583-2111 f www.thermafiber.com -AIA Document G709T" - 2001 Work Changes Proposal Request PROJECT (Name and address): Battlement Mesa - MOB Spencer & Seppelle Drive Battelment Mesa, CO 81636 OWNER (Name and address): Grand River Hospital District 501 Airport Road Rifle, Colorado 81650 FROM ARCHITECT (Name and address): Davis Partnership Architects 2301 Blake Street, Suite 100 Denver, CO 80205 TO CONTRACTOR (Name and address): FCI Constructors PO Box 1767 Grand Junction, CO 81502 PROPOSAL REQUEST NUMBER: 007 DATE OF ISSUANCE: November 15, 2013 CONTRACT FOR: General Construction CONTRACT DATE: January 24, 2013 ARCHITECT'S PROJECT NUMBER: 12415.00 OWNER: El ARCHITECT: CONSULTANT: IZ CONTRACTOR: FIELD: ❑ FILE: El Please submit an itemized proposal for changes in the Contract Sum and Contract Time for proposed modifications to the Contract Documents described herein. Within Ten (10) days, the Contractor must submit this proposal or notify the Architect, in writing, of the date on which proposal submission is anticipated. THIS IS NOTA CHANGE ORDER, A CONSTRUCTION CHANGE DIRECTIVE OR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED IN THE PROPOSED MODIFICATIONS. DESCRIPTION (Insert a written description of the Work): Updates to window type 2C located in Conference Room 2163. Per state review of building, glazing is required to be 1 -hour fire rated in lieu of proposed water curtain. 1 -hour fire and safety rated glazing and frame is to be provided for type 2C windows. Glass type to be Firelite NT or equal. ATTACHMENTS (List attached documents that support description): Ax108-1, Gx201-2 REQUESTED BY THE ARCHITECT: (Signature) Darren Lagin, Project Architect (Printed name and title) AIA Document G709" —2001. Copyright 1993 and 2001 by The American Institute of Architects. M rights reserved. WARNING: This AIA® Document Is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIAe Document, or any portion of it, may result in severe civil and criminal penalties. and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software et 14:17:67 on 11115/2013 under Order No.5155428947_1 which expires on 03/01/2014, and is not for resale. User Notes: (2003200071) mown ■. U.. whh■m ofigiess DAVIS PARTNERSHIP ARCHITECTS END OF PR #7 GRHD — BATTLEMENT MESA MEDICAL OFFICE BUILDING CONSTRUCTION DOCUMENTS — PROPOSAL REQUEST #7 GRAND RIVER HOSPITAL DISTRICT 501 AIRPORT ROAD RIFLE, COLORADO 81650 - PROPOSAL REQUEST #7 - DATED: November 15, 2013 ARCHITECT'S PROJECT NO.: 12415.0 DATE PROPOSAL REQUEST #7 ISSUED: November 15, 2013 This proposal request documents updates to interior window type 2C. Per State review of building, windows between Conference Room 2163 and Stair 1146 are to be 1 -hour rated in lieu of proposed water curtain. ARCHITECTURAL ITEMS Drawing Revisions: Gx201-2 Revision: Added note to indicate 1 hour fire rated glazing to be provided at Windows between Conference Room 2163 and Stair 1146. Ax108-1 Revision: Interior window type 2C updated to indicate glass and framing is to be 1 hour fire rated and safety rated. Product to be provided is Firelite NT or equal. Conference Room type 2C Windows 1 -hour fire and safety rated glass. Re: A- 108 for interior windows. Sprayed fire resistive material on ructural members above. 1 hour rated gypsum board assembly Basis -of -Design GA File No. CM 1451 Water Curtain at Window 1 hour rated gypsum boaro Basis -of -Design GA File Ni Irl Cotuerence Roo' Per section 303. room would be c 0 PR #7 •I,• '�--• — • LEVEL 2 LIFE SAFETY PLAN t G-201 / going 1111,111m DAVIS 2011..10 PARTNERSHIP w■■E� AiCHITECTS M..1. 1/16" = 11-011 Project Title GRHD Battlement Mesa MOB DPA Project: 12415.00 Reference: G x20 1 -2 I m.9., m« s,n,no a,.. � ISSUE I REVISION DATE NO. Sheet Title: PR #7 Sheet Number: r,211,41.anZEL LAT .1,1101....arth 016.32 L CyI120, -Wv15 CAO.., P.C. 11.1 11 ■. • i. DAV I S Molina PARTNERSHIP ■ ■ ■ � INzcHIrctrs �A■■■ - ETCHED GLASS 20 A-814 FIXED 1 -HOUR FIRE RATED GLASS AND FRAMING. SAFETY RATED GLASS. FIRELITE NT OR EQUAL to Cr) INTERIOR WINDOW TYPES 114" = 1'-0" Project Tine. GRHD Battlement Mesa MOB DPA Project: 12415.00 Sheet Number: Reference: 1 08-1 ISSUE / REVISION DATE NO. w, Ia o Ea.e. m. an Sheet Title, PR #7 mFTRR'M. 2011.1.13 PARINERSV CG BASIS OF DESIGN PRODUCT FOR WINDOW TYPE 2C GLAZING TOP FIRE RATED one source. many solutions BIM >D MODE_.,, FI _ q„ FED I 1.0=igia FireLiteNT RF_ Pr<Sl':- SS' E TF51ED � FIRE -RATED, SAFETY -RATED GLASS CERAMIC MADE WITH SURFACE APPLIED FILM FireLite® NT is a 3116" thick fire -rated and impact safety -rated glazing material, composed of FireLite and surface -applied fire - rated film. It is listed far use in doors, sidelites, transoms and borrowed lites with fire rating requirements ranging from 20 minutes to 3 hours. Trusted for over 20 years, the FireLite family of products now feature ultraHD® Technology for superior color and surface quality. FEATURES • Now with ultraHD® Technology for improved surface quality, clarity and color • As a Premium Grade product, both surfaces are polished to minimize distortion and provide superior surface quality • Fire -rated for up to 3 hours with required hose stream test • Impact safety-rated—meets ANSI Z97.1 and CPSC 16 CFR1201 (Cat. I and II) • Glass ceramic with high performance surface -applied approved fire -rated film • Clear and wireless • Fits in Designer Series Fireframes® from TGP, or standard fire -rated frames • Withstands thermal shock • Large sizes available • Protects from fire and safety on both sides of glass • FireLite side may be lightly sandblasted or etched without affecting the fire rating • Passes positive pressure test standards UL 10C, UBC 7-2 and UBC 7-4 • 3 -year limited warranty HD® TECHNOLOGY Note: This product is not a barrier to radiant heat, as it does not meet test standards ASTM E-119 or UL 263. If your jurisdiction requires a "barrier to heat" product, please contact Technical Glass Products regarding Pilkington Pyrostop®. LISTINGS Listed and labeled by Underwriters Laboratories, Inc.® and Underwriters Laboratories of Canada. File number for labeled fire -rated assemblies is R13377. Tested in accordance with UL 9, UL 10B, UL 10C, ASTM E2074, ASTM E2010, CSFM 43.7, NFPA 80, NFPA 252, NFPA 257, TIBC 43.2, UBC 43.4, UBC 7-2, UBC 7-4, CAN4 5-104, CAN4 S-106. Approved for use in New York City: MEA 290-90-M-6. Approved for use in Los Angeles: LARR 25798. GENERAL CHARACTERISTICS THICKNESS: 3/16" overall WEIGHT: 2.4 Ib/ft2 APPROX. VISIBLE TRANSMISSION: 88% APPROX. VISIBLE REFLECTION: 9% HARDNESS (VICKER'S SCALE): 700 FIRE RATING: 20 minutes to 3 hours IMPACT SAFETY RATING: Meets ANSI Z97.1 and CPSC 16CFR1201 {Cat. I and II) STC RATING: 35dB TOP TECHNICAL _ CLASS PRODUCTS' fireglass conn 800.L+26.0279 BASIS OF DESIGN PRODUCT FOR WINDOW TYPE 2C GLAZING RATING ASSEMBLY MAX. EXPOSED AREA MAX. WIDTH OF EXPOSEDOR GLAZING MAX. HEIGHT OF EXPOSED GLAZING • DOORS (non-temprise) 3,204 in2/ 22.25 W 36' 89" 20 f0 60 min. 000RS (temp rise) 100 int / 0.69 fe 12" 33" OTHER THAN BOORS 3,325 in'/ 23.09 ft' 95" 95' DOORS (non -temp rise) 2,034 in'/ 14.13 ft' 36" 56.1/2" 90 min. DOORS (temp rise) 100 in' 10.89 N' 12" 33" OTHER THAN DOORS 2,627 in,/ 18.241t' 56-1/2" 56-1/2' 3 hour DOORS IOD hi' /0.69R' 12" 33" Check with frame manufacturer for maximum tested glass sires and required stop height. Note: Individual lite sizes cannot exceed "Max. Exposed Area" shown above. SURFACE FINISH MAX. SHEET SIZE Premium 48" x 96" Standard Ohscure 48" x 96" 36" x 96" Detail based on use of Frreirames Designer Series narrow profile framing SPECIFICATIONS Glaring Thickness:3/18"-1' All glass designated on the drawings as fire -rated and impact safety -rated shall be 3/16" thick Firelite® NT supplied by Technical Glass Products. The surface condition shall be either: Premium Grade; Standard Grade; or Obscure (patterned surface). Complete 3 -part CSI format specifications are available online at firegiass.com, or by calling 800.426.0279, Please contact Technical Glass Products for more information. LABELING Each piece of FireLite NT shall be permanently labeled with the Firelite NT logo, UL logo and fire rating. INSTALLATION FireLito NT shall be glazed into the appropriate fire -rated framing with an approved glazing compound (pure silicone, closed cell PVC tape or DAP 33 putty) as supplied by the installer. For 90 minute ratings that exceed 1,393 in', FireLite NT shall be glazed with fire -rated glazing tape as supplied by TGP. Inspect each piece of FireLite NT immediately before installation and eliminate any with observable edge damage or face imperfections. As with any glass produced by the "roil out" method, individual pieces of Firelite NT may contain minimal variations in thickness. Occasionally, process marks and small occlusions or seeds (bubbles, knots or crystals) may be apparent. However, since they do not generally impair the transparency or affect the technical performance of the glass, they do not represent cause for rejection. STORAGE & HANDLING FireLite NT must be handled with care during transportation, storage, inspection and installation. Store in a dry place. FAMILY OF PRODUCTS TGP offers a complete family of products for all your fire -rated glazing needs, ranging from 20 minute to 3 hour applications, More information is available online at fireglass.com, or by calling 800.426.0279. a. Frame width: 2' h. Frame height: 2-3/4' c. Stop height: 314" 4. Packet width: l/2' — 1-1/4" e. Edge clearance: l/4' 1. Rite: 1/2' TGP TECHNICAL CLASS PRODUCTS' f regidss_corn 800 .426 .0279