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23B-046 (66) February 20, 2006 COOLEY DICKINSON HOSPITAL -__ ____SURGERY/BEDS EXPANSION_PHASE__1 30 LOCUST STREET, NORTHAMPTON, MA 01061 PACKAGE `E' FIRE PROTECTION SYSTEM NARRATIVE REPORT Authority Having Jurisdiction as to the method of remedial action that should be taken. 2) Documentation will be submitted as required by 780 CMR, Section 903.4 . 3) Documentation submitted to the Authority Having Jurisdiction will list names, addresses, and telephone numbers of personnel for emergency notification. Page 17 February 20, 2006 COOLEY DICKINSON HOSPITAL _ _SURG_ERY/BE DS EXPANSION PHASE _ 30 LOCUST STREET, NORTHAMPTON, MA 01061 PACKAGE `E' FIRE PROTECTION SYSTEM NARRATIVE REPORT 1) The requirement for on-site equipment at the time of witnessing the operational features of the fire protection systems that require validation from the Authority Having Jurisdiction will be a coordination item between the Construction Manager, electrical sub-contractor, and fire alarm system vendors. The equipment may include but not be limited to the following: a) Manufacturer' s instructions. b) Specifier' s special instructions. c) Approved Narrative Report, sequence of operation section. d) Smoke machines. e) Smoke candles. f) Sound meters. g) Fire hoses, nozzles. h) Flow measuring devices . i) Gauges. j) Voltage meters. k) Magnets. 1) Communications radios . m) Fire department equipment. n) Special tools. o) Notification announcements. SECTION 3 - Approval Requirements 1) Written approval will be obtained from the Authority Having Jurisdiction if system satisfies all operational code compliance requirements. a) If a system, or portion of a system, fails to operate satisfactorily, written direction will be obtained from the Page 16 February 20, 2006 COOLEY DICKINSON HOSPITAL __ ---SU�ZG�RY/_BEDS -EXPAN.SIQN PRASE 1------ --_-- - ------- - - ------------ -_.----------- _ 30 LOCUST STREET, NORTHAMPTON, MA 01061 PACKAGE `E' FIRE PROTECTION SYSTEM NARRATIVE REPORT 2) The Hospital' s insurance representative will be notified in order to witness the fire pump Acceptance Testing and any other fire protection system testing. 3) A qualified testing and inspecting agency will be engaged to perform the following field tests and inspections and prepare test reports. Acceptance testing consists of 100% testing of entire campus and will include each initiation device, notification device, water flow and tamper, fire pump, operation of each controlled system and each annunciation and reporting device. a) Before requesting final approval of the installation, a written statement will be submitted using the form for Record of Completion shown in NFPA 72. b) Each electrical test and visual and mechanical inspection will be performed as listed in NFPA 72. Compliance will be certified with test parameters. All tests will be conducted under the direct supervision of a NICET technician certified under the Fire Alarm Systems program at Level III . • The existing system will be included in tests and inspections. c) A visual inspection will be conducted before any testing. As-built drawings and system documentation will be used for the inspection. All signage and labeling shall be complete before testing commences. Improperly located, damaged, or nonfunctional equipment will be identified and corrected before beginning tests. d) The testing procedure will be followed and results recorded in compliance with requirements in NFPA 72. • Detectors that are outside their marked sensitivity range will be replaced. e) Test and inspection records will be prepared according to NFPA 72, including demonstration of sequences of operation by using the matrix-style form in Appendix A in NFPA 70. SECTION 2 - Equipment and Tools Page 15 February 20, 2006 COOLEY DICKINSON HOSPITAL 30 LOCUST STREET, NORTHAMPTON, MA 01061 PACKAGE `E' FIRE PROTECTION SYSTEM NARRATIVE REPORT • Open circuits, shorts, and grounds, of wiring for initiating device, signaling line, and notification-appliance circuits. • Opening, tampering, or removal of alarm-initiating and supervisory signal-initiating devices. • Loss of primary power at the FACP. The FACP shall indicate when the fire alarm system is operating on an alternate power supply. • Ground or a single break in FACP internal circuits. • Abnormal ac voltage at the FACP. • A break in standby battery circuitry. • Failure of battery charging. • Abnormal position of any switch at the FACP or annunciator. • Fire-pump power failure, including a dead-phase or phase-reversal condition. 1) Recording of Events: Print a record of all alarm, supervisory, and trouble events on the system printer. Printouts are by zone, device, and function. When the FACP receives a signal, the alarm, supervisory, and trouble conditions are printed. The printout includes the type of signal (alarm, supervisory, or trouble) the zone identification, date, and the time of the occurrence. The printout differentiates alarm signals from all other printed indications. When the system is reset, this event is also printed, including the same information for device, location, date, and time. A command initiates the printout of a list of existing alarm, supervisory, and trouble conditions in the system. III . TESTING CRITERIA SECTION 1 - Testing Criteria 1) A factory-authorized service representative will be engaged to inspect field-assembled components and equipment installation, including connections and to assist in field testing. Results will be reported in writing. Page 14 February 20, 2006 COOLEY DICKINSON HOSPITAL SURGERY_/BEDS EXPANS_LOSI--PHAS& 7 _— -- ---- ------- 30 LOCUST STREET, NORTHAMPTON, MA 01061 PACKAGE `E' FIRE PROTECTION SYSTEM NARRATIVE REPORT First Floor as their primary discharge floor while the Ground Floor will be the secondary discharge floor. g) Transmission to Remote Central Station: The hospital will continue to automatically report alarm, supervisory, and trouble signals to a remote central station service using the Silent Knight Digital Dialer. This dialer is set to send an alarm for each of buildings: West Building, North Building, MCCullum Building, and the Boiler Plant. h) Silencing at the FACP: Switches provide capability for acknowledgment of alarm, supervisory, trouble, and other specified signals at the FACP; and capability to silence the local audible signal and light a light- emitting diode (LED) . Subsequent zone alarms cause the audible signal to sound again until silenced by switch operation. Restoring alarm, supervisory, and trouble conditions to normal extinguishes the associated LED and causes the audible signal to sound again until restoration is acknowledged by switch operation. i) After an alarm has activated all of the indicating � F ? devices in the North and West Buildings, the audible devices automatically silence after 10 minutes. The strobes continue to flash until the system is reset. Also manual signal silence of the system can not happen until the alarm has been activated for 1 minute. j ) Supervisory signal initiation will be by one or more of the following devices or actions: • Operation of a fire-protection system valve tamper. • Operation of fire pump or jockey pump. k) System trouble signals and supervisory signals shall sound a trouble signal at the building FACP and all remote annunciator. The following devices or actions shall initiate system trouble signal: Page 13 February 20, 2006 COOLEY DICKINSON HOSPITAL SURGERY/BEDS_EXPANSION PHASE 1 30 LOCUST STREET, NORTHAMPTON, MA 01061 PACKAGE `E' FIRE PROTECTION SYSTEM NARRATIVE REPORT manual operation sequence throughout the entire campus. swl(k • Transmit a signal to all fire shutters within zone where the alarm was initiated. nfit Wuc DoeQf • Unlock all electric door locks in designated egress paths throughout t 0- ' V I-- • Release all fire and smoke doors held open by magnetic door holders throughout the entire campus. • Activate voice/alarm communication system within the West and North Buildings. Temporal tone pattern will sound and visual alarms will flash • Existing West Building HVAC Sequencing: - Any smoke detector, heat detector, manual pull station, or water flow will initiate shutdown sequence to the supply and return fans serving the zone where alarm was initiated. - Close smoke dampers in air ducts of system serving zone where alarm was initiated. • New North Building HVAC Sequencing: - Any area smoke detector, heat detector, pull station, or water flow will initiate smoke dampers to close in air ducts serving zone where alarm was initiated. Any duct smoke detector will initiate fan shutdown sequence to supply and return fans serving zone where alarm is initiated. All smoke dampers will close in air ducts serving zone where alarm was initiated if not closed already. • Record events in the system memory. • Record events by the system printer. f) In addition to the actions listed above in Paragraph e) , fire alarm signal from a smoke detector located in any elevator lobby, hoistway, or machine room will also initiate elevator recall sequence for fire fighter' s service. Per Emergency Moratorium to 780 CMR 904 . 1, no fire alarm device will be required or allowed to automatically disconnect main line power to an elevator. West Wing and Project 2000 Elevators have the Ground Floor as their primary discharge floor and the First floor as their secondary discharge floor. The North Building elevators will have the Page 12 February 20, 2006 COOLEY DICKINSON HOSPITAL SURGERY/BEDS EXPANSION 1_____ _ 30 LOCUST STREET, NORTHAMPTON, MA 01061 PACKAGE `E' FIRE PROTECTION SYSTEM NARRATIVE REPORT b) Priority of Signals: Accomplish automatic response functions by the first zone initiated. Alarm functions resulting from initiations by the first zone are not altered by subsequent alarms . The highest priority is an alarm signal. Supervisory and trouble signals have second- and third-level priority. Higher-priority signals take precedence over signals of lower priority, even though the lower-priority condition occurred first . Annunciate all alarm signals regardless of priority or order received. c) Noniterfering: Zone, power, wire, and supervise the system so a signal on one zone does not prevent the receipt of signals from any other zone. All zones are manually resettable from the FACP after the initiating device or devices are restored to normal. Systems that require battery back-up for the programming function are unacceptable. d) Alarm signal initiation will be by one or more of the following devices: • Manual Stations . • Heat detectors . • Smoke detectors . • Verified automatic alarm operation of smoke detectors. • Automatic sprinkler system water flow. • Fire Standpipe System water flow • Main water flow e) FACP Response: The manual or automatic operation of an alarm-initiating or supervisory-operating device shall cause the FACP (s) to transmit the appropriate signal including the following: • Alarm notification appliances throughout the entire campus shall operate continuously. • Identify alarm at the FACP where the incident has occurred and at all remote annunciators. • Transmit a signal to all automatic doors with ties into the fire alarm system in order to initiate Page 11 February 20, 2006 COOLEY DICKINSON HOSPITAL ____ __SURGERY/BEDS 30 LOCUST STREET, NORTHAMPTON, MA 01061 PACKAGE `E' FIRE PROTECTION SYSTEM NARRATIVE REPORT intervals suggested, and documented as indicated within NFPA 25. d) The fire pump system will be inspected, tested, and maintained in accordance with NFPA 20, Chapter 14 "Acceptance Testing, Performance, and Maintenance along with additional procedures required by the Authority Having Jurisdiction and the hospital' s insurance representative. All inspections, tests, and maintenance will be performed at intervals suggested, and documented as indicated within NFPA 20, Chapter 14 . SECTION 6 - Special Consideration and Description 1) Application of "Performance-Base Design" in Lieu of Prescriptive Code Requirement: a) N/A. 2) Interpretation/Clarification Between Designer and Authority Having Jurisdiction: a) N/A 3) Waiver or Variance Sought Through the Regulatory Appeal Process: a) N/A. II . SEQUENCE OF OPERATION SECTION 1 - Operational Description 1) Include the following system functions and operating features plus those additional functions and features required by the authorities having jurisdiction: a) Alphanumeric Display and System Controls: Arranged for interface between human operator at the FACP and addressable system components including annunciation and supervision. Each FACP will display alarm, supervisory, and component status messages for only the building (s) they serve as well as the programming and control menu. All annunciator panels will display information for both West and North Buildings Page 10 February 20, 2006 COOLEY DICKINSON HOSPITAL SURGEW_BEDS EXPANSION PHASE 1 30 LOCUST STREET, NORTHAMPTON, MA 01061 PACKAGE `E' FIRE PROTECTION SYSTEM NARRATIVE REPORT instructed to never pass through fire doors during a Code Red unless they are on the Fire Response Team or responding to a medical emergency. E = Evacuate when instructed. Follow evacuation plan specific for each area and as listed above. Upon completion of upgrades to the existing and new fire alarm system, the facility will review and amend the emergency response plan based upon the capabilities and features available with the completed system. 3) Safeguards, Fire Prevention and Emergency Procedures During New Construction and Impairment Plans Associated with Existing System modifications: a) Appropriate Cooley Dickinson Hospital personnel will be made aware of areas under construction in close coordination with the Construction Manager. b) Impairment plans will be implemented as required by the authority having jurisdiction for the duration of the period that the fire protection system is impaired. 4) Method for Future Testing and Maintenance of Systems and Documentation: a) The Construction Manager will facilitate the requirement for as-built drawings and maintenance manuals as outlined in TRO specifications. b) The fire alarm system will be inspected, tested, and maintained in accordance with NFPA 72, Chapter 10 "Inspection, Testing, and Maintenance," along with additional procedures required by the Authority Having Jurisdiction. All inspections, tests, and maintenance will be performed at intervals suggested, and documented as indicated within NFPA 72, Chapter 10. c) The sprinkler system will be inspected, tested, and maintained in accordance with NFPA 25, "Standards for Inspection, Testing, and Maintenance of Water Based Fire Protection Systems" along with additional procedures required by the Authority Having Jurisdiction. All inspections, tests, and maintenance will be performed at Page 9 February 20, 2006 COOLEY DICKINSON HOSPITAL ,_S_iLR_G RXJ E.DS EXPANSION PHASE_l 30 LOCUST STREET, NORTHAMPTON, MA 01061 - PACKAGE FIRE PROTECTION SYSTEM NARRATIVE REPORT • Know the plan for your area for evacuating patients, staff, and visitors. • Locate the evacuation map in your area. Know 2 routes of escape. • Evacuation begins with the area between the smoke doors where the fire is located. • Patients are evacuated from the fire area horizontally to another section between smoke doors on the same floor. • The second stage of evacuation, if needed is to evacuate patients to a safe area on another floor, vertically. • The last resort of evacuation in a multistoried hospital is to evacuate out of the hospital. • Subsequent evacuation directions will be issued by the fire department via the live voice digital voice system at the incident command center if deemed necessary. • Order of Evacuation #1. Patients Nearest the fire #2. Ambulatory patients #3. Non-ambulatory patients . 2) Emergency Response Personnel, Site and Systems Features: a) The hospital adheres to the R.A.C. E. Fire Response Plan: R = Rescue patients immediately from fire or smoke area. A = Activate the Alarm then call operator at 44 and give exact location of the fire or smoke area. The operator will announce "CODE RED" three times over the paging system and describe the exact location of the fire. Members of the Fire Response Team will then report to the location of the fire with a fire extinguisher. C = Contain the smoke or fire by closing all doors to rooms and corridors. Use a fire extinguisher. Staff has been Page 8 February 20, 2006 COOLEY DICKINSON HOSPITAL ---_ SURGERY-/_BE-DS—EX.PAN-SLON PHASE 1 ----- ------ --- --- - 30 LOCUST STREET, NORTHAMPTON, MA 01061 PACKAGE `E' FIRE PROTECTION SYSTEM NARRATIVE REPORT 4) Automatic fire extinguishing systems: N/A. 5) Smoke control/management systems: N/A. 6) Kitchen cooking equipment and exhaust systems: N/A. 7) Emergency power equipment: Three interconnected generators supply three types of transfer switches (life safety branch, critical branch and equipment system) . Additional transfer switches are provided for the fire pump and elevators. a) Three sources of power are provided for the fire alarm and communication system. The primary power supply is from the electric utility service via a dedicated branch circuit of the life safety branch. The secondary power supply is the life safety branch of the emergency power system. The third power supply is from a storage battery system dedicated for the fire alarm system and located within the fire alarm control panel. b) The electric fire pump is fed from its own transfer switch fed from both primary and secondary power. c) All elevators are also fed from both the primary and secondary power sources through their own dedicated elevator transfer switch. 8) Hazardous material monitoring equipment: N/A. SECTION 5 - Features Used in the Design Methodology 1) Building Occupant Notification and Evacuation Procedures: a) Building occupants will be notified of a fire event via public mode audio/visual alarm units automatically activated as detailed in Article II of this report. The new audio signals will be of the speaker type. All new notification appliances will comply with 780 CMR, NFPA 72, and Local, State, and National accessibility codes. b) Evacuation procedures will be in accordance with NFPA 72 and the facility' s established evacuation plan. Evacuation will only occur when necessary after the other R.A.C.E Fire Response steps have been carried out. Page 7 February 20, 2006 COOLEY DICKINSON HOSPITAL _ SURGERY BEDS EXPANSION PHASE 30 LOCUST STREET, NORTHAMPTON, MA 01061 PACKAGE `E' FIRE PROTECTION SYSTEM NARRATIVE REPORT The Surgery/Beds Expansion Project (North Building) consists of installing a separate Notifier 3030 fire alarm control panel within the North Building. This new Surgery/Beds Expansion fire alarm control panel will serve to control the fire alarm system for the North Building. The North Building' s fire alarm system will be fully networked with the fire alarm head-end panel at the incident command center. A network annunciator installed within the lobby of the North Building will display all alarms and troubles that come from all buildings on the campus. Both the North Building and West Building Notifier 3030 panels will serve as the fire alarm control panels for their respective building. However, the panels will be networked together and function as one system. The North Building fire alarm system has been configured and set up to accommodate future high rise building requirements including a voice/alarm signaling system, two-way fire fighter telephones installed in every elevator, elevator lobby and enclosed exit stairway, and smoke detectors in each mechanical equipment, electrical, transformer, telephone equipment, , elevator machine; or similar room. If the building is expanded to a future high rise, additional modifications to the incident command center described above will need to be addressed at that time to conform to the "Fire Command Station" requirements as stated in the Massachusetts State Building Code, 780 .CMR section 403.7 . The North Building' s fire alarm system will include all new wiring in accordance with NFPA 72 requirements for zoned evacuation. Audible devices are installed as required to achieve sufficient audibility in all areas . Visual devices have been installed in common areas, within 15 feet from the end of each corridor with no more than 100 feet of separation between devices, within each large storage and mechanical room and in each bathroom. Pull stations have been located within 5 feet of the entrance to each exit and near each fire extinguisher. General corridor and room smoke detection is not provided. Smoke detection is provided as required for future treatment as a high rise building. Smoke detectors, heat detectors and other addressable control circuits for operation of mechanical equipment, elevator, and door release functions have been installed per SECTION 2 Applicable Laws, Regulations and Standards. Water flow indicators and tamper switches have been zoned by floor and fire pump alarms are provided. Page 6 February 20, 2006 COOLEY DICKINSON HOSPITAL URGERY/BEDS EXPANSION_PHASE 1 30 LOCUST STREET, NORTHAMPTON, MA 01061 PACKAGE `E' FIRE PROTECTION SYSTEM NARRATIVE REPORT flow supply characteristics to provide a fully compliant fire suppression system. The fire pump motor shall be U.L. approved and listed for fire protection and shall be located within a 2-hr rated room with exterior access. A jockey pump will be installed to maintain the system pressure and will be located within the fire pump room. Each pump will have its own controller and individual pressure sensing lines to monitor the water pressure in the fire protection system. 3) Fire alarm systems and components: The hospital alarm and notification system is arranged to have a single incident command center, located in the existing West Building emergency department. As a project running concurrently but separate from the Surgery/Beds Expansion, the Hospital is installing a Notifier 3030 fire alarm master control panel within the existing hospital to serve as the new head-end for the entire campus. This project will also install a new Notifier First Vision Graphics Display with a touch screen in accordance with Northampton Fire Department requirements. In addition to the graphical display screen a Notifier NCA2 Network Annunciator, a Notifier DVC Digital Voice Command Center and a 24 point Remote Control Annunciator will be installed at the incident command center. First responders from the fire department will report to this incident command center first, monitor displays/annunciators and direct other fire department personnel and building occupants accordingly from this location. Annunciators in the incident command center will display all alarms and troubles that come from both the existing West Building as well as the new North Building. The incident command center will also house the Digital Voice Command Center where automatic audible alarm signals can be overridden by live voice instructions. One paging microphone will be located in this area and will have provisions to issue live voice instructions to the West and North Buildings individually as well as the entire campus as a whole. A fire Fighters Telephone linked to the fire fighters telephone system in the North Building will also be located in the incident command center. This phone can be used to communicate with any of the fire fighter' s telephones located in the North Building. An annunciator will also display the location of any North Building Telephone that is lifted from its cradle. Page 5 February 20, 2006 COOLEY DICKINSON HOSPITAL _SURGERY/BEDS EXPANSION PHASE 30 LOCUST STREET, NORTHAMPTON, MA 01061 PACKAGE `E' FIRE PROTECTION SYSTEM NARRATIVE REPORT b) Automatic sprinkler systems and components: The proposed building will be protected throughout with an automatic sprinkler system. All supplemental equipment and accessories will be provided to ensure a fully functional sprinkler system. The maximum protection area will be 225 sq. ft. for Light Hazard and 130 sq. ft. for Ordinary Hazard (Group 1 & 2) . Sprinkler heads will be quick- response type with 1/2-inch orifice, and rated for 165 F° in public and private areas and rated for 212 F° in mechanical spaces. c) Standpipe systems will be provided throughout the Building to provide a Class I system utilizing 2-1/2-inch fire department valves within 2-hour fire rated stairwells. Class III hose stations with 2-1/2-inch hose connections in locations to provide complete coverage of the Building at intervals over 200 feet of travel distance from required exits. The building requires one combination standpipe supply riser based on the floor area limitations. One 6- inch combination standpipe riser commencing at the fire pump room will be in egress stairwell. Additional 4-inch standpipe risers will be installed in additional egress stairwell. Standpipe systems will be hydraulically designed to provide a residual pressure of 100 psi at the most remote 2-1/2-inch hose connection outlet. d) Fire department siamese connections, standpipe riser, hose valve connection, and floor control station will be located in accordance with NFPA and local authorities. Site access arrangement for emergency vehicles will be from Locust Street. e) All supplemental equipment and accessories will be provided to ensure a fully functional sprinkler system. The maximum protection area will be based on 225-sq. ft. for Light Hazard. Sprinkler heads will be quick-response type with 1/2-inch orifice, and rated for 165 F° in public and private areas and rated for 212 F° in high heat areas. Sprinkler piping will be sized by hydraulic calculation based on available water pressure and flow test data. f) The proposed 750 GPM/82 PSI split case electric fire pump will be located in the ground floor level pump room. The automatic, fire pump, booster system will enhance the available water supply to accommodate the required water Page 4 February 20, 2006 COOLEY DICKINSON HOSPITAL SURGERY/BEDS EXPANSION PHASE 1 30 LOCUST STREET, NORTHAMPTON, MA 01061 PACKAGE `E' FIRE PROTECTION SYSTEM NARRATIVE REPORT 2) Professional Electrical Engineer of Record a) Paul D. Konz, PE Electrical Department Manager The Ritchie Organization Electrical License No. 37476 SECTION 4 - Fire Protection Systems to be Installed 1) West Building renovated Automatic sprinkler systems and components: a) All renovated areas of the project will be fully sprinklered 100°% throughout existing, space[s] . The existing fire protection system will be modified to accommodate the new ceiling installation. Sprinklers will be installed center of tile with branch lines connecting to existing feed mains. The renovated sprinkler system design will be based on Light Hazard for patient areas; Ordinary Hazard (Group 1) for office space and assembly; Ordinary (Group 2) for mechanical and storage space as defined by NFPA Standards. b) Existing standpipe system will remain throughout the building to provide Class I system utilizing 2-1/2-inch fire department valves within 2-hour rated stairwells. c) All supplemental equipment and accessories will be provided to ensure a fully functional sprinkler system. The maximum protection area will be based on 225-sq. ft. for Light Hazard and 130-sq. ft. for Ordinary Hazard (Group 1 & 2) . Sprinkler heads will be quick-response type with 1/2-inch orifice, and rated for 165 F° in public and private areas and rated for 212 F° in high heat areas of mechanical spaces. Sprinkler piping will be sized by hydraulic calculation based on available water pressure and flow test data. 2) North Building new automatic sprinkler systems and components: a) Water supply, fire mains and hydrants: A new 8-inch fire main from Locust Street supports the buildings fire suppression systems. Additional exterior fire main systems support the exterior fire hydrants. Page 3 February 20, 2006 COOLEY DICKINSON HOSPITAL SIJBGERY/_BEaS FXPANSTON RHAS_E_1 __--_- 30 LOCUST STREET, NORTHAMPTON, MA 01061 PACKAGE `E' FIRE PROTECTION SYSTEM NARRATIVE REPORT c) NFPA 14, Standard for Installation of Standpipe and Hose Systems. d) NFPA 20, Standard for Installation of Centrifugal Fire Pumps. e) NFPA 25; Standard for the Inspection, Testing, and Maintenance of Water Based Fire Protection Systems f) NFPA 70; National Electrical Code g) NFPA 72; National Fire Alarm Code h) NFPA 99; Standard for Health Care Facilities i) NFPA 101; Life Safety Code j) NFPA 220; Standard on Types of Building Construction k) MGL 148; Massachusetts General Law Chapter 148 (Fire Prevention) 1) 527 CMR 12.00; Massachusetts Electrical Code m) 524 CMR; Massachusetts Elevator Code n) 521 CMR; Architectural Access Board o) ANCI C2; National Electrical Safety Code 2) Electrical work will comply with the current standards of the following organizations: a) ADA - Americans with Disabilities Act b) OSHA - Occupational Safety and Health Act c) FM - Factory Mutual Association d) UL - Underwriters' Laboratories e) ANSI - American National Standards Institute f) NEMA - National Electric Manufacturers Association g) ASTM - American Society for Testing and Materials SECTION 3 - Design Responsibility for Fire Protection Systems 1) Professional Mechanical Engineer of Record: a) James F. Newton, PE Vice-President of Engineering The Ritchie Organization Mechanical License No. 36478 Page 2 February 20, 2006 COOLEY DICKINSON HOSPITAL _ SURGERY/BEDS EXPANSION PHASE 1 30 LOCUST STREET, NORTHAMPTON, MA 01061 PACKAGE `E' FIRE PROTECTION SYSTEM NARRATIVE REPORT I . BASIS (METHODOLOGY) OF DESIGN SECTION 1 - Building Description • Building "Use" Group: I-2, Institutional. • Total square foot of North Building: Approx. 116, 507 SF • Total square foot of West Building renovation: Approx. 1, 290 SF • Building height: Approx. 51-feet • Number of floors above grade: Three-Stories. • Number of floors below grade: One Story. • Square footage per floor: Ground Floor: 34, 302 Square Feet. First Floor: 34,515 Square Feet. Second Floor: Not Applicable. Third Floor: 23, 845 Square Feet. Fourth Floor: 23,845 Square Feet. • Types of occupancies within the building: Health Care/Hospital. • Types of construction: 780 CMR 1B (New & Existing) & NFPA 101 I (443) (New & Existing) . • Hazardous material usage and storage: N/A. • High storage of commodities within a building usually over 12ft: N/A. • Site access arrangement for emergency response vehicles: Locust Street. SECTION 2 - Applicable Laws, Regulations, and Standards 1) Work will comply with the current editions of the following codes: a) 780 CMR, 6th Ed. ; Massachusetts State Building Cod b) NFPA 13; Standard for the Installation of Sprinkler Systems Page 1 i r D 2 T 'Amm 0 'THE RITCHIE ORGANIZATION FIRE PROTECTION SYSTEM NARRATIVE REPORT COOLEY DICKINSON HOSPITAL Surgery/Beds Expansion Package `E' 30 Locust Street Northampton, Massachusetts February 20, 2007 A R C H I T E C T U R E P L A N N I N G E N G I N E E R I N G I N T E R I O R D E S I G N TRO I The Ritchie Organization 80 Bridge Street,Newton,MA 02458-1134 T 617.969.9400 F 617.332.0135 June 3, 2005 COOLEY DICKINSON HOSPITAL SURGERY/BEDS EXPANSION PHASE 1 30 LOCUST STREET, NORTHAMPTON, MA 01061 PACKAGE `E' FIRE PROTECTION SYSTEM NARRATIVE REPORT 1) Written approval will be obtained from the Authority Having Jurisdiction if system satisfies all operational code compliance requirements. a) If a system, or portion of a system, fails to operate satisfactorily, written direction will be obtained from the Authority Having Jurisdiction as to the method of remedial action that should be taken. 2) Documentation will be submitted as required by 780 CMR, Section 903.4. 3) Documentation submitted to the Authority Having Jurisdiction will list names, addresses, and telephone numbers of personnel for emergency notification. Page 11 June 3, 2005 COOLEY DICKINSON HOSPITAL SURGERY/BEDS EXPANSION PHASE 1 30 LOCUST STREET, NORTHAMPTON, MA 01061 PACKAGE `E' FIRE PROTECTION SYSTEM NARRATIVE REPORT • Detectors that are outside their marked sensitivity range will be replaced. e) Test and inspection records will be prepared according to NFPA 72, including demonstration of sequences of operation by using the matrix-style form in Appendix A in NFPA 70. SECTION 2 - Equipment and Tools 1) The requirement for on-site equipment at the time of witnessing the operational features of the fire protection systems that require validation from the Authority Having Jurisdiction will be a coordination item between the Construction Manager, electrical sub-contractor, and fire alarm system vendors. The equipment may include but not be limited to the following: a) Manufacturer's instructions. b) Specifier's special instructions. c) Approved Narrative Report, sequence of operation section. d) Smoke machines. e) Smoke candles. f) Sound meters. g) Fire hoses, nozzles. h) Flow measuring devices. i) Gauges. j) Voltage meters. k) Magnets. 1) Communications radios. m) Fire department equipment. n) Special tools. o) Notification announcements. SECTION 3 - Approval Requirements Page 10 June 3, 2005 COOLEY DICKINSON HOSPITAL SURGERY/BEDS EXPANSION PHASE 1 30 LOCUST STREET, NORTHAMPTON, MA 01061 PACKAGE `E' FIRE PROTECTION SYSTEM NARRATIVE REPORT • Fire-pump power failure, including a dead-phase or phase-reversal condition. k) Recording of Events: Print a record of all alarm, supervisory, and trouble events on the system printer. Printouts are by zone, device, and function. When the FACP receives a signal, the alarm, supervisory, and trouble conditions are printed. The printout includes the type of signal (alarm, supervisory, or trouble) the zone identification, date, and the time of the occurrence. The printout differentiates alarm signals from all other printed indications. When the system is reset, this event is also printed, including the same information for device, location, date, and time. A command initiates the printout of a list of existing alarm, supervisory, and trouble conditions in the system. III. TESTING CRITERIA SECTION 1 -Testing Criteria 1) A factory-authorized service representative will be engaged to inspect field-assembled components and equipment installation, including connections and to assist in field testing. Results will be reported in writing. 2) A qualified testing and inspecting agency will be engaged to perform the following field tests and inspections and prepare test reports: a) Before requesting final approval of the installation, a written statement will be submitted using the form for Record of Completion shown in NFPA 72. b) Each electrical test and visual and mechanical inspection will be performed as listed in NFPA 72. Compliance will be certified with test parameters. All tests will be conducted under the direct supervision of a NICET technician certified under the Fire Alarm Systems program at Level III. • The existing system will be included in tests and inspections. c) A visual inspection will be conducted before any testing. As-built drawings and system documentation will be used for the inspection. Improperly located, damaged, or nonfunctional equipment will be identified and corrected before beginning tests. d) The testing procedure will be followed and results recorded in compliance with requirements in NFPA 72. Page 9 June 3, 2005 COOLEY DICKINSON HOSPITAL SURGERY/BEDS EXPANSION PHASE 1 30 LOCUST STREET, NORTHAMPTON, MA 01061 PACKAGE `E' FIRE PROTECTION SYSTEM NARRATIVE REPORT • Record events by the system printer. f) In addition to the actions listed above in Paragraph e), fire alarm signal from a smoke detector located in any elevator lobby, hoistway, or machine room will also initiate elevator recall sequence for fire fighter's service. Per Emergency Moratorium to 780 CMR 904.1, no fire alarm device will be required or allowed to automatically disconnect main line power to an elevator. g) Transmission to Remote Central Station: Automatically route alarm, supervisory, and trouble signals to a remote central station service. h) Silencing at the FACP: Switches provide capability for acknowledgment of alarm, supervisory, trouble, and other specified signals at the FACP; and capability to silence the local audible signal and light a light-emitting diode (LED). Subsequent zone alarms cause the audible signal to sound again until silenced by switch operation. Restoring alarm, supervisory, and trouble conditions to normal extinguishes the associated LED and causes the audible signal to sound again until restoration is acknowledged by switch operation. i) Supervisory signal initiation will be by one or more of the following devices or actions: • Operation of a fire-protection system valve tamper. j) System trouble signals and supervisory signals shall sound a trouble signal at the FACP and remote annunciator. The following devices or actions shall initiate system trouble signal: • Open circuits, shorts, and grounds, of wiring for initiating device, signaling line, and notification-appliance circuits. • Opening, tampering, or removal of alarm-initiating and supervisory signal-initiating devices. • Loss of primary power at the FACP. The FACP shall indicate when the fire alarm system is operating on an alternate power supply. • Ground or a single break in FACP internal circuits. • Abnormal ac voltage at the FACP. • A break in standby battery circuitry. • Failure of battery charging. • Abnormal position of any switch at the FACP or annunciator. Page 8 June 3, 2005 COOLEY DICKINSON HOSPITAL SURGERY/BEDS EXPANSION PHASE 1 30 LOCUST STREET, NORTHAMPTON, MA 01061 PACKAGE `E' FIRE PROTECTION SYSTEM NARRATIVE REPORT b) Priority of Signals: Accomplish automatic response functions by the first zone initiated. Alarm functions resulting from initiations by the first zone are not altered by subsequent alarms. The highest priority is an alarm signal. Supervisory and trouble signals have second- and third-level priority. Higher-priority signals take precedence over signals of lower priority, even though the lower-priority condition occurred first. Annunciate all alarm signals regardless of priority or order received. c) Noniterfering: Zone, power, wire, and supervise the system so a signal on one zone does not prevent the receipt of signals from any other zone. All zones are manually resettable from the FACP after the initiating device or devices are restored to normal. Systems that require battery back-up for the programming function are unacceptable. d) Fire alarm signal initiation will be by one or more of the following devices: • Manual Stations. • Heat detectors. • Smoke detectors. • Verified automatic alarm operation of smoke detectors. • Automatic sprinkler system water flow. • Fire Standpipe System e) Fire Alarm Control Panel (FACP) Response: The manual or automatic operation of an alarm-initiating or supervisory-operating device causes the FACP to transmit and appropriate signal including the following: • Alarm notification appliances shall operate continuously. • Identify alarm at the FACP and remote annunciator. • Transmit a signal to all Type 1 and Type 2 automatic doors to initiate manual operation sequence. • Unlock electric door locks in designated egress paths. • Release fire and smoke doors held open by magnetic door holders. • Activate voice/alarm communication system. • Switch heating, ventilating, and air-conditioning controls to fire alarm mode. • Close smoke dampers in air ducts of system serving zone where alarm was initiated. • Initiate fan shutdown sequence to supply and return fans serving zone where alarm is initiated. • Record events in the system memory. Page 7 June 3, 2005 COOLEY DICKINSON HOSPITAL SURGERY/BEDS EXPANSION PHASE 1 30 LOCUST STREET, NORTHAMPTON, MA 01061 PACKAGE `E' FIRE PROTECTION SYSTEM NARRATIVE REPORT 4) Method for Future Testing and Maintenance of Systems and Documentation: a) The Construction Manager will facilitate the requirement for as-built drawings and maintenance manuals as outlined in TRO specifications. b) The fire alarm system will be inspected, tested, and maintained in accordance with NFPA 72, Chapter 10 "Inspection, Testing, and Maintenance," along with additional procedures required by the Authority Having Jurisdiction. All inspections, tests, and maintenance will be performed at intervals suggested, and documented as indicated within NFPA 72, Chapter 10. c) The sprinkler system will be inspected, tested, and maintained in accordance with NFPA 25, "Standards for Inspection, Testing, and Maintenance of Water Based Fire Protection Systems" along with additional procedures required by the Authority Having Jurisdiction. All inspections, tests, and maintenance will be performed at intervals suggested, and documented as indicated within NFPA 25. SECTION 6 - Special Consideration and Description 1) Application of "Performance-Base Design" in Lieu of Prescriptive Code Requirement: a) N/A. 2) Interpretation/Clarification Between Designer and Authority Having Jurisdiction: a) N/A. 3) Waiver or Variance Sought Through the Regulatory Appeal Process: a) N/A. II. SEQUENCE OF OPERATION SECTION 1 - Operational Description 1) Include the following system functions and operating features plus those additional functions and features required by the authorities having jurisdiction: a) Alphanumeric Display and System Controls: Arranged for interface between human operator at the FACP and addressable system components including annunciation and supervision. Display alarm, supervisory, and component status messages and the programming and control menu. Page 6 June 3, 2005 COOLEY DICKINSON HOSPITAL SURGERY/BEDS EXPANSION PHASE 1 30 LOCUST STREET, NORTHAMPTON,MA 01061 PACKAGE `E' FIRE PROTECTION SYSTEM NARRATIVE REPORT operation of mechanical equipment and door release functions per SECTION 2 Applicable Laws, Regulations and Standards. 4) Automatic fire extinguishing systems: N/A. 5) Smoke control/management systems: N/A. 6) Kitchen cooking equipment and exhaust systems: N/A. 7) Emergency power equipment: Two independent and reliable sources of power, one primary and one secondary, are provided to the fire alarm system. The primary power supply is from a dedicated branch circuit from the emergency life safety electrical system. The secondary power supply is from a storage battery system dedicated for the fire alarm system. 8) Hazardous material monitoring equipment: N/A. SECTION 5 - Features Used in the Design Methodology 1) Building Occupant Notification and Evacuation Procedures: a) Building occupants will be notified of a fire event via audio/visual alarm units automatically activated as detailed in Article II of this report. The new audio signals will be of the speaker type. All new notification appliances will comply with 780 CMR, NFPA 72, and Local, State, and National accessibility codes. b) Evacuation procedures will be in accordance with NFPA 72 and the facility's established evacuation plan. 2) Emergency Response Personnel, Site and Systems Features: a) Refer to the established facility emergency response plan. Upon completion of upgrades to the existing and new fire alarm system, the facility will review and amend the emergency response plan based upon the capabilities and features available with the completed system. 3) Safeguards, Fire Prevention and Emergency Procedures During New Construction and Impairment Plans Associated with Existing System modifications: a) Appropriate Cooley Dickinson Hospital personnel will be made aware of areas under construction in close coordination with the Construction Manager. b) Impairment plans will be implemented as required by the authority having jurisdiction for the duration of the period that the fire protection system is impaired. Page 5 June 3, 2005 COOLEY DICKINSON HOSPITAL SURGERY/BEDS EXPANSION PHASE 1 30 LOCUST STREET, NORTHAMPTON, MA 01061 PACKAGE `E' FIRE PROTECTION SYSTEM NARRATIVE REPORT riser commencing at the fire pump room will be in egress stairwell. Additional 4- inch standpipe risers will be installed in additional egress stairwell. Standpipe systems will be hydraulically designed to provide a residual pressure of 100 psi at the most remote 2-1/2-inch hose connection outlet. d) Fire department Siamese connections, standpipe riser, hose valve connection, and floor control station will be located in accordance with NFPA and local authorities. Site access arrangement for emergency vehicles will be from Locust Street. e) All supplemental equipment and accessories will be provided to ensure a fully functional sprinkler system. The maximum protection area will be based on 200- sq. ft. for Light Hazard. Sprinkler heads will be quick-response type with 1/2-inch orifice, and rated for 165 F°in public and private areas and rated for 212 F°in high heat areas. Sprinkler piping will be sized by hydraulic calculation based on available water pressure and flow test data. f) The proposed 750 GPM182 PSI split case electric fire pump will be located in the ground floor level pump room. The automatic, fire pump, booster system will enhance the available water supply to accommodate the required water flow supply characteristics to provide a fully compliant fire suppression system. The fire pump motor shall be U.L. approved and listed for fire protection and shall be located within a 2-hr rated room with exterior access. A jockey pump will be installed to maintain the system pressure and will be located within the fire pump room. Each pump will have its own controller and individual pressure sensing lines to monitor the water pressure in the fire protection system. 3) Fire alarm systems and components: As a project running concurrently but separate from the Surgery/Beds Expansion, the Hospital plans to install a Notifier 3030 fire alarm master control panel within the existing hospital to serve as the new head-end for the entire existing campus. This project will include a new electronic graphic annunciation system in accordance with Northampton Fire Department requirements. The Surgery/Beds Expansion Project consists of installing a separate Notifier 3030 fire alarm control panel within the new addition. This new Surgery/Beds Expansion fire alarm control panel will serve as the fire alarm system for the new building. The new building's fire alarm system will be fully capable of networking with the fire alarm head-end panel being installed by the hospital in the existing building. The Surgery/Beds Expansion fire alarm system will be configured to accommodate future high rise building requirements. The new building's fire alarm system will include new wiring, audio/visual devices, strobe devices, and addressable initiation devices such as pull stations, smoke detectors, heat detectors and addressable control circuits for Page 4 June 3, 2005 COOLEY DICKINSON HOSPITAL SURGERY/BEDS EXPANSION PHASE 1 30 LOCUST STREET, NORTHAMPTON, MA 01061 PACKAGE `E' FIRE PROTECTION SYSTEM NARRATIVE REPORT SECTION 4 - Fire Protection Systems to be Installed 1) Renovated Automatic sprinkler systems and components: a) All renovated areas of the project will be fully sprinklered 100% throughout existing, space[s]. The existing fire protection system will be modified to accommodate the new ceiling installation. Sprinklers will be installed center of tile with branch lines connecting to existing feed mains. The renovated sprinkler system design will be based on Light Hazard for patient areas; Ordinary Hazard (Group 1) for office space and assembly; Ordinary (Group 2) for mechanical and storage space as defined by NFPA Standards. b) Existing standpipe system will remain throughout the building to provide Class I system utilizing 2-1/2-inch fire department valves within 2-hour rated stairwells. c) All supplemental equipment and accessories will be provided to ensure a fully functional sprinkler system. The maximum protection area will be based on 200- sq. ft. for Light Hazard and 130-sq. ft. for Ordinary Hazard (Group 1 & 2). Sprinkler heads will be quick-response type with 1/2-inch orifice, and rated for 165 Fin public and private areas and rated for 212 Fin high heat areas of mechanical spaces. Sprinkler piping will be sized by hydraulic calculation based on available water pressure and flow test data. 2) New Addition Automatic sprinkler systems and components: a) Water supply, fire mains and hydrants: A new 8-inch fire main from Locust Street supports the buildings fire suppression systems. Additional exterior fire main systems support the exterior fire hydrants. b) Automatic sprinkler systems and components: The proposed building will be protected throughout with an automatic sprinkler system. All supplemental equipment and accessories will be provided to ensure a fully functional sprinkler system. The maximum protection area will be 200 sq. ft. for Light Hazard and 130 sq. ft. for Ordinary Hazard (Group 1 &2). Sprinkler heads will be quick-response type with 1/2-inch orifice, and rated for 165 Fin public and private areas and rated for 212 F°in mechanical spaces. c) Standpipe systems will be provided throughout the Building to provide a Class I system utilizing 2-1/2-inch fire department valves within 2-hour fire rated stairwells. Class III hose stations with 2-1/2-inch hose connections in locations to provide complete coverage of the Building at intervals over 200 feet of travel distance from required exits. The building requires one combination standpipe supply riser based on the floor area limitations. One 6-inch combination standpipe Page 3 June 3, 2005 COOLEY DICKINSON HOSPITAL SURGERY/BEDS EXPANSION PHASE 1 30 LOCUST STREET, NORTHAMPTON, MA 01061 PACKAGE `E' FIRE PROTECTION SYSTEM NARRATIVE REPORT e) NFPA 25; Standard for the Inspection, Testing, and Maintenance of Water Based Fire Protection Systems f) NFPA 70; National Electrical Code g) NFPA 72; National Fire Alarm Code h) NFPA 99; Standard for Health Care Facilities i) NFPA 101; Life Safety Code j) NFPA 220; Standard on Types of Building Construction k) MGL 148; Massachusetts General Law Chapter 148 (Fire Prevention) 1) 527 CMR 12.00; Massachusetts Electrical Code m) 524 CMR; Massachusetts Elevator Code n) 521 CMR; Architectural Access Board o) ANCI C2; National Electrical Safety Code 2) Electrical work will comply with the current standards of the following organizations: a) ADA—Americans with Disabilities Act b) OSHA— Occupational Safety and Health Act c) FM—Factory Mutual Association d) UL—Underwriters' Laboratories e) ANSI—American National Standards Institute f) NEMA—National Electric Manufacturers Association g) ASTM—American Society for Testing and Materials SECTION 3 - Design Responsibility for Fire Protection Systems 1) Professional Mechanical Engineer of Record: a) James F. Newton, PE Vice-President of Engineering The Ritchie Organization Mechanical License No. 36478 2) Professional Electrical Engineer of Record a) Paul D. Konz, PE Electrical Department Manager The Ritchie Organization Electrical License No. 37476 Page 2 June 3, 2005 COOLEY DICKINSON HOSPITAL SURGERY/BEDS EXPANSION PHASE 1 30 LOCUST STREET, NORTHAMPTON, MA 01061 PACKAGE `E' FIRE PROTECTION SYSTEM NARRATIVE REPORT I. BASIS (METHODOLOGY) OF DESIGN SECTION 1 - Building,Description • Building "Use" Group: I-2, Institutional. • Total square foot of Addition: Approx. 116,507 SF • Total square foot of renovation: Approx. 1,290 SF • Building height: Approx. 51-feet • Number of floors above grade: Three-Stories. • Number of floors below grade: One Story. • Square footage per floor: Ground Floor: 34,302 Square Feet. First Floor: 34,515 Square Feet. Second Floor: Not Applicable. Third Floor: 23,845 Square Feet. Fourth Floor: 23,845 Square Feet. • Types of occupancies within the building: Health Care/Hospital. • Types of construction: 780 CMR 1B (New & Existing) & NFPA 101 1 (443) (New & Existing). • Hazardous material usage and storage: N/A. • High storage of commodities within a building usually over 12ft: N/A. • Site access arrangement for emergency response vehicles: Locust Street. SECTION 2 - Applicable Laws Regulations, and Standards 1) Work will comply with the current editions of the following codes: a) 780 CMR, 6`h Ed.; Massachusetts State Building Cod b) NFPA 13; Standard for the Installation of Sprinkler Systems c) NFPA 14, Standard for Installation of Standpipe and Hose Systems. d) NFPA 20, Standard for Installation of Centrifugal Fire Pumps. Page 1 TRO THE RITCHIE ORGANIZATION FIRE PROTECTION SYSTEM NARRATIVE REPORT COOLEY DICKINSON HOSPITAL Surgery/Beds Expansion Package `E' 30 Locust Street Northampton, Massachusetts 01 June 3, 2005 ARCHITECTURE P L A N N I N G E N G IN E E R I N G I N T E R I O R D E S I G N TRO/The Ritchie Organization 80 Bridge Street,Newton,MA 02458-1134 T 617.969.9400 F 617.332.0135 May 10 05 11 : 41a Etheredge & Steuer 410-585-8406 p. 19 EXHIBIT "A" The land in Northampton, Hampshire County, Massachusetts, more particularly bounded and described as follows: TRACT 1_: Beginning at a stone bound at the southwesterly intersection of Denniston Place with North Elm Street, the same being the northeasterly corner of the premises herein conveyed; thence running Westerly along said Denniston Place one hundred forty seven and nine tenths (147.9) feet more or less to an iron pin at land now or formerly of John J. Curran et ux; thence Southerly along said land of John J. Curran et ux one hundred ninety (190) feet more or less to an iron pin at land formerly of one Belding; thence easterly along said land formerly of one Belding one hundred thirteen 0 13) feet more or less to a pin at land formerly of Elizabeth G. Moultis; thence Northerly seventy-five (75) feet more or less in a line parallel to North Elm Street along land formerly of Elizabeth G. Moultis (to an iron pin; thence Easterly along said land formerly of Elizabeth G. Moultis) one hundred (100) feet more or less to North Elm Street; thence Northerly along said North Elm Street one hundred twenty and six tenths (120.6) feet more or less to the point of beginning. TRACT 2: Beginning at an iron pin at the Northwesterly corner of the tract herein conveyed, the same being the Northeasterly corner of land of Cooley Dickinson Hospital; thence Southerly along land of Cooley Dickinson Hospital one hundred ninety 0 90) feet more or less to an iron pin at land formerly of one Jager; thence Easterly along land formerly of the said Jager seventy-six and three-tenths (76.3) feet more or less to an iron pin at other land now or formerly of John J. Curran et ux; thence Northerly along land now or formerly of the said Currans one hundred ninety 0 90) feet more or less to an iron pin on the Southerly side of Denniston Place, thence Westerly along said Denniston Place seventy-one (71) feet more or less to the iron pin at the point of beginning. Being the same premises conveyed to Henry Drinker and Deborah Drinker by deed of George M. Young dated August 19, 1981 and recorded in the Hampshire Registry of Deeds at Book 2240, Page 214. ,, e x' ITEST. FIAMPSIIIAE, (1p! f /1 � ¢, i�EGISTE_% Y_RL1AnN- L. DONOHtTE May 10 05 11 : 40a Etheredge & Steuer 413-585-8406 P. 18 8k:7894Pg:279 Page: 1 of 2 Recorded: 07/0912004 08:34 AM Affected Premises: One Denniston Place, Northampton, MA KNOW ALL MEN BY THESE PRESENTS That We, HENRY DRINKER and DEBORAH DRINKER, of One Denniston Place, Northampton, Hampshire County, Massachusetts, in consideration of $700,000.00 paid, grant to COOLEY DICKINSON HOSPITAL, INC., a duly organized and existing Massachusetts not-for-profit corporation having a usual place of 30 locust Street, Northampton, Hampshire County, Massachusetts with QUITCLAIM COVENANTS, the land and buildings thereon known as One Denniston Place, Northampton, Hampshire County, Massachusetts, as described on the Exhibit A attached hereto and made a part hereof. Executed as a sealed instrument this 8`h day of July, 2004. MASSACHUSETTS EXCISE TAX Hampshlre District ROD#13 001 HENRY DRINKER Date: 07109/2004 08:34 AM chi#009833 15079 Doc# 00020347 Fee: $3,192.00 Cons:$700,000.00 DEBORAH DRINKER COMMONWEALTH OF MASSACHUSETTS Hampshire, ss July 8, 2004 On this 8" day of July, 2004, before me, the undersigned notary public, personally appeared HENRY DRINKER and DEBORAH DRINKER, proved to me through satisfactory evidence of identification, which was Q� to be the persons whose names are signed on the preceding or attached document, and acknowledged to me that they signledt it voluntarily for its stated purpose. Not ry Public: ....ft My tommission Expires: s� May 10 05 11 : 40a Etheredge & Steuer 413-585-8406 p. 17 • •? '" ` Bk:08110 Pg: 320A:_ i e� ft To t co ink f ! 1 • t _ i • 3 > � Y �. � ATTEST.tea, May 10 05 11 : 40a Etheredge & Steuer 413-585-8406 P. 16 Bk:08 110 Pg. 320 CITY OF NORTHAMPrON MASSACHUSETTS A6ty Ca-wncil. ....... ............. APPAO9,.2Q94_....................... ........ ....................... Upon the recommendation of Mayor Mary Clare Higgins &Smith School Trustee's ............ .......__......... --------- .......... ......__...... ........ .................................................. .......... ........ WHEREAS, a portion of the Smith Vocational-Agricultural School lands, as shown on the attached plan dated July 29,2004, containing approximately eighteen acres, is no longer useful to the School's operation; and WHEREAS, the Trustees of the Smith Vocatioaal-Agricultural High School have voted to recommend the sale of the land; and WHEREAS, the proceeds from the We of the land must be used for the benefit of the Smith Vocational-Agricultural High School; and WHEREAS, the proceeds of the sale of the land will further the educational Mission of the Smith Vocational-Agricultural High School; and WHEREAS, Chapter 30B of the Massachusetts General Laws requires and bid process for the sale of public property with a value over$25,000, NOW, THEREFORE, BE IT RESOLVED That the land as shown is declared surplus and the Northampton Finance Committee is authorized to sell the property. The property shall be sold for no less than $1.1 million. In City CouncIL2ekfalLi- -,-/ 2"N RAS="WK passed two iwdko md en WIW Attest JA+vL %4 .WCW* of court e.� Appwft M 6;-, r 6L i-t ,.Mayor A We ap% Attest 4 IA a.LLB CIO CM tf (Viln(A May 10 05 11 : 39a Etheredge & Steuer 413-585-3406 P. 15 Bk:08110 Pg: 319 COMMONWEALTH OF MASSACHUSETTS HAMPSHIRE., SS. October o?V,,2404 On this a7 day of October, 2004, before me, the undersigned notary public, personally appeared Mary Clare Higgins, proved to me through satisfactory evidence of identification,which was, my personal knowledge to be the persons whose names are signed on the preceding or attached document, and acknowledged to me that they signed it voluntarily for its stated purpose. o ary public My Commission Expires: p/Z Jd CON"PHLVPM C MROAWam of MtrccnrnMdonExpnattwr2b,2001 May 10 05 11: 39a Etheredge & Steuer 413-585-8406 p. 14 Bk: 08110 Pg: 318 Witness our hands and seals the�—day of October, 2004. City of N ampton ? r. e A : �h,l�� By: itness Mary ig 'ns,Mayor Smith Vocational and Agricultural High School J 9 • r. Witness Mary Clare Hig 'ns, N.Jayor, :?.•. ess David Bourg ;Trustee ii 2A 0-vt Witness Susan Routhier,Trustee <; ` r} W ss 106 E.Cotton,Trustee 2 May 10 05 11 ; 39a Etheredge & Steuer 413-585-8405 P. 1J INS imm Sk: 08110 Pg: 317 ak:e110FV;317 P ��t of A " oordad, 12122r.?0"12:81 PM Affected Premises Intersection of Hospital Road Elm Street,Land Northampton,Massachusetts 01060 CITY OF NORTHAMPTON a municipal corporation with a principal place of business at 210 Main Street, Northampton, Massachusetts 01060, and DAVID BOURBEAU, SUSAN ROUTHIER,JOHN I;.COTTON AND MARY CLARE HIGGINS,as TRUSTEES UNDER THE a WILL OF OLIVER SMITH OF SMrM VOCATIONAL AND AGRICULTURAL HIGH SCHOOL, flea Smith's Agricultural School, aka Smith Agricultural School under 01.04 §24, Chapter 14 of the Acts of 1920 and Chapter 151 of the Acts of I918 of 80 Locust Street, Northampton,Massachusetts 01060, IN CONDISERATION OF ONE MILLION ONE HUNDRED ONE THOUSAND DOLLARS, ($1,101,000.00) No excise tax is required under G.L.c,64D §1. Grant to COOLEY DICKINSON HOSPITAL, INC., a duly organized and existing Massachusetts not-far-profit corporation of 30 Locust Street,Northam ton Massachusetts husetts 01060 The land with any improvements thereon at the intersection of Elm Street and Hospital Road in Northampton, Hampshire County, Massachusetts, shown as Parcel A and Parcel B on the"Plan of Land in Northampton, Massachusetts, prepared for The Cooley Dickinson Hospital, Inc." by Huntley Associates, P.C., dated October 20, 2004, and recorded in the Hampshire County Registry of Deeds on December 21,2004 in Plan Book 203, Page 92. kl PARCEL A contains 15.105 acres,more or less. PARCEL B contains 1.882 acres,more or less. SUBJECT TO a ten(101 foot wide easement to the Berkshire Gas Company along the northerly side of Elm Street,as shown on the aforesaid plan and recorded in Book 1303 Page 285, RESERVING an easement am of 5,000 square foot, more or less,on the northwesterly comer of Parcel A,as shown on the aforesaid plan,for access to and from the adjoining land of the Grantor for the benefit of Smith Vocational and Agricultural 1419h School. For Title see deed to the City of Northampton dated December 22, 1905 recorded in the Hampshire County Registry of Deeds in Book 601,Page 287 and deed dated November 13, 1905 and recorded in said Registry in Book 600,Page 133. May 10 05 11 : 39a Etheredge & Steuer 413-585-8406 P. 12 COMMONWEALTH OF MASSACHUSETTS THE TRIAL COURT THE PROBATE.AND FAMILY COURT DEPARTMENT 25507 IIAMPSHIRE DIVISION (249-22) Docket No. In the Matter of the Estate of OLIVER-,- R SMITH At a Probate Court held at Northampton,in and for said County of Hampshire on the Eleventh day of July in the year Two Thousand Two, On the petition of The City of Northampton, by its Mayor, Mary Clare Higgins, with the signed consent of the Trustees under the Will of Oliver Smith, late of Hatfield in the County of Hampshire,as amended, praying for leave to sell,at public auction or private sale,certain real estate held by it and them as trustees described as shown in Exhibit A attached hereto, and to invest the proceeds thereof: all parties interested in said estate having assented,or having been duly notified, and no person objecting thereto; and that said sale, conveyance, and transfer are necessary, expedient and in the best interest of all concerned in said trust, IT IS DECREED that said City of Northampton and Trustees be authorized to make said sale, conveyance, and transfer of the said real estate at any time within one(1) year,zither at private sale for Fifty-Two Thousand Two Hundred Fifty($52,250.00) Dollars, or for a larger sum, and to invest and apply the proceeds thereof according to law and said instrument, specifically to be used for the repair of the farmhouse located on other premises used by Smith Vocational and Agricultural School. Gail L. Perlman Justice of the Probate and Family Court �'4U:'�1Nti1Fi: �16h•. ^RMtit;aC•n.,lJIt45.}: ./ JAN 2 2003 ItE ISTa �t .tc: �ouoxtl$ May 10 05 11 : 38a Etheredge & 5teuer 413-585-8406 P. 11 PK0101 Gp � �, CITY OF NORTHAMPTON MASSACHUSETTS -9. City C.nciC, .. ___ _ .........June 1',_2000 Upon the reconunendatiotl of the Smith Vocational and Agricultural High School Board of Trustees, ............................................................................... .... ..................................... . 1'l'1:EREAS, A portion of the Smith Vocational and Agricultural High School farm lands known as Parcel B as shown on the attached plan is no longer useful to the farm's operation; and WHEREAS, the Trustees of the Smith Vocational and Agricultural High School have voted to recommend the sale of Parcel B; and WHEREAS, the proceeds of the sale of Parcel B will fund a renovation of the Smith Vocational and Agricultural High School Farmhouse by Smith School students; and WHEREAS, Chapter 30B of the Massachusetts General laws requires a bid process for the sale of public property with a value of over twenty-five thousand dollars ($25,000), NOW, THEREFORE, BE IT RESOLVED that the Smith Vocational and Agricultural High School farm land Parcel B is declared surplus and the City Property Committee is authorized to sell the property on the condition that the property shall be sold subject to the final approval of the Board of Trustees as to the price of the land. In the event that the price is not acceptable to the Board of Trustees of Smith Vocational and Agricultural High School,then the property will revert back to Smith Vocational and Agricultural High School, In City CoUnCll, sL-pteinhar ?1 9n1)n Rules stgxmded passed two readings end wiled AtMA " City Clerk Apps Mary Clare Higgins, Maya A true Copy. Attest � , Cfty Clerk May 10 05 11 : 38a Etheredge & Steuer 413-585-8406 p. 10 EXHIBIT A Property Address: Parcel B, Hospital Road Northampton, MA The land on Hospital Road in Northampton, Massachusetts, known as Parcel B as shown on a Plan of Land entitled "Plan of Land in Northampton, Massachusetts prepared for Cooley Dickinson Hospital, Inc."dated November 27, 1990 by Almer Huntley, Jr. & Associates, Inc., said plan recorded in Hampshire County Registry of Deeds in Plan Book 191, Page 52. Beginning at a stone bound in the easterly line of said Parcel B; thence S. 210 46'49" W. a distance of One Hundred Twenty-seven and Ninety-eight one- hundredths (127.98)feet along land of Cooley Dickinson Hospital, inc. to an iron pin to be set; thence N. 830 40' 50"W. along Parcel D as shown on said Plan, a distance of Two Hundred Fifteen and Forty-seven one-hundredths (215.47) feet to an iron pin to be set at the easterly line of Hospital Road; thence N. 020 29' 24" E. along Hospital Road, a distance of Two Hundred Ninety-six and Forty-five one-hundredths (296.45)feet to a point in the easterly line of Hospital Road; thence N. 601 04' 24" E. a distance of Four Hundred Thirteen and Fifty one-hundredths (413.50) feet to an unmounted point at the northeasterly corner of Parcel B; thence S. 150 02' 24" W. a distance of Two Hundred Five and Seventy one-hundredths (205.70) feet along land of CDH, Inc. to an unmounted point; thence continuing S. 151 04' 39"W. a distance of Two Hundred Sixteen and Thirteen one-hundredths (216.13) feet to the stone bound at the place of beginning. Containing 2.597 acres, more or less. Being Parcel B on the aforesaid Plan, which is a portion of the premises deeded to the City of Northampton by deed of L. Clark Seeley, Seth S. Warner, and Myron C. Bailey as Superintendents of Smith Agricultural School and recorded in the Hampshire Registry of Deeds at Book 601 Page 287. INNEWPOW May 10 05 11 : 37a Etheredge & Steuer 413-585-8406 p. 9 EK01013PG0q MASSACHUSETTS QUITCLAIM DEED 1 PropertV Address: ParCel 8, Hospital Road Northampton,MA Bk:7013Pg:94 Page:1 of 4 Recorded: 01130/2003 09:36 AM KNOW ALL PERSONS BY THESE PRESENTS THAT, THE CITY OF NORTHAMPTON, a municipal corporation, with its principal offices at 210 Main Street, Northampton, MA For consideration paid FIFTY-TWO THOUSAND TWO HUNDRED FIFTY AND 00/100 ($52,250.00) DOLLARS grants to THE COOLEY DICKINSON HOSPITAL, INC., a Massachusetts Corporation with its principal place of business at 30 Locust Street, Northampton MA, with quitclaim covenants the land located at Hospital Road, known as Parcel B in Northampton, Hampshire County, Massachusetts, bounded and described as follows: For a complete description, see Exhibit A attached hereto and incorporated by reference herein. Witness my hand and seal this day ofL? ; 2003. City of Northamp j ,t By Its May r, Mary Clarp ins COMMONWEALTH OF MASSACHUSETTS County of Hampshire �caM 2003 The personally appeared the above-named Mary Clare Higgins and acknowledged the foregoing instrument to be the free act and deed of the City,.Qf Northampton, Massachusetts, before me, Notary Public ^~ My commission expires: r May 10 05 11 : 37a Etheredge & Steuer 413-585-8406 p, 8 r a. No Massachusetts deed excise stamps are affixed hereto none being required by law. IN WITNESS WHEREOF, The Cooley Dickinson Hospital has rx caused its corporate seal to be hereto affixed and these presents to be signed acknowledged and delivered in its natal and behalf by a/ (9/,SGPIN! n its President this i c,, 2 °iday of May, 1984. THE COOLEY DICKINSON HOSPIfiA a : By President /Hi.off` COMMONWEALTH Ur MASSACHUSETTS Ss 1984 Then personally appeared the above-named S4� f Er f V.,- G� 'uc n of The Cooley Dickinson Hospital and acknowledged the foregoing instrument to be the free act and deed of The Cooley Dickinson Hospital. " Notary Public nn My Commission Expires: .rvcwh,l 9 j79U i t � Harttps6irc s. ?7 .M_Reed,ent'd mA4 a� aum'J.nch tLayshltr 1:.1..d Attest j Mf6tfTia .i k2+ {� 7 4 ^r t M May 10 05 11 : 36a Etheredge & Steuer 413-585-8406 p. 7 Y RA, � THENCE turning and running N. 880 32' 31" E. ry. thirty-three and sixty-five One-hundredths (33.65) feet, more or-less, along land now or formerly of said George deVillafranca to an iron pin; THENCE turning and running s. 04' 59' 27" w_ eighty-eight and sixty-seven one-hundredths (88,67) feet, more or less, along land now or formerly of one Jones to an yl iron pin; THENCE continuing S. 04' 59' 27" W. one hundred and one and sixty-five one-hundredths (101,65) feet, more or less, along land now or formerly of one Baxter to an iron pin; i THENCE turning and running S. 17' 12' 18" E_ one hundred ` and five and twenty-six one-hundredths (105.26) feet, more or less, along land now or formerly of one Baxter and one 1 Bailey to an iron pin; i; \ i THENCE turning and running S. 689 52' 42" W, three hundred and thirty-five and seventy-four one-hundredths (335.74) feet, more or less, along land now or formerly of Nicholas Rossi et ux to an iron pin; THENCE turning and running S. 18' 49' 09" W, fifty-SIX G' and sixty-four one-hundredths (56.64) feet, more or less, < along land now or formerly of said Nicholas Rossi et ux to an iron pin set in the Northerly sideline of said Elm Street and the place of beginning. Containing 8,219 Acres, more or less. For title to Parcel Seven, reference may be had to a .` deed from Plantation Valley Homes, Inc, to The Cooley s. Dickinson Hospital dated October 11. 1965 and recorded with said deeds in Book 1472 Page 452. Said premises are conveyed subject to and with the benefit of all rights, easements, agreements, privileges, appurtenances, encumbrances and restrictions of record, insofar as the same are now in force and applicable, The within conveyance is intended to convey all of the real estate now owned by The Cooley Dickinson Hospital in Northampton, Hampshire County, Massachusetts, said conveyance to be effective as of June 1, 1964. i , f l 6 - I t I t f t May 10 05 11 . 36a Etheredge & Steuer 413-585-8406 p.6 i t I PARCEL SEVEN �f r33 91 BEGINNING at an iron pin set in the Northerly sideline Of saki Elm Street at the Southeast corner of this tract of land herein conveyed abutting said Elm Street and at the Southwest corner of a tract of land belonging now or formerly to Nicholas Rossi et ux describad in deed of Marcia B. Sauter to Nicholas Rossi et ux dated October 8, t' 1952. and recorded in the Hampshire County Registry of Deeds t + s! i in Book 1128, Page 367, and THENCE running N. 70' 0e' 05" W. three hundred and fifty-two and forty one-hundredths (352.40) feet, more or less, along the Northerly side of said Elm Street to an iron ` pin set at the Southwest corner of the tract of land herein conveyed and at the Southeast corner of land now or formerly of the Trustees of Smith's Vocational School; s THENCE turning and running N. 211 46' 00" E. six hundred 1 and fifteen and eleven one-hundredths (615.11) feet, more or tt. less, along land now or formerly of the Trustees of Smith's Vocational School to a scone bound; i THENCE turning and running N. 15' 03' 50" E. two hundreda and sixteen and thirteen one-hundredths (216.13) feet, more or less, along land now or formerly of the Trustees of Smith's Vocational School to a stone bound; 1i THENCE turning and running S. 85' 29' 00" E. one hundred and seventy-nine and one one-hundredths (179.01) feet, more or less, along land of The Cooley Dickinson Hospital to an iron pin; THENCE turning and running S. 11' 32' 26" E. two hundred and two and no one-hundredths (202.00) feet, more or less, along lands now or formerly of one Jager, one Nelligan, and one Glenn H. Sabin et ux to an iron pin; THENCE turning and running S. 01' 17' 28" W. sixty-five and no one-hundredths (65.00) feet, more or .less, along land now or formerly of one Robert H. Spencer to an iron pin; THENCE turning and running S. 89' 27' 24" E. one hundred and thirteen and fifty one-hundredths (113.50) feet, more or less, along land now or formerly of said Spencer to an iron pin; THENCE turning and running S. 0' 10' 41" W. one hundred +4s; and fifty-seven and eighty-one one-hundredths (157.81) fast, more or less, along land now or formerly of George deVillafranca to an iron pin; i t May 16 05 11 : 36a Etheredge Steuer 413-585-8406 p• 5 { ?f ��.! .�.w.n'.�.s...+.,...r+...-..r«. s..,-..�.n_-_.�......-..nom+--.�.,....--s. ....-...-.�..�.._----.-.-.. ..�-�...-__....+-._._ a ! THENCE Easterly along land formerly of the said Bailey { sixty-six and four-tenths (66.4) feet more or less to an iron pin at land now or formerly of the said Ellis; THENCE N. 15i 45' E. along land now or formerly of the said Ellis two hundred ten (210) feet more or less to the ' a{ iron pin at the point of beginning. ' For titlo to Parcel Five, reference may be had to a deed : r from Charlotte Lloyd Zellman to Cooley Dickinson Hospital 1_ _ s dated May 29, 1944 and recorded with said deeds in Book 982 Page 361. t PARCEL SIX BEGINNING at an iron pin on the Southerly side of Denniston Place at the Northwesterly corner of the tract herein conveyed, the same being the Northeasterly corner of ti other land now or formerly of Cooley Dickinson Hospital; i THENCE Southerly along land now or formerly of Cooley Dickinson Hospital two hundred ten (210) feet more or less to an iron pin at land now or formerly of one Sauter; THENCE Easterly along land now or formerly of the said Sauter seventy-three and six-tenths (73.6) feet more or lose to land of one Jager; THENCE Northerly along land now or formerly of the said ! .Tager twenty-five (25) feet more or less to a corner marked ) ' by an iron pin; i THENCE Easterly along land now or formerly of said Jager seven (7) feet more or less to an iron pin at land of one Curran; r THENCE Northerly along land now or formerly of said Curran one hundred ninety (190) feet more or less to an iron pin on the Southerly side of Denniston Place; THENCE Westerly along said Denniston Place seventy-one (71) feet more or less to the iron pin at the point of beginning. For title to Parcel Six, reference may be had to a deed f from Homer L. Lloyd to Cooley Dickinson Hospital dated September 25, 1945 and recorded with said deeds in Book 995 Page 11. 4 mmenommannOMINNOW May 10 05 11 : 35a Etheredge & Steuer 413-585-8466 p. 4 i THENCE Southwesterly along other land now or formerly of the City of Northampton four hundred and forty (440) feet, more or less, to the place of beginning. For title to Parcel Three, reference may be had to a deed from the City of Northampton to the Cooley Dickinson Hospital dated December 16, 1920 and recorded with said j deeds in Book 768 Page 1559. i } PARCEL FOUR SEGIMING at an iron pin on the Southerly side of said Denniston Place at a point two hundred ninety (290) feet more or less Westerly from North Elm Street, the same being the Northwesterly corner of land now or formerly of Homer L. Lloyd; THENCE S. 1S' 45' W. along land formerly of Charlotte Lloyd ZeLLmann, now or formerly of Cooley Dickinson Hospital, two hundred ten (210) feet more or less to an iron pin at land now or formerly of Sauter; ; ( THENCE Easterly along land now or formerly of said Sauter forty and six-tenths (40.6) feet to an iron pin; ;} i} THENCE Northerly along land now or formerly of said k Homer L. Lloyd two hundred ten (210) feet more or less to the iron pin at the point of beginning. The tract herein } conveyed is triangular in shape, with the apex of the triangle at the iron pin on Denniston Place. i For title to Parcel Four, reference may be had to a deed { from Homer L. Lloyd to Cooley Dickinson Hospital dated Y_ June 9, 1944 and recorded with said deeds in Book 982 Page 278. t(t PARCEL FIVE BEGINNING at an iron pin on the Southerly side of said f Denniston Place at a point two hundred ninety (290) feet [ Westerly from North Elm Street, the same being the Northwesterly corner of land now or formerly of James E. Ellis; THENCE running Westerly along said Denniston Place seventy and one-tenth (70.1) feet more or less to a stone bound; f111 Thence S. 256 W. along an open right of way two hundred ' s' x seven and six-tenths (207.6) feet more or leas to land formerly of W.A. Bailey; - 3 - s: , } 4 } S � May 10 05 11 : 35a Etheredge Steuer 413-585-8406 p• 3 PARCEL TWO a BEGINNING at a boundary stone at the Northwesterly corner of the land now or formerly of Nutting and Vogel on the Southerly side of Locust street, THENCE Northwesterly on *aid Locust Street twenty � (20) rods to a stone; THENCE South 261 45' West, sixty-nine (69) and 28/100 ! � { rods; THENCE South 83' East, thirty-one (31) and 56/100 rods; THENCE North 81 45' East, fifteen (15) and 12/100 rods; THENCE South 81 15' East, twent ` f,. ` Y-three (23) and 76/I00 rods to a stone; THENCE in a Northwesterly direction on land now or formerly of Nutting and Vogel thirty-three (33) and 88/100 rods to a. -tone; THENCE in a Northeasterly direction on said land now or formerly of Nutting and Vogel twenty-one (21) and 81/100 rods to the boundary stone first mentioned on Locust Street, being the place of beginning, f For title to Parcel Two, reference may be had to a deed from the Inhabitants of the City of Northampton to The �. Cooley Dickinson Hospital dated June 18, 1885 and recorded r with said deeds in Book 395 Page 241. ' PARCEL THREE BEGINNING at a stone bound on the Westerly side of Hospital Road at the Southeast corner of land now or formerly of The Cooley Dickinson Hospital; THE14CE, Northerly along the Westerly side of said Hospital Road and land now or formerly of The Cooley Dickinson Hospital one hundred ninety-nine and five-tenths (199.5) feet to a stone bound; i THENCE Easterly along land now or formerly of The Cooley Dickinson Hospital three hundred sixty-four and three-tenths (364.3) feet to a atone bound; 2 - May 10 05 11 : 35a Etheredge Steuer 413-585-8406 p. 2 SEE VaOk 6..�I PSG ' SEE i . PAGES SEA _ PAGE /J QUITCLAIM DEED THE COOLEY DICKINSON HOSPITAL, a Massachusetta charitable corporation, for consideration of ONE DOLLAR IS1.00) paid, grants to THE COOLEY DICKINSON HOSPITAL, INC., pA ��3 a Massachusetts charitable corporation with a mailing address of 30 Locust Street, Northampton, Massachusetts, 01060, with QUITCLAIM COVENANTS, the land, together with the buildings thereon situated in Northampton, i Hampshire County, Massachusetts, bounded and described as 7 follows_ PARCEL ONE BECINNING on the Westerly side of Elm Street at a point fifty (50) feet Northerly from the Northeasterly corner of land now or formerly of Ceorge N. Webber; THENCE Westerly in a line parallel with and distant fifty (50) feet from the Northerly line of said Webber's land three hundred sixty (360) feet along line of land now or formerly of the City of Northampton to a stone; THENCE Northwesterly along line of land now or formerly of the Cooley Dickinson Hospital to a stone in line with the hedge and three hundred sixty (360) feet distant from Locust Street; THENCE Northerly on line of land now or formerly of said Hospital's land three hundred sixty (360) feet to Locust Street; THENCE Easterly on said Locust Street to the corner of Elm Street; THENCE Southerly on said Elm Street to point of beginning. For title to Parcel One, reference may be had to a deed from Poster Nutting and John Vogel to The Cooley Dickinson Hospital dated June 22, 1885 and recorded with the•Hampshire District Registry of Deeds in Book 345 Page 243. I 1 3 i May 10 05 11 : 35a Etheredge & Steuer 413-585-8406 O 410p. 1 Etheredge & Steuer, Pc. MAY 1 0 2005 ATTORNEYS AT LAW 64 GOTHIC STREET d NORTHAMPTON, MASSACHUSETTS 01060' ti EDWARD D,ETFtGREDCG (413) 584-1600 SHELLEY STEVFR' ••^° `- - FA's (413) 585 8406 'ftiw Admltied in New York —d C.10-- !'ELECOPIER/FA.X COVER MEMORANDUM DATE: Nun-iber of Pages_y ---- /, FAX NO: t5 a�� _ SfBL Z Is9 PROM: Edward D. Etheredge REMARKS: �d� U U✓per' � /4,40 ., 44fi tJ �J�C �f • / I If there is a problem with receipt of this transmission,please call Kim Perm at(413) 584-1600. This facsimile transmission contains information which is strictly confidential and may also be subject to legal privileges. It is intended for the sole use of the individual or entity named above_ If the reader of this message is not the intended recipient,you are hereby notified that any use,duplication,disclosure or dissemination of,or reliance on,this communication or its contents is strictly prohibited- If you have received this transmission in error, please notify us immediately by telephone and destroy the original communication. IIIIIIIIIIIIIIIINW 04/09/2007 MON 13;10 FAX 8602822275 Smith Auto, Sprinkler X009/0pg Customs: Smith Avtomatic(W5 Bidwell Ave South Windsor,GT G A Fleet Associates•CT Office 2389 Main St.,Glastonbury CT 06033 Kim Proviii Phone 860.883.o213 Fax OSM55-1625 Contact Project: Codey Dickson Hospital Phone: 864282-24W Fax:aW282-2275 Quote No.: US-6012-228 Page No:4 Date: Wednesday,January 11,2006 Type: AEF-Horizontal Split r4me$ingte Stage Firo Item; 1 Pump Model: PsodW-SAEF14 Impeller No.: 2693456 Nom Speed: 1760 RPM, 60 Hz Fleclric Fluid: Water Impeller Dia.: 14.00 inch Temperature: 68 T Curve No.: 3136028 Viscosity: 1.007 cSt market; FMfUL/ULC Usted Fire Pump Sp-Gravity: 1 X00 Your Ref.. Dl-15.00 Inch, 102-14.00 inch, 03-13.00 Inch, D4-12.00 inch, Rates F� 750 U$gpm br11.00 inch Rated Head 80 psi 90 Imp-M. 14 inch Rated Pourer Requited 57.7 hp i Q Rated Pffici9noy 76.4% NFPA Limits: _ 1404`.Head at shutoff 126 psi 70 100 65%Head at 150°/6 58.5 psi flow Flow at 150% 1125 US gpm Head at 150% 76.928 psi a Poww Reci.at 1501Y. 61.7 hp , 0 Efficiency at 150% 82% W Peak Power 64,5 hp CWed Valve Head 92.1 psi ApprovaVLJsting UL 50- Commer:tzy------ 110 1 Performance curve represents typivt performance.NPSH data is not appikak"per 11199 NFPA 20 paragraph 2+9.3. D6 CL 80. 60 a0 EL 20 500 1,000 1,504 2,000 Flow-US qpm ....__ Pwrles+Pump C.rnpany-RAPID vB.io-1404 December 200L Of/09/2 007 MON 13;10 FAX 8602822275 Smith Auto, Sprinkler 2008/009 ca °° c0►� U3 w WL ti LL iL Pol d LO CO r T Y LO a a q O MA 4CI5 CD r T a ° ton a \V YI Ip cy CO r sY d y� •- t r � V �y e} c t1� Goa ca S zt E t a 96 CM 96 IL Co W UJ LAC ~ o Q MOO C31 as ap m � � � � J K] Ca ❑ �3 �^ Q O D C5 4 O CL .n r- r- r N d ii w as In � _ w w u� d a Y co r r po' � o Q W U - & Z a w w a CL o o LL, CL LLI _14 L u .°a u. n 0 ° D o c� � y�e� WdBir =z c.nn� tlt .�eG1 04110912007 MON 13:10 FAX 8602822275 Smith Auto, Sprinkler Z007/009 20-52 CENTRIFUGAL FIR£PUMPS PUMP ACCEPTANCE TEST DATA Refer to P&P F(A)--512.12&DS 3—7N PROPERTY OF INDEX NO. DIST,OFFICE ADDRESS o S cue ciTr :30 � aarE7_22_O 'I STATE X4 PLACO CODE SULUECT CONFERRED wrTm SH FT MANl1FAC FIER APPROVED SHO OR SERIAL NO. MO➢fIORTYPE PUMP HCRILdNTAL ❑VERTICAL �7��p� �C YES 0 NO �(�� $ � RA E➢ORM f1ATED NEAb F r(Pal} RATED RPil1 SU 10 FROM TANK S�iZE TANK HEIGHT VEFnCAL STATIC MANUFACTURER T SHOP DR SEFIMNO. IF DIST.DISCH. ANGLE � APPROVED Ve TYPE GAUGETO I=1' ANGLE ❑YES - WATER PUMPING DRIVE MOAELORTYPE NO ❑NO LEVEL FT 0SMOCTH ❑ROL)Qm M FAC EA PPROVE SHOP OR SERIAL NO, I MODEL O � RATEDH.P, d RAIFD/ G {' 8S YES 1-a 6v DRIVER ELECTRIC V LT NG V RATED Fl-AMPS AMPSAT I60% PHASE? CYCLEB S6 EFAGMR MOTO14 3 ❑ ENGINE ❑EN WE ❑ENGINE ❑TURBINE ��BURESSN GOVERNOR �tNbEPENpBtT ❑STEAM PRESS CONYtWL1 ER A VHr O APPR sVEDD NO START •J y pgl Spsi JOCKEY PLWP i OR SERIAL NR M R rypE ❑MANUAL ❑PRE35 tlROP YES ON f-- 5} ClI % ,/5 JO ar ZS AIFTO []WATER FLOW AUTO ❑NO OFF: SPEED bISCHAR6E Sl1CT10N NET HEAD STREAMS ALONS P"CENT# STEAM PRESSURE RPM PREPSI 1 PR PEPSI PSI NO, S1ZE PRESSURE VIE PER MINUTE CAPRATED ACITY VOLTS AMPS T71ROTME CHEST 14113 5 79S ►�5 -7� '" Q q 55 U ta 6 .7 &7 Raatl:gs marW(.)In suden column wo heads a6ere atrno:yl�re,416ep meMatl(_)are Ima For von"shag Dumps oink auction preaauro end net head read ng: 41 1� 180 14p 140 120 I 120 1 100 m m { 80 80 m ti 60 60 40— r 40 20 20 I 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 Percent ratan caeacity Plot tllechflrge proaBtJro and net tlentl cyrvea for Ror{zpnlal shaft Pump,Far yertrc:l shaft pump,pbt bwMrpe proseure curvo.For elaM,"d*ork pump,plot ampem curve alee. 10.419-T1)ENG1Nl:EFiING PfS{F[TEO IN U3A - (COUrtesy of Factory Afutua!Res@aroh Corp.) Figure A-11-2.6.3(f) Pump oCCeptancc rest data. 1996 6a;t;ar, 04'1109,'2007 MON 13;10 FAX 8602822275 Smith Auto, Sprinkler 2006/009 SY571M ACCEPTANCE 14-19 HYDROSTATIC:HYDROSTATIC TESTS SHALL BE MADE AT NOT LESS THAN 200 PSI(13.6 EAR)FOR 2 HOURS OR 90 PSI 13.4 BAR)ABOVE STATIC PRESSURE IN EXCESS QF 1W P&(102 BAR)FOR 2 HOURS, TEST DIFFERENTIAL.DRY PIPE VALVE CLAPPERS SHALL BE LEFT OPEN DURING TESTTO PREVENT DAMAGE, DESCRIPTION ALL ABOVEOROUNDPIPINGL6AKAGE SHALL BESTOPPED. PNEUMATIC;ESTABLISH 40 PSI(2.7 BAR)AIR PRESSURE AND MEASURE DROP,WHICH SHALL NOT EXCEED 1'F PSI(0.1 BAR)IN 24H OUR,$.TEST PRESSU RE TANKS AT NORMAL WATER LEVEL AND AIR PRESSURE AND MEASURE AIR PRESSURE DROP,WHICH SHALL NOT EXCEED 1�1.PSI(0-1 BAR)IN 24 HOURS. ALL PIPING HYDROSTA71CALLY7ESTED AT 0 PSI FOR_�L HRS IF N0,STATE REASON DRY PIPING PNEUMATICALLY TESTED❑ YES ❑ NO EQUIPMENT OPERATES PROPERLY ;RYES ❑ NO DOYDU CERTIFY AS THE STANDPIPE CONTRACTOR THAT ADD[TIVES AND CORROSIVE CHEMICALS, SODIUM SILICATE,OR OERIVATNES OF SODIUM SILICATE,BRINE,OR OTHER CORROSIVE CHEMICALS WERE NOT USED FOR TESTING SYSTEMS OR STOPPING LEAKS? �3 YE9 ❑ NO TESTS DRAIN READINOOF GAUGE LOCATED NEAR WATER RESIDUAL PRESSUREWITH VALVE IN TEST TEST SUPPLY TEST CONNECTION PSI I CONNECTION OPEN WIDE PSI UNDERGROUND MAINS AND LEAD-IN CONNECTIONS TO SYSTEM RISERS FLUSHED BEFORE CONNECTION MADETO 97ANDPIPE PIPING. VERIFIED BY COPY OF THE U FORM NO.BsB 0-YES Q NO OTHER EXPLAIN FLUSHED BY INSTALLER OF UNDER- GROUND STANDPIPE PIPING Q YES ❑ NO BLANKTESTINO NUMSERUSED LOCATIONS NUMBER REMOVED WELDED PIPING 'YES 0 NO IF YES,.. DO YOU CERTIFY AS THE STANDPIPE CONTRACTOR THAT WELDING PROG EDUR ES COMPLY WITH THE REQUIREMENTS OF AT LEAST AWS 010.9,LEVEL AR-37 5C YES ❑NO WELDING DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN COMPLIANCEWITH THE REQUIREMENTS OF ATLEASTAWSD10.9,LEVELAFI-37 [YES O NO DOYDU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED QUALITY CONTROL PROCEDURETO ENSURETHAT ALL DISCS ARE RETRIEVED,THAT OPENINGS IN PIPING ARE SMOOTH,THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED,AND THATTHE INTERNAL DIAMETERS OF PIPING ARE NOT PENETRATED? (9]YES ❑NO CUTOUTS OONOUCHRTIFYTHATYOUHAVEACONTROLFEATURETOENSURETHATALLCUTOUTS(DISCS)ARE (DISCS) RETRIEVED? JK YES ❑ NO HYDRAULIC DATA NAMEPLATE PROVIDED IF NO,EXPLAIN NAMEPLATE 19 YES ❑NO DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: REMARKS NAME OF NAME OF CONTRACTORS ~ Oar SPRINKLER; ADDRESS Sa uth. Ltl c n C"T STANDPIPE CONTRACTOR STATE LICENSE NUMBER(IF APPLICABLE) SYSTEM PROPERTYOWNER__ TITLE DATE,_,,,,.,_ OPERATING SPRINKLERISTANDPIPE CONTRACTOR TITLE DATE TEST WITNESSED BY APPROVING AUTHORITIES TITLE _ DATE ADDITIONAL EXPLANATION AND NOTES (NI'PA 14,3 at 3) �GURf3 71.1.3(a) C�inlinlced 20W Edilon • 04110912007 MON 13,10 FAX 8602822275 Smith Auto, Sprinkler �005J009 14-1$ INSTALI.AMN OF STANDPIPE AND IIOSE SYST 'CIS CONTROL VALVE DEVICE TYPE SIZE MAKE MODEL TIME TO TRIP THROUGH REMOTE HOSE VALVE_MEN_SEC WATER PRESSURE--AIR PRESSURE TIME WATER REACHED REMOTE HOSE VALVE OUTLET MIN_._.__.... SEC TRIP POINT AIR PRESSURE PSI ALARM OPERATED PROPERLY YES ONO IF NO,EXPLAIN TIME WATER REACHED REMOTE HOSE VALVE OUTLET- MIN SEC HYDRAULIC ACTIVATION [�:3 YES ELECTRIC ACTIVATIONnYES PNEUMATIC ACTIVATIQN Q YES lip fr/y MAKEAND MODEL OF ACTIVATION DEVICE I ip f('L 1r UJLI7GY f w x wA fd�A —E EACH ACTIVATION DEVICE TESTED YES ONO IF NO,EXPLAIN EACH ACTIVATION DEVICE OPERATED PROPERLY }YES ❑NO IF NO,EXPLAIN PRESSURE-REGULATING DEVICE NONFLOWING(PSI) FLOWING(PSI) LOCATION&FLOOR MODEL INLET OUTLET INLET OUTLET GPM ALL HOSE VALVES ON SYSTEM OPERATED PROPERLY YES CJ NO IF NO,EXPLAIN �r (NFPA 14,2 91 3j FIGURE l.a.x.3(a) Cunfinued 2003 Edition 04!09/2007 MON 13;09 FAX 8602822275 Smith Auto, Sprinkler �004�009 i SXSTEMACMTANCE 14-17 Contractor's Material and Test Certificate forAboveground Piping Standpipe SyStOm NFPA 14 PROCEDURE Upon compmtion of work,inspection and teats snarl be made by the contrador's representative and witnessed by an avrnees representative. All delCds chWI be corrected and eyetem left in y;O-iva before corttractora personnel linslly foavo the job. A certHicats ahall be tines 0-I and signed try both repreaentativen.Copies shall be prepared for approving authorities,owners,and c4introctor.If is understood the owner's repeo"ritalive's signature In no way prelLdleeS any claim against oontractor for taulty materlsl,pour worInansh R orfaaure to comply With approving authority'a requlrements or local Ordinances. PROPERTY NAME.0 A D DATE �' Lp_f 6 PROPERTY ADDRESS [ ACCEPTED BY APPROVING A THORITIES(NAMES} ADDRESS PLANS INSTALLATION CONFORMS TO ACCEPTED PLANS YES Q NO EOUIPMENT USED IS APPROVED OR LISTED YES E] NO IF NO,EXPLAIN DEVIATIONS AUTOMATIC-DRY ❑ YES AUTOMATIC-WET YES TYPE OF SEMIAUTDMATIC•DRY Q YES SYSTEM MANUAL-DRY Q YES MANUAL-WET ❑ YES COMBINATION STAND PIPE/SPRINKLER DK YES OTHER,IFYESEXQQPLAIN u Q YES DATA USED FOR MANUF CTUDRER&&' MODEL�� ] DESIGN AND TYPE ELECTRIC Q DIESEL O OTHER.EXPLAIN^,.,,. AS SHOWN p ON PLANS RATED GPM ?X6 RATED PSI_-_ [O SHUT-OFF PSI �7 D WATER SUPPLY PUBLIC WATERWORK$SYSTEM Q STORAGETANK ❑ =AVITYTANK Q OPEN RESERVOIR Q SOURCE OTHER Q EXPLAIN C APACITY, GALLONS IF PUBLIC STATIC P31 RESIDUAL PSI FLOW IN WATERWORKS GPM SYSTEM: HAVE CO PIES ❑SYSTEM COMPONENTS INSTRUCTIONS Q CARE AND MAINTENANCE OF SYSTEM C NFPA 25 OFTHE FOLLOWING ❑COPY OF ACCEPTED PLANS ❑ HYDRAULIC DATAfCALCULATIONS BEEN LEFT ON THE PREMISES? MAINWAYERFLOW SHUFOFFLOCATION Tap SUPPLIES BUILDING(S) NUMBER OF6TANDPIPEAME73S��. DO ALL STAND PIPE RISERS HAVE BASE OF RISER SHUT-OFF VALYES7 K YES d NO VALVE LOCKEDOPENQ SEALED AND TAGGEDO TAMP ERPROOFSWITCI;IW CTHERO IFOTHER,EXPLAIN SUPERVISION TYPE OF PIPE PIPE AND FITrIraG$ TYPE Or FITTING$ 1 BAG KFLOW A)DOUBLE CHECK ASSEMBLY'tg SIZE 4� MAKE AND MODEL Ah%,p S ,3`00 Q PRIEVENTOR B)REDUCED-PRESSURE DEVICE Q (NFPP 1�,1 of 71 FIGTTRIE 11.1.3(x) Sample Contractor's Material.and Test Certificate for Abovegrotmd Piping. 2003 Edition 04,109/2007 MON 13;09 FAX 8602822275 Smith Auto, Sprinkler X003/009 { OPERATION ❑ PNEUMATIC ❑ ELECTRIC ❑ HYDRAULICS 1 PIPING SUPERVISED ❑ YES Cl NO IDETIECTING MEDIASUPERVISED ❑ YES ❑ NO DOES VALVE OPERATE FROM THE MANUAL TRIP,REMOTE OR BOTH CONTROL STATIONS? © YES ❑ NO DCUJG6& I$THERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT FOR TESTING IF NO,EXPLAIN PPERCTION ❑ YES ❑ NO VALVES p£S EACH CIRCUIT OPERAT DOE6 EACH CIRCUIT MAKlMUM TIME TO MAKE MODEL SUPERVISION LOSS ALARM OPERATE VALVE RELEASE OPERATION RELEASE YES NO YES NO MIN. SEC. LOCATION AND MAKE AND RESIDUAL PRESSURE PRESSURE FLOOR MQDEL SETTING STATIC PRESSURE LOWING) FLOW RATE REDUCING VAWE TEST 114LET sl OUTLET(psi) INLET si OUTLET SI FLOW m HYDROSTATIC:Hydrostatic tests shop W rnadA at rwt less than 200 psi(13.6 bars)for tAQ hour:or$0 psi(3A bars)above static pressure In excess of 950 psi(102 bars)forbNo hours,Differential dry-pipe valve clappers shall be left open during test to prevent damage. TEST All aboveground piping leakage shall be stopped. DE$CRIPTiON FNEUMATiC:Establish 40 psi(2,7 bars)air pressure and measure drop,which shall not exceed 1.912 psl(D.1 bars)In 24 hours,Test premire tanks at normal water level and air pressure and M*Wj a air pressure drop,which shall not exceed 1-112 psi(0.1 bars)In 24 hOUrs. ALL PIPING HYDROSTATICALLY TESTED A l FOR RS. IF N0,STATE REASON DRY PIPING PNEUMATICALLY TESTE❑ YES ❑ NO EQUIPMENT OPERATES PROPERLY ❑ YE$ ❑ NO DERIV RAVES OF SODIUM SILICATE,BRINE,OR OTHER CORROSIVE CHEMICALS WERE NOT USED FOR TESTING SYSTEMS AND STOPPING LEAKS? YES ❑ NO ORAIN READING OF GAGE LOCATED NEAR WATER SUPPLY RESIDUAL PRESSURE WITH VALVE TEST TESTS TEST TEST.CONN!CTION: si CONNECTION OPEN WIDE, psi Undergrnud mains:and lead in CWneetiom to system risers tkrehed before connection moo to Spunkier piping, ERIFIED BY COPY OF THE CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FORU.G.PIPING � S ❑ NO FLUSHED BY INSTALLER OF UNDFRGROUND SPRINKLER PIPING S ❑ NO OTHER: EXPLAIN: IF POWER-DRIVEN FASTENERS AR$USED IN CONCRETE,HAS Cl YES G NO Ni REPRESENTATIVE SAMPLE TESTING SEEN SATISFACTORILY IF NO,EXPLAIN: COMPLETED? BLANK TESTING NUMBER USED LOCATIONS: NUMBER REMOVED GASKETS WELDED PIPING YES ❑ NO IF YES... 00 YOU CERTIFY AS THE SPRIRMO_ER CONTRACTOR YHAT WELDING PROCEDURES COMPLY WITH THE REQUIREMENTS OF AT LEAST AWS 82.1 /YES ❑ NO DO YOU CERTIFY THAT TH@ WELDING,WAS PERFORMED BY WELDERS QUALIFIED IN WELDING COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST AWS 62.1 Y ES ❑ NO DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED QUALITY CONTROL PROCEDURE TO INSURE THAT ALL DISCS ARE RETRIEVED,THAT OPENINGS IN PIPING ARE SMOOTH,THAT SLAG AND OTHER �f W6LDTNG RESIDUE ARE REMOVED,AND THAT THE INTERNAL DIAMETERS OF 3[ YES 0 NO PIPING ARE NOT PENETRATED // CUTOUTS DO YOU CERTIFY THAT YOU HAVE A CONTROL FEATURE TO ENSURE THAT ALL CUTOUTS(DISCS)ARE RETRIEVED? YES ❑ NO HYDRAULIC NAMEPLATE PROXES IF NO,EXPLAIN NAMEPLATE DATA ❑ NO REMARKS DATE LEFT IN S5RVpt WITH CONTROL VALVES OPEN: NAME OF s* KLER CON RACTOF2 SMITH AUTOMATIC SPRINKLER TEST WITNESSED 9Y: SIGNATURES FOR PROPERTY OWNER(SIGNED) TITLE ATE FOR INKLE (SIGh1ED) TITLE L Foreman ADDITIONAL EXPLAINWION AND OTES 04, 09/2007 MON 13;09 FAX 5602822275 Smith Auto, Sprinkler �002�009 CONTRACTOR'S MATERIAL TEST CERTIFICATE FOR ABOVEGROUND PIPING PROCEDURE Upon Completion of work,inspection and tests shall be made by 1110 00ntraGtor's representative and wltneSSed by an oWnclr repr'osonlative. All derCCts shall bo corrected and system left in service l oontractofs personnel finally leave the Job. I A,certificate shall be filled out and signed by both roprosentatives.Coplea shall ye prepared for approving authorities,owners and contractor. It is understood the owners representative's signature in no way preJvdlces arty claim against contractor for faulty materlal,poor workmanshlp, j or Mill to Coniply with 8l authori 's requirements or Ioc-31 ordlOanCOS. PROPERTY DATE: PROPERTY Al C AZ ACCEPTED BY APPROVING AUTWORITY('S)NAMES ADDRESS PLANS INSTALLATION CONFORMS TO ACCEPTED PLANS �YE$ ❑ NO EQUIPMENT USED IS APPROVED /// YES ❑ NO IF NO,EXPLAIN DEVIATIONS: _. AS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION YES ❑ NO OF CONTROL VALVES AND CARE AND MAINTENANCE OF THIS NEW EQUIPMENT IF NO,EXPLAIN INSTRUCTIONS HAVE COPIES OF THE FOLLOWING BEEN LEFT ON THE PREMISES? 1. SYSTEM COMPONENTS INSTRUCTIONS /YES El 140 2.CARE AND MAINTENANCE INSTRUCTIONS /!! YE$ ❑ NO 3.NFPA 25 YES ❑ NO LOCATION SUPPLIES OF SYSTEM,,- / MAKC MODEL YEAR MANUFAC T UR ORIFICE SIZE QUANTITY TEMPERATURE RATING SPRINKLERS j PIPE AND TYPE OF PIPE: /� ]� p� _:-(gyp FITTINGS TYPE OF FITTINGS: `"u 1 / ALARM DFVICE MAXIMUM TIME TO OPERATE THROUGH TEST PIPC ALARM TYPE MAKE MODEL MINUTES SECONDS VALVE OR FLOW INDICATOR. DRY VALVE 0,0.0, MAKE MODEI, SERIAL NO. MAKE MODEL, 5GRIAL NO, TIME TO TRIP TIME WATER ALA THRU TEST WATER AIR TRIP POINT RCACHED OPERATED DRY PIPE CONNECTION'-' PRESSURE PRESSURE AIR PRESSURE TEST OUTLET t•s PROPERLY OPERATING MIN. SEC. PSI PSI PSI MIN. SEC. YES NO TEST Q.0 D. 17,0 D. IF NO,EXPLAIN. Measured from l Inspeeto(s test Connection is opened Ill 13 only requires the 60-second limitation in specific cases ' '04/09/2007 MON 13,09 FAX 8602822275 Smith Auto, Sprinkler boi 1009 � l�� Smith Automatic Sprinkler* M O, ' r IN 11 0 101 Bidwell Road 111■11111[►. 'In ( ■ IN al South Windsor,CT 06074 Oki i I I I 1111 , Telephone: 860-282-2488 MMSMIH A 70=� NKLER= Fax; 860-282-2275 NE11111,ti111WAR�111IN E-mail: steve@smithsprinklor.com FAX TRAIISMI f i To: Barr&Barr Attu: Bill Fax#: 413 587 0917 Pages: 9 From: Steve Corcoran Date: Apjjl 9,2007 Re: Coole Dickenson Dios . MESSAGE: Bill, This is what I have so far. NFPA 13 aboveground NFPA 14 Standpipe NFPA 20 Fire Pump Copy To: Transmittal No. SMITH AUTOMATIC SPRINKLER - DESIGN - INSTALLATION - REPAIR SMITH AUTOMATIC SPRINKLER IS A TRADE NAME USED BY WOLVERINE FIRE PROTECTION CO. Page 1 of 1 Aquadro, Bill From: fbongen @peedesspump.com Sent: Monday, April 09, 2007 3:13 PM To: Kimgafleet @aol.com Subject: 5AEF14 Sn 690382, FM Approval Kim I have discussed the FM approval for the 5AEF14 pump (Serial Number 690382)at 750 Gpm at 90 Psi at 1760 Rpm with our Horizontal Pump Product Manager. He assures me that the pump is indeed listed for the condition point as verified by the FM January 2007 Approval Guide Page 3-50. The FM guide lists this pump for 50-94 Psi at 750 Gpm running at 1760 Rpm By copy of this email to our Horizontal Customer Service Department, I'm requesting they provide you with a new nameplate listing both the UL and FM listing and approvals. Frank Bongen Sales Engineer, Ph: 317-924-7226, Fx: 317-924-7202 Kimgafleet@aol.com To fbongen @peerlesspump.com cc 04/05/2007 02:36 PM Subject emergency,Cooley dickson see attached 690382 Kim Previti Fire Protection Division Cell: 860-883-0213 Fax: 860-659-1625 See what's free at AOL.com. [attachment"Smith Automatic Cooley Dick Rev 1-10.PRX deleted by Frank W Bongen/ENG/Peerless Pump] 4/9/2007 Page 1 of 1 II ,y. A 4 ., „ w http://pictures.sprintpcs.com/mmps/RECIPIENT/000_0974d83ab653fea0_1/2.jpg?partExt... 4/20/2006 Product CP 672 Product description i CP 672 • A sprayable fire-rated mastic for construction joints where i Speed Spray maximum movement is required Technical Data Product features At 73°F(23.0)and 50%relative humidity It� r • Contains no halogens,solvents or asbestos i Density • Water based,easy to clean Approx.9 Ill(1.27 Q/cm) • Sprayable or apply by brush f Red Color ' Areas of application i • Top-of-wall joints Application temperature j 401 to 90°F(5 C to 32°C) - • Curtain wail/Edge of stab Temperature resistance • Expansion joints 35°F to 120°F(2•C to 49•C) For use with Consistency • Cnncrete,masonry and gypsum wall assemblies Sprayable Liquid Wall and floor/wall assemblies rated up to 4 hours Chemical basis =; system Advantage lr Customer- Latex based dispersion • Maximum 1lexibpity;exceeds 500:cysle Examples Wbddng time r requirements tRAppoval): Where a gypsum wall assembly meets the underside of a } 30-45 minutes (ASTM E 1398;&UL 2079), metal or concrete deck 1 Curing time • Quick and:easy.thstallatlb�with the • Where a concrete floor assembly meets with non-rated exterior ' 24 hours i Spray Tech EP251O'Sprayer'can save wall(concrete,glass,etc,) I Ph-value i you time and money . Where two concrete floor/wall assemblies meet i Approx.8.0 i • CP 672 Speed Spray contains no ? Movement capability j halogens,solvents or asbestos iE Complete Top of Wall I Up to 50% is safe to use and won't harm the — environment j Surface burning characteristics (ASTM E 84-00 • Water based tormpiaignsospiltsand_ Firestopping Solution! Flame spread:5 over-spray cleanup qurckand-eas�f." i Smoke development:5 Sound transmission classification Installation instruction for CP 672 j (ASTM E 90-99) 55 Opening When making a seat using Hihi CP 672 Fireslop Joint I .. t.Clean the opening. Surfaces to which CP 672 wilt be Spray,please refer to the UL Fire Resistance Directory or i AFttiDtrals `• applied should be cleaned of loose debris, dirt, oil, the Hilt!Frestop Manual for complete details,including I IC80 Evaluation Service,Inc. moisture,frost and wax. restrictions as to joint size,type and thickness of wall or Report No.ER-5614 AppNCatian of firestop spray floor movement capabilities,etc. California State Fire Marshall 2.Mineral wool packing:install the prescribed back filling Not to be used— I Listing No.1451-1200:114 Listing No.1452-1200:109 material type and depth to obtain desired ratting. fi areas underwater � mf - i 3.Application of firestop spray: Apply CP 672 to the • On hot surfaces(above 200°F) City of New York MEA 99-99-M,Vol.11l required depth in order to obtain the desired rating. Make sure CP 672 contacts all surfaces and overlaps Safety precautions MEA 132-01-M,Vol.III beyond all surrounding surfaces(Refer to UL System). • Keep out of reach of children i Spray Tech EP2510 pumps have been successful in • Always wear suitable eye protectbn and gloves i Tested in accordance with applying CP 672 Frestop Joint Spray.Hilti recommends •UL 2079 the use of the Spray Tech EP2510 CP 672 Sprayer. • Read the Material Safety Data Sheet ; •ASTM E 1399 CP 672 may also be brushed on with a paint brush. Storage •ASTM E 84 Contact Hilti Technical Suppon for more information. Store only in the original packaging at temperatures 4.Curing time:Allow 24 hours(Q 73°F/23°C)for the 40°F to 77°F(5°C to 37`gi Intemationally tested and approved CP 672 to fully cure. • Observe expiration date on package 5.Identification: For maintenance reasons all CP 672 applications can be permanently marked with an identification plate and fastened in a visible position next r .s+.�, o fib i:SL.40D OR fA1�nY WQriWI © to the seal. roRtsr:MAWSnress Notice about approvals I G e5 W""m""EUa" i - i ® i APPROVED - iii•. 7.Clean opening 2,Pack in mineral woof 3.Spray or brush on 4.Allow CP 672 to cure 5.Fasten identilkatfon i CP 672 plate(drequired) ©latest product information: www.us.hrlti.com s ©ordering information see page: 31 Saving Lives through innovation&education I Hilt Firestop Guide 2003--2004 1 1-800-879-0000 1 vvww.us.hilti.com ['_WT7FM 21 : == Y respiratory Eye,skin, and res irato conditions. - - Flush with plenty of water while holding eyelids apart Avoid rubbing the eyes as mechanical abrasions can occur. Call a physician if symptoms persist. � _.. Wash with soap and water. Launder clothing before reuse. _ Move to fresh air. No ill effects expected. Referral to a physician is recommended if there is any question about the seriousness _:_ of the injury/exposure. MCI = General natural or mechanically induced fresh air movements Itfit Safety goggles recommended to prevent fibers from irritating the eyes. -= Cloth gloves and long sleeves to protect skin from irritating fibers. Use local exhaust and/or a NIOSH-approved dust respirator when air movement is inadequate to control dusts/fibers below recommended exposure levels. Avoid generating dusts / fibers. Wear appropriate personal protective equipment. w Store away from moisture; keep dry. Not applicable. _~ This MSDS has been prepared in accordance with the federal OSHA Hazard Communication Standard 29 CFR 1910.1200. �.'. = Health 1, Flammability 0, Reactivity 0, PPE B Gloves, Goggles) Not regulated. Chemical components listed on TSCA inventory. This product does not contain any toxic chemicals which are subject to reporting under Section 313 of SARA Title Ill (40 CFR Part 372)_ s- = Not regulated by EPA as a hazardous waste. lig Consult with regulatory agencies or your corporate personnel for disposal methods comply with local, state, and federal safety, health and environmental regulations. Mill_ . ii 011 Egli 1 8008798000 .. �:r�wi� 1 soo 879 a000 ' 1 800 879 6000 Steve Gerrard (x6309) Jerry Metcalf (x6704) ti 1 800 424 9300 (USA, PR, Virgin Islands, Canada); 001 703 527 3887 (other countries) The information and recommendations contained herein are based upon data believed to be correct; however, no guarantee or warranty of any kind expressed or implied is made with respect to the information provided. MSDS 285, Page 2 of 2 moommaw MSDS No.: 285 Revision No.: 001 ® Date: 03/02/01 Page: 1 of 2 Product name: CP 777 Speed Plugs Description: 2"or 3" x 36"deck plugs; Mineral wool, rook wool, synthetic vitreous fiber Supplier: Hilti, Inc. P.O. Box 21148,Tulsa, OK 74121 Emergency#(Chem-Trec.): 1 800 424 9300 (USA, PR,Virgin Islands, Canada); 001 703 527 3887(other countries) _ WiNifff 5 Ingredients: CAS Number: PEL: TLV: STEL: Synthetic vitreous fiber NE NE 1 fiber/cc NE Phenolic resin 25104-55-6 NE NE NE Lubricant 08012-95-1 NE NE NE Abbreviations: PEL=OSHA Permissible Exposure Limit TLV=ACGIH Threshold Limit Value.STEL=Short Term Exposure Limit. NE=None Established. NA= Not Applicable. - . ,i.,.- c _ 2"or 3"x 36"yellow plugs. � i , None. ^ Not applicable. - Not applicable. - _ Approx.2000°F Not applicable. Not applicable. qi°` Insoluble. Not applicable- -. . _ �`L-_>� Not determined. °° - - - - - _ _E3 y Not applicable. MIN Not applicable. As appropriate for surrounding fire; material does not bum. Soak cartons to help prevent the spread of fire. Use a self-contained breathing apparatus when fighting fires involving chemicals. None known. Stable. Wril not occur. ' Strong acids. Thermal decomposition products can be formed at temperatures exceeding 2000° F. Thermal decomposition can yield CO and COZ. yt None known. Acute: Eye, skin and respiratory irritation. Chronic: Respiratory impairment. Inhalation, Dermal. Eyes: Mechanical irritation. Skin: Itching, irritation. Inhalation: Nose, throat and upper respiratory tract irritation. _ Rock wool and slag wool have been classified by the IARC as Group 26 (animal) f � carcinogens. Studies of workers at slag wool plants were inconclusive. Recent _ animal studies show that an changes associated with long-term inhalation of high Y 9, g 9 - n -- �,._�-.-�_.,.. concentrations of slag wool are reversible(i.e. non-carcinogenic). HILTI 0 is a registered trademark of Hilti Corp. } _S eed Plugs CP 777 Hilti Speed Plugs & Speed Spray...The Tops in Top of Wall Systems! "tq" EASY FULL COVERAGE SUPERIOR FINISH One step installation... Pre-cut flute configuration Smooth surface allows for quick Simply cut to length and install. leaves no gaps or voids. and cost effective coverage with Him Speed Spray. Saves Time and Money! Castle Cutting l 50 MINUTES l Conventional Mineral Wool 35 MINUTES Hilti Speed Plugs t 1 1 'Based upon 40 linear feet of installation 60%Faster than Castle Gutting 43%Faster than Conventional Mineral Wool Complete 11 of 1 1 Less Waste Reduces material waste by up to 20% Clean Preformed to help reduce fibers and dust Flexible Easily compresses for quick installation Safe to Use Contains no asbestoslinorganic,will not mildew Unsurpassed Protection UL listed systems Package Description Cola cordents Volume Item No. ., cP 777 2"Speed Plug yellow ((118)6 Ib plugs 2"x 4.5"x 5.5"x 36" NA /0y0�34409999p8 CP TT!3"SpeedRkS . yellow hl} ftt"plugs 3"x;5"x 7"x.36" NA 003469119 CP 672 Speed spray red 5 gallon pail(19 filler) 1155 in' 00336660 Z5/0 KA -0 NA OWN123_;_ P.O.Box 21148,Tulsa,ON 74121-1-800-879-8000(US)•www.us.hitti.com or 1-800-3634458(Canada)•www.ca.hilli.com cwwwd Qu eur Sys,„ HIM is an equal opportunity employer.•HIM is a registered trademark of HIM.Corp. CCopyright 2001 by HIM,Inc.H211-00096248.312001 The data contained in this literature was current as of Ne dale of Updates and c s may be made based on SO mot °'zaoor Puhlication. f� I1e'9e Y nev rw.iz�ss-ax later�in4.If verification is needed Nat the data is still current,please cores Ole Hil i Technical Support Specialists at 1-804-879-8000. expertise.in every case. I . Nonhbreck,Illinois•(84?> 272-zS800 Melville,New York•(631) 271--8200 Santa Clam,Calaomca•(408) 985-2406 Research Triangle pant, North Catatina•f9t9) 549-1400 UL Underwriters Laboratories Inca% camas,Wasningor•(3E0? 817-5500 CERTIFICATE OF COMPLIANCE CERTIFICATE NUMBER: 100901-RI3081 ISSUE DATE: September 10,2001 Page 1 of 1 Issued to: Hilti Construction Chemicals,div.of Hild Inc. 5400 S 122nd East Avenue Tulsa,OK.7 1-46 Report Reference: R130811 June 20t 20At. This is to Certify that representative samples of CP777.5 ed'Plugs a Have been investigated by,Unde-rwriters L:abtx accordalnce:lvith the Standard(s) indicated on this Certificate. Standard(s)for Safety ANS))UL 207„ lasts fax Fire Resistance of wilding Joint Systems. Y- Additional Itiformatitsn Cl'777 Speedl' js�tentle" ",f['r use 2(s a Classi&d Forming Material for use in aaint Syster c I¢s 3I W=D-0042,HW-,; 11 5;14IVi1-D-0046,�iW-ll-0080, HkG'.-D ODS1�fiWD=0087,HCG-D-�154 acid EIX'-D 0155 as specified in UI's Fire-'Re�sstaru Dfie ory Voitune 2. Only those products bearing the UL Classification Marking should be considered as being covered by UL's Classification 0d Follow-up Service 'I'he UL Classification Markin( indud�a.'ill.in a crrrJe bymko .. �vttlru ward"CLASSIFIED" (as shown);a cantrr�l numlxr(may he alpltanumenc)assigned by UI a st�temcnt ro in the ezteiit otJi.'3evaluation of the product;and,the product catclory name(product identity)as indicated in the apprc4)riatc UI..Directory. • Engineer: Review Engineer: N.. _ Ro er S.Lu Richard N.Walke Underwriters ra orit Inc. Underwriters Laboratories Inc. i A net-for-profit organization dedicated to public safety and commifted to w-awy service System No. HW—D-0042 AM" Ratings — 1 and 2 Hr (See Items 2 do 3A) 8 Joint Wxith — 1 In. Max Class ll Movement Capabilities — 50% Compression or Extension AL Light Gauge framing'-Slotted Ceiling Runner As an alternate to the ceiling runner in Item 2A, slotted ceiling runner to consist at galy steel channel with slotted flanges sized to accommodate steel studs (Item 20). Slotted ceiling runner installed perpendicular to direction of fluted steel floor units and secured to valleys with steel fasteners spaced max 24 in. 0C. SUPTRACK SYSIM INC -- --SLP-TRY A2 . tight Gauge Framing Vertical Deflection Ceiling Runner As an ofternole to the ceiling runners in Item=_ 2A and 2.41, vertical deflection ceiling runner to consist of qolv steel channel with slotted vertical deflection clips mechanically fastened within runner. Stotled clips, provided wish step bushings, for permoneni fastening of steel duds. Flanges sized to occommr.dole steel studs (Item 2B). Vertical deflection ceiling runner installed perpendicular to direcl.irn of fluted steel floor units and secured In valleys with steel losleners spaced max 24 in OC THE STEEL NETVIORK INC -- 'derliTrock VTD250, VTD358, ViD400, VTD600 and VT0800 B. Studs Steel studs to be min 2-1/2 in. wide. Studs cut 1/2 to 3/4 in. less in length than assembly height with bottom nesting in and resting on floor runner and with top nesting in ceiling runner w•ithoul attachment. When slotted ceiling runner (Item 2A1) is used, steel studs secured to slotted ceiling runner with No. 8 by 1/2 in. long wafer head steel screws of midheight of slot on each side of wall. Stud spacing not to exceed 24 in. CC. When vertical deflection ceiling runner (item 2A2) is used, steel studs secured to slotted vertical deflection dips, throuoh the bushings, with steel screws at midheight of each slot_ Stud spacing riot to exceed ?4 in. OC . C. Gypsum Board* Gypsumboard installed to a min total thickness of 5/8 in and 1-1/4 in, on each side• of well for I and 2 hr rated assemblies, respectively 'Nall to be constructed as specified in the individual Wall and Parblien Design in the UL Fire Resistance Directory, except that a max 1 in. cap shall be maintained between the top of the gypsumboard end the bottom of the steel floor units and the top row of screws shall be installed into the studs 3-11/2 to 4 in. below the lower surface of the floor. 3. Joint System Moe separation between bottom of floor and top of wall at time of instollation of joint system is I in. The joint syslem is designed to accommodate a mox 50 percent compression or extension from its installed width. The joint syslem consists of forming material and o fill material, as follows: A. Forming Materiall' Min 3 prf densily mineral wont boll insulalion cut opprox 25 percent wider ihnn the flutes and with n length approx equal io the overall thickness of the wolf. Multiple pieces stocked on top of each niher, as needed, and then compressed 50 percent in thickness and inserted into the ]lines of the sleet flryr units above the top of the ceiling runner. The mineral wool bolt insulation is to project beyond each side of the ceiling runner, flush with wail surfaces. Nom 5/8 in. and 1-1/4 in, wide strips for I and 2 hr rated assemblies, repectively, of min 8 pcf mineral wool bolt insulation ore to be cut to fill the gap between the top at the gypsumboord and bottom of the steel floor units. The strips of mineral woof are compressed 50 percent and lightly packed, cut edge first, into the gap between the top of the gypsumboord and bottom of the steel floor units on both sides of the wall. ROCK WOOL MANUFAMRING CO -- Delta-8A B. Ftl, Yoid or Cavity Material* Min 1/8 in, wet thickness of fill material sprayed or troweled on each side of the wall to completely cover mineral wool forming material and to overlap a min of 1/2 in. onto gypsumboord and steel deck on both sides of wall. When Sproy-Appiied Fire Resistive Material* is applied to the Steel Floor and Form Units', the fill material is to overlap the gypsumboord a min of 1/2 in. and the Spray-Applied Fire Resistive Material a min of 2 in• on both sides of wall. When spray-opplied fire resistive materials are used, the CP 672 fireslop spray shalt overtop the wail a min 1/2 is and overlap the spray-applied tire resistive material a min of 2 in. on both sides of the wall. H1Ln CONSTRUCTION CHEIwCAI.S, ON OF HILTI INC - CP 672 Firestop Spray 'Bearing the UL Classification Mork Reproduced by MLTI, Inc. Courtesy of Underwriters Laboratories, Inc.FVESTOP SYS7W December 13, 200 Page: 2 of Z System No. HW—D-0042 Assembly Ra6rqs — i and 2 Hr (See items 2 & 3A) Joint Width — 1 in. Max Class I Movement Capabilities — 50% Compression or Extension 3A 18 1A 1 B 38 I 2C � 2B 26 ' •. 1B rrrrr 3A=` Zp rrrr r r r r r r 3A � iA 2C 2A � 1. Floor Assembly The lire-roted fluted steel deckIrconuele floor assembly shall be constructed of the materials and in the manner described in the individuol 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, deep poly steel fluted units. B. Concrete Min 2-1/2 in thick reinforced concrete, as measured from the fop 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 (Items 2A, 3A, 36) the steel floor units may be sprayed with ,j min 5/16 in. to max 1-3/4 in. thickness of fire resistive material. W R(MACE &CO - CONN CONSTRUCTION PRODUCTS DIV - Type MK-6-11Y 2. Wd Assembly The I or 2 hr lire rated gypsum boord/sleet stud wall assembly shall be constructed of the materials and in the manner described in the individual U400-Series Wall of Partition Design in the UL Fire Resistance Directory and shall include the following conslruclion features. A. Steel Floor kid Ceiling Runners Floor and ceiling runners of wall assembly shall consist of min 25 go gain steel channels s 2ed to accommodate steel studs (Item 2B) Ceiling runner to be provided with 2 in. flonges. Ceiling runner secured to volleys of steel floor units (Item IA) through fire resistive material with steel fasteners or welds spaced may 12 in CC. When optional spray applied material is used on the steel floor units, sleet ceiling runner shalt be secured through the spray applied material to etch volley of floor unit with min 3/16 in diam steel mosonry anchors. L�UU��a Reproduced by HILT], Inc. Courtesy of YL Underwriters Laboratories, Inc. iE]AS roml�P SYS December 13, 2000 US Page: 1 of 2 x_ Immediately Rush with plenty of water. Calla physician if symptoms occur. i Wash with soap and water. Seek medical attention if any effects persist. i ' No ill effects expected. Should discomfort occur,move to fresh air. Do not induce vomiting unless large amounts are ingested. If conscious,give plenty of water to . •_ drink.Never give anything by mouth to an unconscious person_ Contact a physician immediately. �- � Referral to a physician is recommended if there is any question about the seriousness of the injury/exposure. _ - General(natural or mechanically induced fresh air movements). While spraying,chemical goggles are recommended. As a minimum, wear safety glasses with side shields. Cloth gloves are suitable;impermeable(neoprene or rubber)gloves recommended. None normally required. Store in a cool dry area. Keep from freezing. Store between 40°and 77° F. For industrial use only. Keep out of reach of children. Use with adequate ventilation. Keep container dosed when not in use. Do not get into the eyes. Avoid prolonged or repeated contact with the skin. Practice good hygiene;i.e.wash after using and before eating or smoking. Wipe away spilled material before it hardens. Place in a container for proper disposal in accordance with all applicable local,state,or federal requirements. This MSDS has been prepared in accordance with the federal OSHA Hazard Communication Standard.29 CFR 1910.1200. ' = _= Health 1, Flammability 0, Reactivity 0, PPE B(Glasses,Gloves) - - _ Not regulated. _ - Not regulated. s Chemical components listed on TSCA inventory. _ •rte � y,, This product contains 1 —2.5% ethylene glycol (CAS 107-21-1)which is subject to reporting under Section 313 of SARA Title III(40 CFR Part 372). Not regulated by EPA as a hazardous waste f s' Consult with regulatory agencies or your corporate personnel for disposal methods that comply with local,state,and federal safety,health and environmental regulations. 1 800 879 8000 _y 1 800 879 8000 " 1 800 879 6000 Jerry Metcalf (4704) 1 800 424 9300 r9 ) ( ) (USA,PR,Virgin Islands,Canada); 001 703 527 3887 other countries The information and recommendations contained herein are based upon data believed to be correct; however, no guarantee or warranty of any kind expressed or implied is made with respect to the information provided. MSDS 266, Page 2 of 2 ��I MSDS No.: 268 r7 Revision No.: 005 Revision Date: 11/08104 ® Page, 1 of 2 Product name: CP 672 Speed Spray Description: Fire rated mastic for construction joints Supplier: Hitti,Inc. P.O.Box 21148,Tulsa,OK 74121 Emergency#(Chem-Trec.): 1 800 424 9300(USA,PR,Virgin Islands,Canada);001 703 527 3887(other countries) tea Ingredients: CAS Number: TLVt mg/m3` PEL:mg/m3 S7 Lc rrtgim3 Acrylic polymer Mixture NE NE NE Aluminum hydroxide 21645-51-2 NE NE NE Calcium carbonate 01317-65-3 10 15(T);5(R) NE Calcined kaolin 66402-68-4 NA NA NE Diisononyl phthalate 6851548-0 NE NE NE Ethylene glycol 00107-21-1 NE NE C: 100 Iron oxide 01309-37-1 5 10 NE Zinc borate 138265-88•d NE NE NE Abbreviations: PEL= OSHA Permissible Exposure Limit. TLV =ACGIH Threshold Limit Value_ STEL= Short Tenn Exposure Umit C=Ceiling. NE=None Established. NA=Not Applicable. R-ROMMEN,1-ma I Red sprayable paste - Mild odor nitg - •., Not applicable a - Not determined w Not determined L 94.0 g1L Not determined - Soluble 1.3 8.5-9.5 _ _. None Not applicable As appropriate for surrounding fire(e.g.Water,Carbon Dioxide,Dry Chemical,Foam) Wear full protective clothing. A NIOSH-approved self-contained breathing apparatus (SCBA) should be worn when fighting fires involving chemicals. None known. Thermal decomposition products such as oxides of carbon and nitrogen can be produced under fire conditions. See below. -- = sable. Will not occur. Metal salts will coagulate this product Thermal decomposition can yield oxides of carbon and nitrogen. :. Avoid temperature extremes which could shorten the shelf-life of this product;i.e. below 40"and above 77°F. See handling and story a uirements). ON Acute: No effects expected;irritation is possible. Chronic: None known Eyes: Can cause irritation or watering but injury is unlikely. Skin: Irritation is possible with some ' - individuals. Inhalation: No effects expected. Ingestion: Effects of ingestion have not been determined. Considered to have a low acute oral toxicity. .Contact. V No ingredients are classified as a carcinogen by IARC,NTP or OSHA. None known HILT[0 is a registered trademark of Hild Corp. of t ONION IL Certificate' Northbrookliinois•(847) 272-8800 WMIle,New Yak•(631) 271-8200 Santa Clara,Cafitomis•(408) 985-2401 Resoarch Trieng)s Park, North Carolina-(919) 549-1100 �i Underwriters Laboratories Inc.(D camas,washigtw-j360) 81T X500 CERTIFICATE OF COMPLIANCE CERTIFICATE NUMBER: 070303-R13240D ISSUE DATE: March 7,2003 Page 1 of I Issued to: Hilti Construction Chemicals,div.of Hild Inc. 5400 S 122nd East Avenue Tulsa,OK 74146 Report Reference: R13240,December 3,1993 This is to Certify that representative samples of: Sealant Spray,designated as CP672 Joint Spray Have been investigated by Underwriters Laboratories Ina®in accordance with the Standard(s)indicated on this Certificate. Standard(s)for Safety: ANSI/UL 2079,Tests for Fire Resistance of Building Joint Systems. Additional Information: CP672 Sealant Spray intended for use as a Classified Fill,Void or Cavity Material for use in various Joint Systems as specified in UL's Fire Resistance Directory Volume 2. Only those products beating the UL Classification Marking should be considered as being covered by ULts Classification and Follow-Up Service. The W. includes:U1.in a circle symbol:'e with the word"O-AS.1'IF'IFIY'(as shown);a control number(may be alphanumeric)asrilmcd by U).;a statment to indicate the extent of Ul:s evaluation of the paxluct;and,the product category name(product identity)as indicated in the appropriate Ul.Directory. • 0,14-111 Wd- Engineer. Review Engineer: Robert S.Lukasz Richard N.Walke Underwriters Laboratories c. Underwriters Laboratories Inc. a 13at�x sNC. l b IoI3 No _ FILE -- DATE SPEC. t—�--fry��--� A not-tor-profit organization R,VIE«•E D dedicated to public safety and committed to quality service HI:1tli';111'�U�' Saving Lives through innovation 8 edd�$'MP r11 ;f f @sinp GI)ide21003=2804'i'{i)�0(i=879 8000 unvw.us.hilti.cam ®' 48.) r•^ slip ' BARR 0 BARR, INC. Submittal Transmittal BUILDERSO Detailed,Grouped by Each Number GDH-SurgeryBeds Expansion Project 6 05216 Barr&Barr,Inc. 30 Locust Street Tel: 413-687-0616 Fax: 413-587-0917 NgMaMplon,MA 01060-2052 Date 3 171 2006 Reference Number: r Tranwadded To: Dana Cooper Transmitted By: Patty Eldridge The Ritchie Organization,Inc. Barr&Barr,Inc. 80 Bridge St 30 Locust Street Newton,MA 02458-1134 Norftmplon,MA 01060-2052 Tel:617-969-9400 Tel:413-587-0616 Fax:617 32-4669 Fax 413-587-0917 1 PDI-0004-07840-1 Fire spray 3/312006 For Approval for approval fed ex 07840-010 1 _ Product Data: Fires"& For Approval Smokeseals Barr&Ban',Inc. Fie 1 Barr&Barr,Inc. Stevw Deelisi 1 Dana The attached is the resubrruttal on the HitB firespray sylem that Professional DrywaN is using. Please review and advise. ;4 lq7 i i� Signature Signed Date 4 a n a rO L E T T E F R A N S M I T T A L To: Barr& Barr,Inc.-Builders Date: March 24,2006 30 Locust Street Project Name: CDH—Package E Northampton,MA 01060-2052 Comm.No.: 2323 Attention: Patricia M.Eldridge Delivery Type: UPS FedEx Courier Mail We are transmitting the following: ❑Shop drawings ❑As-buiit drawings ❑For approval ❑For review and comment ❑Samples ❑0&M Manuals ❑For your use ❑For color approval ®Product data ❑Other ❑As requested ❑Ocher Action Taken: ®Approved ❑Not approved ❑Other: ❑Approved as corrected ❑Revise and resubmit ❑Review/action not required No.of copies: Description: 4 Fire spray AR 2 P Chu, 4R Submittal copied to: ❑Architect: ❑Structural Engineer: ®Submittals Dept.: Avo Asdourian ❑HVAC Engineer: ®Construction Administrator: Dana Cooper ❑Plumbing Engineer: ❑Interior Designer: ❑Electrical Engineer: ❑Owner: ❑Sound Consultant: ❑Gen.Contractor: ❑Kitchen Consultant: Remarks: Avo Asdourian I Submittals Manager Shop Drawing Fie No.:SD07-16R i 1 3 2323 Submittal Transmittal.doc f A R C H I T E C T U R E P L A N N I N G E N G I N E H R I N G I N T E R I o R D E S I G N TRO/The Ritchie Organization �1 80 Bridge Street,Newton,MA 02458-1134 T 617.969.9400 F 617.332.4669 Y i BARR 0 BARR, INC. Submittal Transmittal MWMWWM ` Detailed,Grouped by Each Number CDH-Surgery/Beds Expansion Project# 05216 Barr&Barr,Inc. 30 Locust Street Tel: 413-587-0616 Fax: 413-587-0917 Northam ton,MA 01060-2052 ■. or. Reference Number: 0549 Transmitted To: Rick Dermody Transmitted By: Patty Eldridge Professional Drywall Construction,Inc. Barr&Barr,Inc. 2119 Riverdale St. 30 Locust Street West Springfield,MA 01089 Northampton,MA 01060-2052 Tel:413-736-4487 Tel:413-587-0616 Fax:413-736-1011 Fax:413-587-0917 1 PDI4004-07840-1 Fire spray Approved :.;,a_ ��s�� ,�:; ,�"�� '�ii'�ftli��=�•��a"� �«:, ��t�cin�Ilt�fR.��Y your use fed ex .....,..........-�. ... � ,...._.:,ate:.. �.. �....�,-.... :� .. 7,:.,t,x:. 07840-010 1 1 Product Data: Firestops 8 Approved Smokeseals Barr&Barr,Inc. File 1 Ban-&Barr,Inc. Steven Delisi 1 Cooley Dickinson Hospital Tom Singleton 1 Signature —� Signed Date Approved(%-Y" Approved as,Corrected( ) If checked above.fabrica!ion MAf be undertaken. f',=,^ratlal does not authorize unless c?' =".ar or cha, If chECX,_+ j, M.NI NOT tlu fna(f- Certificate of Compliance Nor[hbrook,l§lnois-(847) 272-8800 Melville,New Yort-(631) 271-6200 Santa Clara,CaMomia-(408)985-2400 Research Tdangfe Part, NonhCatdina-(919)549-1400 Underwriters Laboratories Inc.® Camas.Washington-(360)817-5500 CERTIFICATE OF COMPLIANCE CERTIFICATE NUMBER 070303-RI3081 ISSUE DATE: Match 7,2003 Page 1 of I _.. Issued to: l4ilti Construction Chemicals,div.of Hill Inc. 5400 S 122nd East Avenue Tulsa,OK 74146 Report Reference: 1113081,June 28,2002 This is to Certify that represeutative samples of. Forming Material designated CP767 Speed Strip Have been investigated by Underwriters Laboratories Inc.®in accordance with the Standard(s)indicated on this Certificate. Standard(s)fbr Safety: ANSI/UL 2079,-Tests for Fire Resistance of Building Joint Systems. Additional Information: CP767 Speed Strip intended for use as a Classified Forming Material for use in various Joint Systems as specified in UL's Fire Resistance Directory Volume 2 Only those products bearing the UL Classification Marking should be considered as being covered by UL's Classification and Follow-Up Service. The Ul,Cla>sification Marking includ to UL in a circle symbol: with the word"Cl ASSIFIED"(as shown);a control number(may be alphanumeric)2s.*ied by U1.;a statement to indicate the cztent of UL's evaluaCkm of the pnAueC and,the purJuct category name(product identity)as indicated in the appropriate UI.Directory. ! • 1 9519MO Milli MUM6113KIM Engineer. Review Engineer: Robert S.Lukasz Richard N.Walke Underwriters Laboratories Inc. Underwriters laboratories Inc. A not-for-profit organization dedicated to public safety and committed to quality service Saving Lives through innovation&education Hilti Firestop Guide 2003-2004 1 1-800-879-8000 www.us.hilti.com ®• 4$7 i i -._: .�._••„�- _ ''._d ,:._. __..,q, .�, -mac.-x�c. ter- :..o.� 'c—r—"�`-t -rs � - � - ...�,......s-, i CP 777 SKOD RIGS TOP 0 F WALL FIRESTOPPING 4J,SSIF/�O C UL US ! TESTED FAST EASY LESS WASTE UL Listed 40%faster than Just cut to Reduces material Systems. conventional length and waste by up to 20%. applications. insert. FLEXIBLE ONE-STEP SAFE ECONOMICAL Easily Pre-cut flute Contains no Surface allows for compresses configuration asbestos. quick and cost for quick leaves no gaps effective spraying. installation. or voids. r PROVIDER WORLDWIDE Ic o° ° N ° w w i a � Q v r d 69 •i a N t..l OO � Sk C U a u X 46 d °� za � i O X W O w w u 3 u W a o 0 0 z z p E N CIS C pp O ° H fn O G o � � •� � a .7 gip,s o 0 rr__ U •? rCi r.l N O 00 M O � O C 48 ti r.7 JX c t •G „ 3 cn to Cd O P. d 0 � w wCy C Cj v .G 11` 'E C BL W y O £ U v, t O a ° E- F w U a ° O o bo CD w to X Y E u b O O m oz 00 n1 C % y , N N C O O O � z cn F A c ° CY n a � 3 M WAYNE J. GRIFFIN ELECTRIC INC. JOB# 1137 INSPECTION CERTIFICATION FOR COOLEY DICKINSON HOSPITAL Project Name 30 LOCUST STYREET Address,State The following area GRID FL FINAL INSPECTION DECON, STERILIZATION,SEE ELOW has been inspected by the NORTHAMPTON,MASS Wiring Inspector GEORGE FORNIER Town Person on 4/12/07 The inspection has been found to be adequate and is consistent with the Date Massachusetts/ National Electrical Code. Approved By: Date: y Wayne J. Griffin Electric, Inc.: rroiec—Tf orersen CC: General Contractor: Project Superintendent G�a88 Go8h' Gd98 G-ta5 ck,l1 Rer ,;�;N Rr�s G�0 4 G (YOU G ,� o-o 608-5 Go�G GO7 9 �rjo7 E�cccP� n"'' &08 �o7.s y fo ®G G-1a3 GoBp Gor!! (roaq 6,1t C7 G GC (r�06 Gall G11G G-/o �. �E11 0 &ar1� Cra-18 6001 (3077 THO BULLETIN N0. 412 A 1C81r8Cr0:a Project: COOLEY DICKINSON HOSPITAL Re: SIGNAL PLAN MODIFICATIONS PLANNING SURGERY/BEDS EXPANSION ENGINEERING Dsalax I xrattoz< Comm No. 2323 W.O. No. 77412 Doc. Ref. E404 Date 11/08/05 H BSA/CB/1B SA/CB/1B::_�N v ........ II - T � :E U D s Z Z pSJ �sA/CB/_1E Rt CM ... ; , s�Ce�1a �r DD N N JL \/ Z Y Fcml CMS WAP. DO d1 > N � 4 CM ):=( DD MS . y "g CM ' � Z AD �t AJ S w►; .- _ - 0. S N CM _ ~� DD ,. - ? Q4 , gNCl DC7 F � . - W _ . S/ y� Cif'YB 0 DO DS DS _. T f fi _ __ CM CM DH DH k:C S s - CMS CMS r N `DS ry CM iEED 1 F L_ Al DRAWN BY: E.D. REVIEWED BY: N.V. SCALE: IlEr = 1'-0" SHEET NUMBER: BUL412-031: TRO BULLETIN N0. 412 A=csirscrvss Project: COOLEY DICKINSON HOSPITAL Re: POWER PLAN MODIFICATIONS PLANNING SURGERY/BEDS EXPANSION SrGlNssilxG Comm No. 2323 W.O. No. 77412 Doc. Ref. E3O4 Date 11/08/05 Ilrrsuos Dssxam i - N 4E1- 18. 7 • 1 , 17�; 17 N24 1-16 - -. DPN44E1 3 CR2 CR24>±1 {� i,:tn1�8 i t'c R24E1 15 !CFt2E1 18 _ �„ J 3.. o � i 1 L 18 c.._ J 5 }, 4 E 14 '� 1 ` 14 VFD-3A 2 N24E1 1 ' �_4 CR2 14 CR24E1-27 - J 1 � i! n, 2 CR24E1-11 27 1� 15 �. 11 CR24E1-10-x- �� ; 1l1" , �. I VFD-3B � , -. -, ,,.;. , , - ;4 .;. .E � r , 6 :. FOR 6 3 ,% ft:. 36.. 12 9 VFD-2A CR24E1 20 VFD-=28 2 - = o / i �Cft24E 1'-! 2 ,. N24E1-5 CR2 13 14;_ �N24E1-36 ti . it VFD-1 Ai' ��A L 20 4 _ 23E1-27 205 ' 1 T : --- - - rt - - — - J 17 _ '1 1 ;• 11 5 , ®15 c N24E1-11 27 -. .1-17 10 N24E1-15 17 15 —=•- c.E N24E1 iO CR24E1-13 N24E1-14 11 TP N24E1-29 7 13 TP LS23E1,-19 CR24—E4-2 , \ i5 ;ATP t 2JJ _ J19 1 2 1 LS23E1-25 DRAWN BY: E.D. REVIEWED BY: N.V. SCALE: 11T = 1'-0' SHEET NUMBER: BUL412-02E TRO BULLETIN N0. 412 A icstracroaa Project: COOLEY DICKINSON Re: LIGHTING PLAN REVISION praxxixo SURGERY/BEDS EXPANSION PHASE 1 B xoixss:ixa Comm No. 2323 W.O. No. 77412 Doc. Ref. E204 Date 11/08/05 Ixrsuoi Dii:ox w SbSeNLB ' _ NLB SbSe SbSWB Sa_/ ° oT= X88 '� T.a s, + d 1 « =RNB F8Q FBQ. RNB FSC �Se Q Q & f S `, F8L { ' w F8B F9 6 f ' a 5 a 6 fRNA ; 8 <Q LB f 2 NL e >>8 8 1 q8-. 40 FBk FBI° F8L F8L Rx:RiJ '2 _.. f--B.B A FSC So FSC I FSC S° C1 S w < J F 5 8 NL 5 w. E1A--- - _... Elk F8Lfi RN7 Sb �<< ! _ 1 F8 NL1 Z + 5 ®,., 2 F9 RNC k b SRB SRB a 8J 4411-:� \, S c SRB F e F8L O .. .5 SRB 2 e 5 a 5 a a... 2 5 S, B Se 1� 50 c FSC :- Se —5 4 : N44E1 Sf e4 ,'` c SGRB Sal F8L Sa Ee 5FB � 7 ` F1 C -Sb i E i E/SRB F8 8 _5 NL F� F1 F5A g f 4,`fir; e ° F8J FPA F8L cFBr _. r 5 , 5 9 40b So--) CR44E1 21 , a ! f --- F8� 4 ♦b , FSC Ff3C- 1-8B=� 5 3 ; � (TYP) F8L �g, - Se F9 c F3B RNC F8L � ' RNA 8 1`1L Sb 4 b' 4 b 4 b FSL RNA y,i I.. • , = NLB FAR 0 y SbbSd — -- - _ _ Saliir; - - =2 SQSN 5 c E1A E1A NL 8 F3A F3A ,F8J ' F83 FSJ c 8 �► 8 5 S; X S ,, S LS43E1-8 S $. -- 8 d. 3. E1A F2A F2A F2A F2A F2A El RHJ ; IA H 6 7e ;,7e 6 N 7e 6 N BL -i 6 Sae-53b Sa', F5A Sa S2k Sa`. Sa- S3b f Sb Sb'F5A ` 93: 1A a _ FB3 " Sd FD8 8WFD8 FD8 FD8 7 a 7 FlC 77 n F5A F2Aa 6 NL 7 d 6 ;:' NL 7 d J L_ F5A Sb F5A I I ►�1 FlA DRAWN BY: ED REVIEWED BY: NV SCALE: 1/8 =1'-(f SHEET NUMBER: BUL412-OIE TRO BULLETIN NO. 412 ARCHITICTURZ PLANNING Project: COOLEY DICKINSON HOSPITAL Re: MEDICAL GAS FOURTH FLOOR SURGERY/BEDS EXPANSION PHASE 1 REVISION ENGINZIRING I mTzjuoa Dastom Comm No. 2323 W.O. No. 77412 Doc. Ref. P304 Date 11/08/05 8 i 9 9.6 10 ELEC 4057-PO SE IC C I D E H-/-C AL 11-0 E P 28 0 VIESERVIC Il u. EIL.E�0 C K E r 4058 403,6--p() FFCORR I ZVB-24 3/4" 3/4"-/ 3/4"OX D 2-IVIV DN �/4"MV RISE 3/4�MA D I I, /2"MA RISE (CAP FO RE T /270X RISE --Zy -2-4 W K SIA 1, NOUR 11 7-PU 1/270X- DP DICI — 4030 0,1 /2 MA DP 403:1-PO --5/,4!'MV DP .............. L -J- L -7 �., B 412 f OR 1 4-.0--J-1-�O 'HAll S. R �-)TAFTF 4019-P ......- 4�--h 0 1 401 -PO .. ..... ----------- .. .... ..... .................... ................... .................. .................. EQQ, E--P T--PAT 4010-? �T- L UING .............-.......... 41 PO A Cn D 0 DRAWN BY. SDB REVIEWED BY: RMH SCALE: llir=l,-Cr SHEET NUMBER: BULL412-11P T RQ BULLETIN NO. 412 A UNITNCTUIL11 PLANNING Project: COOLEY DICKINSON HOSPITAL Re: MEDICAL GAS FIRST FLOOR SURGERY/BEDS EXPANSION PHASE 1 REVISION ENGINNNIUNG INTERloiL Dzsxoif Comm No. 2323 W.O. No. 77412 Doc. Ref. P301 Date 11/08/05 F r 13.41 41 5 .... .... ..... weem 11 39 UQ—66P0 L El 417 NES v MG0 D 2� z —K JIM J 412 1 11-1f ox DW 11 -0 LEJ 5 (2,1'1*SG RELIEF UP l'N20 kEU& UF 4 02 4- 30 L11i 4 1,.N� RELIEF P B O.R. u 4VE UP 1151-Po 3/4 0 N I ................. . ............... (f O.R. 1152-PO 171 LGA-1 rT 12 ' Y;-K qTA -JJ INUNE SENSORS F L J-J' TO .75 "_7.7 U P4 I I 3/i ............... r ZVB-17 ................. JNUNE SENSORS TO LGA-1 31 412: ------ ............. 3/ v fv DRAWN BY. SDB REVIEWED BY: RMH SCALE: I/Er=ll--lo• SHEET NUMBER: BULL412—IOP T RO BULLETIN NO. 412 A ILCHITXCTUJtB Project: COOLEY DICKINSON HOSPITAL Re: MEDICAL GAS FIRST FLOOR PLANNING SURGERY/BEDS EXPANSION PHASE I REVISION ENGINERILING Comm No. 2323 W.O. No. 77412 Doc. Ref. P301 Date 11/08/05 IxTastoiL Matex 1/2"N2 RISE L-J B ry A SUB-STER. TYPICAL FOR 144-PO DP O.R. ROOMS fw V� 4J ILI W1 h� L.EA ,k �'ORR �3 093-P j C O.R. ??24-PC i 1'p 6-FO :---------- g—P :NCP ME. ... ..................... 4-- . .............. TYPICAL FOR O.R. ROOMS 1;1I p 155-JO =--------- - 0 DP; 3 DO .,CAL -41CAL U1, I O.R.ffM MY P L -J S ER. Lu te I Pi- I I 3/4!— CO2 B 12 4L 4—1, 1 .. G 11 L......................... ........... r_-._......._ 1A ....................................... J -w—E 2 P"'. Al KI DRAWN 13Y.- SD8 REVIEWED BY: RMH SCALE: SHEET NUMBER: BULL412-09P ~ , TRO �� m�m�m�m~w�vnx� v�*�° ~�wmu Anns11TVInznmIL Project: COOLE� DICKINSON HOSPITAL �n' PLUMBING FOURTH FLOOR ��mm/mm ` ' SURGERY/BEDS EXPANSION PHASE 1 REVISION Emw,mmmuovw ImTmxmmm Diozwm ' 'Comm No. 2323 W.O. No. 77412 Don. Ref. P304 Ontn 11/O8yO5 F8 9 9.6 10 ALAN ELEC SH ALJ SH-2—" D IC 61RW UP 03 P-1*r H&CW SjiWR STAFF EE N, 1-7 Ito DRAWN Bt SUB REVIEWED BY' RWH SCALE IIT=1'-Cy SHEET NUMBER: 8ULL412-08P TRO BUUMN NO. 412 AICIRITZCTUILE PLANNING Project: COOLEY DICKINSON HOSPITAL Re: PLUMBING THIRD FLOOR SURGERY/BEDS EXPMSION PHASE 1 REMSION ENGINXIIJUNG I NTZRIox DzsioN Comm No. 2323 W.O. No. 77412 Doc. Ref. P203 Date 11/08/05 F 9 8 9 6 ' 10 J" JJ"HW U "-'-27W D ........... '11 4C w !up _T_ 1 Sw INP 4�7 SP I!I P 4 — — — — — — — — co E3ALANCING 27W UP VALVE -J ,HW_0% /2!! C, I"H&CW UP '27w MeT UP ,W W U U UP PPV _xC up _;�.. ...... 4! S U P 1 FAK I ZW&T PASS U, I w U i P/DN 102-Nu Nu EMERG 11 UP/DN )P S_1(SEE ELEC UP/DN J DIP 0TE#_1) u 3095-NU '�10 NO i -1 L) :'*bN,ZVR SM-z- 2o UP�DN CIN DIP 2 R IL tIDE P P R r FILTE TO i 1 PRIkTR i I 0 1/21 U "W UP 2 E*m3 2!'W P M/1. 1"' ]rcw 2"W VIR MULTI DURP D P2 I co 16 Ew _A11 I J 0 L -411W&T UP C MAKE 2" &T UP r 15 nf-i H& ............ B 3/' 4!'C&HW DIP UP 12 6_10 4 :is G i 4 'V DN to 309 Nu I Cw R 17a�i P1 2 w U "HW FM UP 4,CM-6-i 41"S U P 4!'S U P C VP Cw: 4"S DP q OT SH-1 4! SS DN L-3 ... ......... ................. .................. Al-C S DN A 105ANt ...... -2 SH-2 -4. L I lop DRAWN BY. SD8 REVIEWED BY- RMH SCALE: llfr=l,-Cr SHEET NUMBER: BULL412-07P T RO BULLETIN NO. 412 ARCHITUCT11111 PLANNING Project: COOLEY DICKINSON HOSPITAL Re: PLUMBING THIRD FLOOR SURGERY/BEDS EXPANSION PHASE 1 REVISION BNOINENJUNG INTIlloit Dwom Comm No. 2323 W.O. No. 77412 Doc. Ref. P203 Date 11/08/05 �1� 1.3 2�` 4»VrR Ili 1 B 412 r 4!V'R 0 DRAWN BY: SDB REVIEWED BY: RWIH SCALE- 11T=1,-T SHEET NUMBER: BULL412-06P NNORNOW T R O MUM NO. 412 A RCHITZCTUILE PLANNING Project: COOLEY DICKINSON HOSPITAL Re: PLUMBING FIRST FLOOR SURGERY/BEDS EXPANSION PHASE I REVISION ENGINEZRING I NT1111oa DzsiGm Comm No. 2323 W.O. No. 77412 Doc. Ref. P201 Date 11/08/05 F 4'V.UP Z'HW DN 032w up HWR DN! OFF (2)27W&T UP 4!'S U CO 27NPCW DIN 1132-Po P -r- 7 1 C DN CO, -J 3 -- ------- M WK STA H' 1129-r/10 Co 4" 4"V PP 47S. U 2"W UP B (2)47 S U z1w U P U 4 4"VS UP (2)2"V U 4! SS UP (2)2-W&T UF 4!'S DN w UP --- $S-1 It� I j i'i C /2' H& S Cow. + 2"H&M TIVIV, 1/27TW 4 CO 8-!' 2" 0 i 3/4"14V H W 2 CW 3/4 2"W DN,:tVR ................ ..... -v -U.p ..... .............. J 4!'S U\P w U P L4 I _SS-1 CNT.Ri- 127. PCI < A 0 J?—PQ I q R, B 1 412 11 5,j f-J ICJ. ............ ........... . .......... ............ ........... L DRAWN BY- SDB REVIEWED By.- RMH SCALE: I,-C* FOR CONTINUATION SEE SKETCH 04P SHEET NUMBER: BULL412-05P T R O BULLETIN NO. 412 A RCRITXCTURN PLANNING Project: COOLEY DICKINSON HOSPITAL Re: PLUMBING FIRST FLOOR SURGERY/BEDS EXPANSION PHASE 1 REVISION JaNGINZEILING I KUM&Dasiou Comm No. 2323 W.O. No. 77412 Doc. Ref. P201 Date 11/08/05 F 3.4 4�) 4. v CO. ES PO 1"CA UP 47 S f'NPCW U. ZH e41/ S DN B 1"HWR UPi 172"Tw H&CW 0 N 297iW DN up 1 I \2"W L P )'—;'VR UP d 1 HW 14M) UP ! 3/47 HWR( 40F') UP M 3/4" WR(J 40F) DN DN 1"HW S,CWZY J! 41V UP :Z'HW DN I, (232N up Im f 1"HWR DNI OFF (2)27W&T UP 1 4!'S U CO :Z'NPCW D� ;R-1— 32-pov tt 1"CA DN NY CO, C .... ......... . ............ .- - �S D 7 4A 1 1152-PO D I r" r--- WK STA CO -4!' 0[ 27W,w u 4 VS PP 4SS UFO :Z,w UP B 1 ' 2)4's UP IP= 274V up 4 4!VS UP (2)2"V U 4!'S DN 4"SS Up (2)2"W&TI UF .......... N .......A w UP !. ........... S-1 4- i A c oil -4//2-H&CW CO 0 2 2" 3/4!'HW TNIV, 1/2"TW 4� ! 3 3/eCW 12"W DN,2!'VR DRAWN BY- SOB REVIEWED BY. RMH SCALE: 11Er=l,—Il FOR CONTINUATION SEE SKETCH 05P SHEET NUMBER: SULL412-04P mommamw T RO BULLETIN NO. 412 ARCRITECTURZ PLANNING Project: COOLEY DICKINSON HOSPITAL Re: PLUMBING FIRST FLOOR SURGERY/BEDS EXPANSION PHASE 1 REVISION ENGINBRILING I NTZRzoiL DzSIGN Comm No. 2323 W.O. No. 77412 Doc. Ref. P201 Date 11/08/05 F ( 1 3 VH&CW DN W W DN,2"VR t 7 SU 3-ST [R. DN I- 1/Z'VR 11 P 727H&CW DN -1 y ss �t CVrFZ- .............. in LEA CORR 093-P CPO 1124-PO O.R. 1156-po APb' FOR cAra UT H ; i FC RUSE LOCKED VALVES CLOSED 2 .................. CLN SPLv,/"-,, . ...... ..�: 11 C:R. 0 PCW D N F Q "T- 12" Q. PCN FO B - If FD D 12 ......................................... 2] J-i Ri W DN II3 F/,4!'H&cW DN p !17 1-1/27VR ............ s .............- W 0N,27VR 42a --J 7, 2"HW DN p DRAWN BY. SDB REVIEWED BY- RMH SCALE: 1191=11-(r SHEET NUMBER: BULL412-03P ~ . �� TRO w�n�m��w~vwo� w�v�° ~�wu� AmmeIVmorom Puummxmm ^^ Pngont: CO0LEY DICKINSON HOSPITAL Re: PLUMBING GROUND FLOOR SURGERY/BEDS EXPANSION PHASE 1 REVISION Emmmmmmmxmw Comm No' 2323 W.O. No. 77412 Doc. Rwf. P2OG Date 11/08/05 J'HW DIP is LOOP M BALANCING DEVICE 47 rH F V211w—"—�:— v I T- 14-11 1 TO GROS 2"W, 'VIR (Ty?R K T C 098 r K —DP—— .2"VIR TL 27W N W UP DN C E MAKER 2" DID tv zm�mmxmu�moxmm DRAWN 0L SOB RENEBEDBY: RUH SCALE- ller~1'-Cr SHEET NUMBER: BULL412-02P FOR CONTINUATION SEE SKETCH 01P T RO BULLETIN NO. 412 ARCHITRCTURR PLANNING Project: COOLEY DICKINSON HOSPITAL Re: PLUMBING GROUND FLOOR SURGERY/BEDS EXPANSION PHASE 1 REVISION ENGINI&XILING I NTIB]LlojL Disiom Comm No. 2323 W.O. No. 77412 Doc. Ref. P20G Date 11/08/05 F 3.4 4 -- -------------------- (MED l/Z'NPCVV-� G107-ME C. TO HVAC G107- i 11-M w lal &CW-UP I -4, Cw U L0 RR 2"w J'CW DP GI-01--po UP 2"SW DN --- rT vww uu P 1-r SVR J VR CL 412 rHVV DP 1"CA UP�!�� . I 27NPCW UP 2D N 1"HWR UP 27HW UP S'cw up T--1 4!'SV UP Qp 1"HW(140F) UP T 99-PO rHWR(140F) UP 1-J'SVR 47 SS UP EXPAN ION J'CW DP LO OP BALANCING HW DID DEVICE 2"SV DN 00-P0 _4 2 F, -1 " PHI - 3 S� DN 2 S it II 4�'S UP 2" 47-) .......... �'Cvv UP H&C i Z'w UP 2"1w,1 ............. ......... ........... I TO GROSStAB7--- . N ................ R 2) "W.,i JNR (TlpiR K 'U 2 H� 'p FF CoPl" K ...... . P B 412 'VV DP I's i Dqg VR 4" C&HVV DP2 II 1 DRAWN BY: SDB REVIEWED BY. RMH SCALE: 11T=1,—(r FOR CONTINUATION SEE SKETCH 02P SHEET NUMBER: BULL412-01P TRO BULLETIN N0. 412 A 1CNI?ECTUIE Project: COOLEY DICKINSON HOSPITAL Re: FIRE PROTECTION FOURTH FLOOR Prexxlxo SURGERY/BEDS EXPANSION PHASE 1 REVISION BNGINNE1Ix0 Ixraztot Dsuox Comm No. 2323 W.O. No. 77412 Doc. Ref. FP204 Date 11/08/05 8 .6 ) ( 0 I 4057--FO 8. (�_•��-;?�_6R_ 2NBC 402?='Q EMERG 2 ELEC LL—AFE- .4 t, ®.. r i i Ti I Fi i 0 r.._-._ 4 12B. 12 ...�. - r--i . 1 i; 1. —_4 J�}�.... _ rf. _. �: - � 1 l DRAWN BY: SDB REVIEWED BY: RMH SCALE: SHEET NUMBER:BULL412-021FP TRO BULLETIN NO. 412 A 1CSITBCTIItB Project: COOLEY DICKINSON HOSPITAL Re: FIRE PROTECTION FIRST FLOOR PLANNING SURGERY/BEDS EXPANSION PHASE 1 REVISION B N OIN32RINd IN?11101 DaiION Comm No. 2323 W.O. No. 77412 Doc. Ref. FP201 Date 11/08/05 --r I PJ,ShTA- i NV' CRUB. ti I . TIP t p.. f I. -<8 po F I SiRG.IAHT J i ._. �.__ I I Pi I pi i 12 n _ E _ �u.0 i �� 0 11 M-PO � � ) EZ L �� ; I . tI - cE;�i suRG i'cr�r — �-- - I 153 4 , al. � Iz , TJ i; YC ........ - .. - �J I , .1. Gg- 1 i -- --_. _. .........._s _........ - -... --.....__ _� } t i , ' F i OF- t } �. _ �- '.. _- _ v C�— _._ _._.. .. FCVA D I ZONE 1 .. s, HEAD CONCEALED �: t +- r _.. 1 DRAWN BY: SOB REVIEWED BY: RMH SCALE: 1/g'=1'-0' SHEET NUMBER:BULL412-01 FP TRO BULLETIN N0. 412 A iC817aC7IIla Project: COOLEY DICKINSON HOSPITAL Re: DPH SUBMISSION 2 REVISIONS PLANNING SURGERY/BEDS EXPANSION SDIOINaall)lo Comm No. 2323 W.O. No. 77412 Doc. Ref. 1204F Date 11/08/05 INT31loa Daslotl F — --�-- — -4038-PO — CORR 4029-PO E2 ' 1222 40 I C � /D\ DICT A 4112 I40 0 4007-PU 0-PO A CORK I 4-PU CORR SHWR 4031- 0 I T � 4019-PO 4011-PO _ _ 404 T PAT An1n 1111 A r � L L DRAWN BY: AM REVIEWED BY: SCALE: t A. SHEET NUMBER: BLU412-011 e TRO BULLETIN NO. 412 A acarracruaa Project: COOLEY DICKINSON HOSPITAL Re: DPH SUBMISSION 2 REVISIONS PL.xxixc ) SURGERY/BEDS EXPANSION Bxcsxasaixa Datiox INTERIM Comm No. 2323 W.O. No. 77412 Doc. Ref. A820 Dote 11/08/05 F ,,tvzzi—ry 0 co 8' 855" B 105 412 A1 Tsw i - -- ►� SHELF 1 L 6-R& GROMN1 �1 R36'-0, - r 1�► � �y —j �`<� 1 1 Rio'-ski WK STA 4030-PO AB10 �-� 8'-0" CLEAR 5'-0" CORR -- _ 4034-PC 1 ' > co I I -----L - -d- c' B --� J 412 I '-5 A5 WORK STATION 4030- L SCALE: 3/8" = 1'-0" DRAWN BY: JN REVIEWED BY: SCALE: 1/4"=1'-0' SHEET NUMBER BULL412-14A TRO BULLETIN N0. 412 A icHITICTUis Project: COOLEY DICKINSON HOSPITAL Re: DPH SUBMISSION 2 REVISIONS Plexxl�G SURGERY/BEDS EXPANSION B M GIIi astIN G IH?$1I01 DSfIGIi Comm No. 2323 W.O. No. 77412 Doc. Ref. A322 Dote 11/08/05 lot—no 9 9.6 � 10'-0' ACT a LR O O d d- VDnI 8 • 601 W/ I ESK :. -GWB. WK STA {? 2 i R40— i i i ■ "w`R AOO M :- (FMB E2 WORK STATION ROOM 4030-PO SCALE: 1/4* = 1'—O" L L -} DRAWN BY: JlV REVIEWED BY. SCALE: 1/4'=—V-01' SHEET NUMBER: BULL412-13A TRO BULLETIN N0. 412 A scaissc:uss Project: COOLEY DICKINSON HOSPITAL Re: DPH SUBMISSION 2 REVISIONS PL.xxtxo SURGERY/BEDS EXPANSION ENGINEERING Comm No. 2323 W.O. No. 77412 Doc. Ref. A322 Date 11/08/05 Fli Ixtsiios Dssiox •. : . . . - A601 • ® ® . L_ F7L] [ DI AT10N RO M E 1 SCALE: 1/4* = 1'-0" L L J DRAWN BY: JN REOEWED BY: SCALE: 1/4'=1'-0' SHEET NUMBER: BULL412-12A TRO BULLETIN NO. 412 A:CBI:aC?U1a Project: COOLEY DICKINSON HOSPITAL Re: DPH SUBMISSION 2 REVISIONS PLANNING SURGERY/BEDS EXPANSION E N GINBaIING DassoN Ix:ailort Comm No. 2323 W.O. No. 77412 Doc. Ref. A201 A Date 11/08/05 F 9 9.6 10 �C 4026—PO LEC © g — B 6. F71 --w to&)P4 N LEI ® 2 12 . v .. . .o.: ;o ' ; 601 • VIA' e f ::. p t" f ® • 0 < s v 1 .,..fir` • I x • t 10— • ® • 0sill" -.�77 l,� `GC G RIB ® ® ® *1 r 71 r , (� H5"i PI, • ® M DRANK BY: JN REVIEWED BY: SCALE: SHEET NUMBER:BULL412-011A T R 0 Project: COOLEY DICKINSON HOSPITAL Re: DPH SUMISSION 2 REVISIONS BULLETIN NO. 41Z eiCHI2sCTUIZ SURGERY/BEDS EXPANSION PLANNING BNGINSSIING Comm No. 2323 W.O. No. 77412 Doc. Ref. A222 Date 11/08/05 I NaztloR DE/IGx Lull I Twi 1 •;._ m M f , N ; C i r ., O is 19 O �►�O�STfd. f-M WE Jpj < < KICK C)o —D 0 . O < O - ;.� .. N C-) N t ry 01 P WARM E�J Ma 3 is t I�b 21 ,_6', CtDCKCM .a —————————— — w A SID POF 3 J R � E ✓� �I SID C t n pp m TRO BUL. MN N0. 412 A acaitac=uaa Project: COOLEY DICKINSON HOSPITAL Re: DPH SUMISSION 2 REVISIONS PrsNacNa SURGERY/BEDS EXPANSION BNGINESaINd I N:axioa DafIGN Comm No. 2323 W.O. No. 77412 Doc. Ref. A210 Date 11/08/05 F COOLEY DICKINSON HOSPITAL SURGERY/ BEDS EXPANSION PHASE 1 Northampton, Massachusetts Drawing Title B 412 ELEVATOR PENTHOUSE/ ROOF PLAN O' 4' 8' 16' 32' Commission No. 2323 Date Issued 13 May 2005 Scale 1/8"=1'-0" Sheet Number PKG E Drawn By TN/MM Approved BY A210 Filename 2323A210 Cm m"M The ram awhaum r � L L -� DRAWN BY: JN REVIEWED BY: SCALE: NO SCALE SHEET NUMBER: BUL1412-09A TRO BULLETIN N0. 412 A RCSITZCTUIE Project: COOLEY DICKINSON HOSPITAL Re: DPH SUBMISSION 2 REVISIONS PLANNING SURGERY/BEDS EXPANSION $N GINBH=ING I NTS1IO=DB{IGN Comm No. 2323 W.O. No. 77412 Doc. Ref. A2044 Date 11/08/05 r I 9 9.6 EQ sH-"- 61 8�P J ALC -4036-30 - g CORR 4029-PO B 412 ® a WK STA 3�PO X07 U 4030-PO 140 f V7' COF 4034- 1 3 o M CORR SWHWAR 4031- 4019-PO i 4011-PO P / 4013�PP (�4! LOUNGE ;�, 4014-PO L J DRAWN BY: JN REVIEWED BY: SCALE: SHEET NUMBER: BULL412-OBA TRO BULLETIN N4. 412 A RCRITZCTUIR Project: COOLEY DICKINSON HOSPITAL. Re: DPH SUBMISSION 2 REVISIONS Ptsxxixo SURGERY/BEDS EXPANSION Bx(;IxS81Ixo I xTSiio=Dasiax Comm No. 2323 W.O. No. 77412 Doc. Ref. A204.0 Date 11/08/05 F 9 9.6 ELEC zi 6" � `t° . _ LO 6—6 &C `O • { N ► I CLR d0 N B o I .11 CORR A820 o �� A600 I � cu-) ( ��1 6 Puw I '�� 412 g 10" '-0" 8 -0" 1 —4" 4'-5" 5' 1 2—5 CLR= tz I ao 1 `ETA B lloui DICTIM t1 4030—PO I 412 I - 3'— 1 1 " =RFt PH � — 04 1 i T TAEF 401 C t11�—PG Ci LQp LO } i ao o0 1 11" 11'-6" 8'-0" 7'-0" 111 -7" 8' 0' ORR CLR 1•_4" 1'-7 412 °�I CLR f._ 1 —10 3'-8" `'' 6'�5" 5�— " 5'-11" 5�1x 5'-4" U L I , 1 SPX —0" _ .. I 6 ,E.dIL � - fi (P. —6 CD I � I 7. is P0 I L L DRAWN BY- JN REVIEWED BY: SCALE: SHEET NUMBER: BULL412-07A wwm� TRO BULLETIN N0. 412 A aCRITIC:vss Project: COOLEY DICKINSON HOSPITAL Re: DPH SUMISSION 2 REVISION Prex�:NO SURGERY/BEDS EXPANSION B N GI11ss1ING Comm No. 2323 W.O. No. 77412 Doc. Ref. A204A Date 11/08/05 I�zauos Ds�iax F 9 9.6 10 4 6A 6A EQ 45 G G1 � 10C TPAT / E G T G5 •02b�'-"PCO Y Y 8� �.. 41-P e 45 ;�L J vocz - SP--3 ALC /Go_ 9 r E1 G5 0 _ _ B 1 j ^CO RR A 12 S2 2 X29-PO 10 A820 j T PAT �7 a aberonc puw I A600 A T12 I I i I 4043-PO N B I I 6A 412 ,,G, I j Y f N — C,4I 45 -, I n1 SP-3 a NOU DICTI 4030 0 I al 4032-PO (� 0 12U 1 S1 CORR S I I-p-I G I 4034-PU Y I I 4 � 21 G 4C � I sP-a G5 M \el o G 4019-PO 4031- --- T PAT - 9 PO 4011-PO _ E _ 0 P — C GR O-P G 401 PP I L J G G 4�o SPL 10D 13 I I 18D 10 C2 I LOUNGE r -1 14014-PO J wc1 B B E1 1 "�' 412 W \ CORR 412 18 4016-PO L L J DRAWN BY: JN REVIEWED BY: SCAT-E. 1/8 = 1'-0' SHEET NUMBER: BUL412-06A TRO BULLETIN N0. 412 A ILCEITICTUIs Project: COOLEY DICKINSON HOSPITAL Re: DPH SUBMISSION 2REVISIONS PLANNING Project: EXPANSION BNGINIIIING I NrIIIOS DItIGN Comm No. 2323 W.O. No. 77412 Doc. Ref. G105 Date 11/08/05 COOLEY DICKINSON HOSPITAL SURGERY/ BEDS EXPANSION PHASE 1 Northampton, Massachusetts Drawing Title F ISTO 4 z FIFTH I ELEVATOR ENTHOU 0 8' 16' 32' 64' Commission No. 2323 Date Issued 13 May 2005 Scale 1/16`=1'-0• Sheet Number PKG E Drown By KEM Approved By KEM G105 Filename 232MG105 ovww ®mss 7W MUk Orgmaa6an F L L DRAWN BY: JN REVIEWED BY: SCALE: NO SCALE SHEET NUMBER: OULL412-05A mannillow TRO BULLETIN N0. 412 S:CI[Ir1C?IIll Project: COOLEY DICKINSON HOSPITAL Re: DPH SUBMISSION 2 REVISIONS PLANNING SURGERY/BEDS EXPANSION BNOINS191ING I Nr13IO1 DstlaN Comm No. 2323 W.O. No. 77412 Doc. Ref. G105 Dote 11/08/05 OCCUPANCY INDEX OMAN LOCATION 0300I110N 2003 6C 2000 NFPA-101 RM AAA OCCUPANT LOAD MECHANICAL ROOM, STORAGE HEALTH CARE 1,183 SF 300 SF/OCC = 6 STORAGE B PENTHOUSE 412 TOTALS 6 OM PAWS EXIT CAPACITY• ROOFIPENTHOUSE SUITES SURE # rff SUE TOTAL OCCUPANCT LOAD : 6 OCCUPANTS NONE TOTAL EXIT CAPACITY : 146 OCCUPANTS 1 STAIR x 44' (44/.3) = 146 OCCUPANTS r L L J DRAWN BY: JN REVIEWED BY: SCALE: NO SCALE SHEET NUMBER: BULL412-04A TRO BULLETIN NO. 412 A acairsc:QSs Project: COOLEY DICKINSON HOSPffAL Re: DPH SUBMISSION 2 REVISIONS PLSxxlxO SURGERY/BEDS EXPANSION BxGIx8E12x8 Comm No. 2323 W.O. No. 77412 Doc. Ref. G101 Date 11/08/05 IxTauos Ds�zax OCCUPANCY INDEX - L 7101 WSW" 2003 MC 2000 NPM101) RDOR M► 00MIM LOAD SURGICAL DAY CARE, 1-2 INSTITUTIONAL HEALTH CARE 11,120 SF 100 SF/OCC = 112 MAIN ENTRY LOBBY (OUTPATIENT) FIRST FLOOR WAITING ROOM ASSEMBLY USE HEALTH CARE 860 SF 15 SF/0CC = 58 OPERATING ROOMS, PACU, 1-2 INSTITUTIONAL HEALTH CARE 20,170 SF 240 SF/OCC = 85 STAFF SUPPORT AREAS (INPATIENT TREATMENT) TOTkSl00R 32,150 SIF B 2% OCgJPN0 FIRST BLDG GROSS 34,515 EXIT CAPACITY- FIRST FLOOR SUITES SWE # ME SUE - TOTAL OCCUPANCT LOAD : 255 OCCUPANTS 1-1 NON—SLEEPING < 10,000 1-2 NON—SLEEPING < 10,000 divided by 5 = 51 occupants per exit 1-3 TOTAL EXIT CAPACITY : 1 ,020 OCCUPANTS I door at stair (44142' clear width (42/.2) = 210 OCCUPANTS I door at stair (44' 42" clear width (42/.2) = 210 OCCUPANTS i exit door (44' 42" clear width (42/.2) = 210 OCCUPANTS 1 sliding door (10') 44" clear width (44/.2) = 220 OCCUPANTS F I 1 exit door (36' 34" clear width (34/.2) = 170 OCCUPANTS L L _J DRAWN BY: JN REAEWED BY: SCALE: NO SW.E SHEET NUMBER: BULL412-03A TRO BULLETIN NO. 412 S aCHI?aCTURN Project: COOLEY DICKINSON HOSPITAL Re: DPH SUBMISSION 2 REVISIONS PLANNING SURGERY/BEDS EXPANSION ENGINBRILING Dauoa Comm No. 2323 W.O. No. 77412 Doc. Ref. G100 Date 11/08/05 Illzaatort F OCCUPANCY INDEX owma LOCATION DMOSflON 2003 BC 2000 WPA-101 RM AREA OCCUPANT LOAD OUTPATIENT BLOOD 1-2 INSTITUTIONAL HEALTH CARE 3,490 SF 100 SF OCC = 35 DONOR AREA (OUTPATIENT) / GROUND FLOOR LABORATORY LABORATORY USE HEALTH CARE 11,020 SF 50 SF/OCC = 221 CENTRAL STERILE, LOCKER STORAGE USE HEALTH CARE 17,920 SF 300 SF/OCC = 60 ROOMS, BLOOD BANK STORAGE, MECHANICAL TOTALS 32,430 SF 316 OCCUPAMS GROUND FLOOR BLDG GROSS 34,302 SF GROSS 412 EXIT CAPACITY- GROUND FLOOR SUITES SURE # ME SRE TOTAL OCCUPANCT LOAD : 316 OCCUPANTS G-1 LABORATORY < 10,000 G-2 NOT USED divided by 3 = 106 occupants per exit G-3 BLOOD BANK < 2,500 s- G-4 NON—SLEEPING < 2,500 s- TOTAL EXIT CAPACITY : 466 OCCUPANTS G-5 NON—SLEEPING < 10,000 1 STAIR x 44" (44/.3) = 146 OCCUPANTS 1 STAIR x 48" (48/3) = 160 OCCUPANTS 1 EXT. STAIR x 48" (48/.3) = 160 OCCUPANTS r � L L J DRAWN BY: JN REVIEWED BY: SCALE: NO SCALE SHEET NUMBER: BULL412-02A TRO BULLETIN N0. 412 A zcsizacroas Project: COOLEY DICKINSON HOSPITAL Re: DPH SUBMISSION 2 REVISIONS PLANNING SURGERY/BEDS EXPANSION BNGINBalING I p'rsaioz Dssicx Comm No. 2323 W.O. No. 77412 Doc. Ref. G001.1 Date 11/08/05 INDEX OF DRAWINGS VOLUME I GENERAL DRAWINGS G 000.1 COVER SHEET G 001.1 ABBREVIATIONS, LEGENDS, GENERAL NOTES, & DRAWING LIST G 002 OVERALL BUILDING PERSPECTIVE G 100 LIFE SAFETY GROUND FLOOR PLAN G 101 LIFE SAFETY FIRST FLOOR PLAN G 102 LIFE SAFETY. SECOND FLOOR PLAN G 103 LIFE SAFETY THIRD FLOOR PLAN B G 104 LIFE SAFETY P 412 G 105 LIFE SAF EXIST. FIFTH FLOOR/ELEVATOR PENTHOUSE PLAN ARCHITECTURAL DRAWINGS A 001 PARTITION SCHEDULE & DETAILS A 002 STANDARD MOUNTING HEIGHTS A 100 DEMOLITION PLANS AND ELEVATIONS A 200.A PARTIAL GROUND FLOOR PLAN—SECTION A A 200.6 PARTIAL GROUND FLOOR PLAN—SECTION B A 200.1) GROUND FLOOR DIMENSION PLAN A 200.Q GROUND FLOOR EQUIPMENT PLAN A 201.A PARTIAL FIRST FLOOR PLAN—SECTION A A 201.B PARTIAL FIRST FLOOR PLAN—SECTION B A 201.1) FIRST FLOOR DIMENSION PLAN A 201.Q FIRST FLOOR EQUIPMENT PLAN A 202 (NOT USED) A 203.A PARTIAL THIRD FLOOR PLAN—SECTION A A 2033 PARTIAL THIRD FLOOR PLAN—SECTION B A 203.1) THIRD FLOOR DIMENSION PLAN A 203.Q THIRD FLOOR EQUIPMENT PLAN A 204.A PARTIAL FOURTH FLOOR PLAN—SECTION A A 204.8 PARTIAL FOURTH FLOOR PLAN—SECTION B A 204.1) FOURTH FLOOR DIMENSION PLAN B A 204.Q ENT P N 412 A 210 ELEVATOR PENTHOUSE ROOF PLAN L L J DRAWN BY: JN REVIEWED BY: SCALE: NO SCALE SHEET NUMBER: BULL412—OIA. In conclusion, TRO has designed the electrical power source to the fire pump with maximum reliability in mind. As a result, we recommend the electric motor-driven fire pump derive its power source from the new building's double ended unit substation in lieu of a separate fire pump transformer and a connection ahead of the new building's service disconnect. Please evaluate the current configuration and provide us with your response as soon as possible. If you wish to discuss this matter further, please feel free to contact me at (617) 969-9400 ext. 191. Very truly yours, TRO/ THE RITCHIE ORGANIZATION Paul D. Konz, P.E. Director of Electrical Engineering PDK CC. Stacey Yeragotelis Richard Corder Juanita Forsythe Jamie Newton Dale Taglienti Keith Davis bus from the other transformer. This provides an added level of redundancy not provided when the fire pump motor and circuit is fed from a single dedicated fire pump transformer. Both NFPA 20 and NFPA 70 do not permit ground fault protection of equipment feeding fire pumps. This is in conflict with an NFPA 70 requirement for ground fault protection of service equipment rated 1000 amperes or more. Despite this conflict, TRO still believes the designed configuration is more reliable. Although a ground fault in the fire pump may trip the fire pump feeder breaker, the fire pump transfer switch will sense the interruption and transfer power to the emergency generator plant source which is prohibited from having ground fault protection. In this event, the generator plant will continue to feed the fire pump indefinitely even if the ground fault within the fire pump motor and/or circuit causes damage to the fire PUMP. The current configuration utilizes the hospital's on-site emergency generator plant. The generator plant consists of three generators, controls, and load shedding capabilities ensuring emergency power is available to loads with the highest priorities. If necessary, automatic load shedding will enable the generator plant to supply sufficient power capacity for normal starting and running of the fire pump motor. The hospital's on-site emergency plant supplies power to the fire pump via an automatic transfer switch. The automatic transfer switch is fed from the double ended substation and the emergency generator plant. If the utility service is lost or in the unlikely event that both transformers fail, the automatic transfer switch will transfer the fire pump load to the emergency generator plant source. The generator plant consists of three generators. The fire pump circuit can be sufficiently fed from only a single generator. All three generators would have to fail before power to the fire pump was interrupted. TRO has designed several hospital fire pump systems with electrical configurations similar the current design at Cooley Dickinson Hospital. We have designed these systems for hospitals around the country and this configuration was approved by the authority having jurisdiction in each of these locations. Two examples of hospitals where this configuration has been approved by the authorities having jurisdiction are: St. Mary's Health Care 200 Jefferson Street, SE Grand Rapids, MI 49503 Cape Cod Hospital 27 Park Street Hyannis, MA 02601 June 27, 2005 Comm. No. 2323 Deputy Fire Chief Duane Nichols Northampton Fire Department 26 Carlton Drive Northampton, MA 01060-2373 RE: FIRE PUMP ELECTRICAL POWER SOURCE Dear Deputy Chief Nichols, The purpose of this letter is to document the April 28`', 2005 discussion between you and Nick Votaw regarding the electrical power source configuration for the fire pump in the new Surgery/Beds Expansion Project at Cooley Dickinson Hospital. TRO recommends an alternative to what is required by NFPA 20 Standard for the Installation of Stationary Pumps for Fire Protection and NFPA 70 National Electric Code 2005 Edition. The alternative we have designed is a more reliable configuration for feeding the electric motor-driven fire pump. NFPA 20 states in section 9.2.1.1 that "power shall be supplied to the electric motor-driven fire pump by a reliable source or two or more approved independent sources." NFPA also states in section A.9.3.2.2.2 that "if the electrical service is supplied to the facility at voltage higher than utilization voltage, the committee feels that a separate transformer to provide power to the fire pump is appropriate." NFPA 20 states in section A.9.2.4 that, "Other configurations are also acceptable. The determination of the reliability of a service is left up to the discretion of the authority having jurisdiction." After discussions with the Northampton Fire Department, the design now supplies the fire pump from a distribution circuit breaker on the secondary side of the transformers within the new buildings double ended unit substation rather than providing a separate transformer strictly for the fire pump. This connection would be on the load side of the new building's service disconnecting means rather than ahead of the service disconnecting means as NFPA 20 recommends. It is TRO's opinion that the configuration currently designed is more reliable for the following reason. Two separate transformers feed the double ended unit substation bus. If one transformer and/or feeder fails, an automatic throw-over scheme will automatically refeed the og� �To 1 Z � l UV+ a DEPARTMENT Or BUILDING INSPECTIONS -' INSPECTOR 212 Main Street * Municipal Building North<unpton,MA 01060 Electrical Inspections - — George A. Fournier Date: March 29, 2007 Contractor: Wayne J. Griffin Electric 116 Hopping Brook Rd. Holliston, Ma. 01746 On 3 / 29/2007, an electrical inspection was done at Cooley Dickinson Hospital Electrical permit# EP-2006-0155 ,per your request. The inspection'revealed the following under the Massachusetts Electrical Code (CMR 12:00): Article 314.20 Box set back greater than I/ inch Article 314.21 Gaps greater than 1/8 inch Article 110.3(A) Examination of equipment. It was noted that 2 GFCI receptacles tripped out at 3 mA. Which conflicts with the UL 943 standard range of 4 to 6 mA. FYI: Voltage drop testing on branch circuits revealed voltage drop in excess of 5% as per fpn no. 4 Article 210.19 (A)(1) general. You may contact me at the above address or please call this office at (413) 587-1244 if you have any further questions pertaining to this matter. George A. Fournier ties nil Inspector City of Northampton Cc: BAR & BAR,Northampton Building Dept. JUL-24-2006 MON 03:09 PM CIVES STEEL COMPANY FAX NO. 2076222151 P. 02 07/24/2006 13:42 6075299161 PAGE 02 V NUCOR VULCRAFT GROUP chemung,New York F I E LD REPAIR SKETCH —Shoftoni no Joist With Rod For End web JUt3_NAME:_ Cooloy Dickenson DATE: _ MV 24,2006 -VULGRAFT FILE 26-05-1098 _ ORIGINAL LENG31-1-1; 45'-00"______—________ VULcwf L1ST __ REPAIRED LENGTH: 441-41' REPAIR BY:----� SCW ._ ------ AFFECTED MARKS: y -- J1- _ _._..._.. NEW LENCrrx� 3/16v 3" O 21/11, 2L's I''Y x I%'0/1 Meawre&Cut to 6L S'['frCPl '[YP each end of each new angle. 3/16"y 3" CLIP ITG AS SMOWN--�- PIROCEDURE: 1. All repairs shall be done In a professional and quality manner.VULCRAFT is NOT responsible for the workmanship of repair. 2. All Steel shall be a minimum yield of f✓y=36 ksi,unless noted otherwise. 3. All welding shall be performed by a welder currently certified In accordance with the American Welding Soalety requirements. Welder must be qualified for the welding positions required to properly install the reinforcing. 4. All welds are to be made using E70XX electrodes. Weld requirements are as specified in the details above. Weld symbol indicates size and length of weld for reinforcing member on near slde of joist only. Identical weld- required on far side of Joist also. S. Straighten any members where bends or kinks occur. The use of low heat is allowed,if necessary. Care must be used to assure existing welds are not damaged or broken. 6. Add new seat plate on tag end VV x 4"x 4"long,to the top chord as shown above. 7. Do not cut the existing web off until at least one angle of the new end web Is welded In place or the camber may be lost. Any gouges cut Into the bottom chord must be filled with weld metal, 8. Add the now end web angles,2 @ 1 112"x 1 112"x 3116"by 4'-a%"+ to the outside of the chords and weld as shown. Note that both ends of the new end web must be clipped as shown. Weld symbol indicates typical weld at each end of each angle. 9. Connect the new end web together at midpoint by the use of a stitcli(small angle or flat plate). 10.Cut off tho top chord et'&sinew length as shown. ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 Report No. 35 of Structural Steel Inspection Date: 818106 Client: The Cooley Dickinson Hospital Project: MAIN SURGERY TOWER Contractor: Barr and Barr Builders " Sub Contractor: B.R.I. Erectors Reported to: The Cooley Dickinson Hospital - AttentioN„.)Mlt.iTiiri-singleton r STRUCTURAL STEEL INSPECTION During today's site visit inspector met with the project superintendent who requested visual inspection of the Erected new Cooling Frame and Chiller Building Roof Framing, as well as the replaced damaged T/S Column in Stairway 1122. The following was noted: 1) Cooling Tower Framing was 100% completed as per E100 Drawings. All high strength galvanized bolts tightened. 2) Chiller Building Roof Framing. The Roof Framing joists had been modified as per field repair sketch by Cives Steel Co. See attached. Field fillet welds all visually acceptable. Horizontal bridging also installed as per JD7 and Roof Decking being welded with 518 puddle welds every 12". 3) New T/S Column. Damaged T/S Column was replaced between E and F and 3.4 and 4 Lines Second Level Stairway #1122. All high strength bolts replaced and tight and found to be visually acceptable. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. By: Richard Bellucci President Copy: Mr. Steve DeLisi, Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Inspector MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. MW MOISTURE TEST REPORT ❑ Residential ❑ Commercial Test Date-9.18 & 9/11/06 ❑ Consumer The Cooley Dickinson Hospital NAME ADDRESS Northampton, MA CITY STATE ZIP PHONE ❑ Contractor Barr and Barr Builders NAME ADDRESS CITY STATE ZIP PHONE ❑ Location of Tests The Cooley Dickinson Hospital, Main Surgery Tower, Northampton, MA ADDRESS CITY TEST RESULTS Conditions During Test Temp. Humidity Other TEST DATE TIME WEIGHT DATE TIME - WEIGHT HOURS WEIGHT LSS OF PH UNIT START START START STOP STOP STOP EXPOSED CHANGE EMISSIONS -s 33� 30.E s-,, 7 30 33. _ "3 `r-9 .33� . 4 9 $ 330 31•6) -11 73O -- 3. 1 IS 5 9-6 330 730 3`Y. 9 6Y 7 LOCATION OF TESTS $ 1. Ground Floor - Room G035 2. Ground Floor - Room G059 9 3. First Floor - Room 10 10 4. First Floor - Room 112 11 5. Third Floor - Room 301 12 6. Third Floor - Room 305 This Sealflex Moisture Detection Test Kit meets ASTM specifications #F1869. A pH test needs•to be performed along side each test kit in order to provide a complete evaluation of the concrete. (only use a pH testing pencil for best results) ALLIED TESTING LABORATORIES, INC. Tested by John McGreevy Director of es ing e vi Signature �'a�-R 'MtGtI � Date W1 0 ALLIED TESTING LABORATORIES, INC. 1 15 St.George Road . Springfield,Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 Report No. 1 of Moisture Detection Tests Date: 918106 & 9111106 Client: The Cooley Dickinson Hospital Project: MAIN SURGERY TOWER Contractor: Barr and Barr Builders Reported to: The Cooley Dickinson Hospital - Att: Mr. Tim Singleton Herewith is submitted, the results of Moisture Detection Tests conducted on 918 and 9111106 utilizing the Sealflex Industries, Inc. Moisture Detection Systems. Location of tests as directed by client's representative. See attached worksheet for test results. -- i s Respectfully submitted, ALLIED TESTING LABORATORIES, INC. By: Richard Bellucci President Copy: Mr. Steve DeLisi, Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Commissioner MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. r CHRISTOPHER PURINTION, CW1 21 Rowland Terrace Fax&Ph. (413)5674323 Longmeadow, MA 09106 Cell: ��'p- 5-SI-2S?Z- !ULTRASONIC TEST REPORT Date: Client: Al�iev T"S /,Iy Transducer: 70°� z.zs' r-1Nz Project: X001 —� D, j-(or(�r1�►-� Ultrasonic Unit: tJSNSG- Address: Al a-� Test Method Standard: /iG1Spf,J Fabricator: GUV. Acceptance Standard: AwSpl.f Description of Join:: *-e- Materiel: 1^ ,q lye j c vmn s�en�+ bi.tfs eci o s _ Defect Distance .2p fl es tl [web �, o � r� o _ o w, �7 Vy _ 01 } v ' P Weld Identifi m a G tJ� x } I A S I C mD C 70 A J•z-3 �p C 8 V C J4 p Remarks: ] ev�.�ds revere vcfc rv►t F � 'nor 1�i�i Level N Technician �- ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 Report No. 1 of NON-DESTRUCTIVE TESTS Date: 9113105 Client: The .Cooley Dickinson Hospital Project: Main Surgery Tower Reported to: The Cooley Dickinson Hospital - Att: Mr. Tim Singleton NON-DESTRUCTIVE TESTS Inspector on site this date for Ultrasonic Testing as requested. See attached worksheet for test results. Respectfully submitted, ALLIED TESTING LAB ATORIES, INC. By: Chester V. Dawicki Director of Testing Services Copy: Mr. Steve DeLisi, Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. o?3 5—q�, ALLIED TESTING LABORATORIES, INC. 1 1 S St.George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 Report No. 1 of Structural Steel Inspection Date: 9113105 Client: The Cooley Dickinson Hospital Project: Main Surgery Tower Gen. Contractor Barr and Barr Builders ��,, • Sub Contractor: Cives Steel Co. Erector: B.R.I. Reported to: The Cooley Dickinson Hospital - Att: Mr. Tim S.in� .�eton P 9 P g` STRUCTURAL STEEL INSPECTION During today's site visit inspector met with the Project Superintendent who stated that beginning today the first load of columns are to be erected; and that visual inspection of delivered steel should be conducted, as well as 100% Ultrasonic testing of full penetration welds for column flanges and webs to base plates. The following was noted: 1.) Beam 141B3 had sufficient coping by torching to the hole for backer bar access beneath the top flange. 2.) Shop fillet welds and full penetration welds on columns and beams are visually acceptable as per details on shop drawings. 3.) Six (6) columns have full penetration welds of the flanges/webs to base plate and Ultrasonic Inspector is performing U.T. on each. (See separate report for results.) Further inspection to follow. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. By: Chester V. Dawicki Director of Testing Services Copy: Mr. Steve DeLisi, Barr and Barr Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (4 13) 736-1838 Report No. 2 of Structural Steel Inspection Date: 9128105 Client: The Cooley Dickinson Hospital Project: Main Surgery Tower Gen. Contractor: Barr and Barr Builders Sub. contractor: B.R.I. Reported to: The Cooley Dickinson Hospital - Att: Mr. Tim Singleton STRUCTURAL STEEL INSPECTION During today's site visit inspector reviewed on going steel erection for the First Floor Framing from 8 to 12, A to E.1 during which the following was observed. Welding of moment connections previously welded this week at four beam to column top and bottom flanges are completed from the flat positions. These were B18 South, B19 East, B 110 West and B111 South. Not completed is the backgouging and overhead welds and the reinforcing fillet welds as shown on 5100 detail. The welder working on C111 North beam to column (CP) moment welds top and bottom flanges flat position only today. Utilizing a MIG welder with 5164 size inner shield wire 311ni. Welds were acceptable visually and will be tested by Ultrasonic Method when completed. Requested the general contractor to obtain certifications of all welders for this project for review during the next visit. Also today, inspector reviewed bolted connections between 8 and 12, A to E.1 along with anchor bolts. iron workers using electric torque wrenches to achieve tension to the TIC bolts which snaps off the splines indicating nuts are tight, not completed. Further inspection to follow. Respectfully submitted, ALLIE E TING VLB RATORIES, INC. By: Chester V. Dawicki Director of Testing Services Copy: Mr. Steve DeLisi, Barr and Barr Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. F ALLIED TESTING LABORATORIES, INC. 1 15 St.George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 Report No. 1 of Structural Steel Inspection Date: 9113105 Client: The Cooley Dickinson Hospital Project: Main Surgery Tower Gen. Contractor: Barr and Barr Builders Sub Contractor: Cives Steel Co. Erector: B.R.I. Reported to: The Cooley Dickinson Hospital - Att: Mr. Tim Singleton STRUCTURAL STEEL INSPECTION During today's site visit inspector met with the Project Superintendent who stated that beginning today the first load of columns are to be erected; and that visual inspection of delivered steel should be conducted, as well as 100% Ultrasonic testing of full penetration welds for column flanges and webs to base plates. The following was noted: 1.) Beam 141B3 had sufficient coping by torching to the hole for backer bar access beneath the top flange. 2.) Shop fillet welds and full penetration welds on columns and beams are visually acceptable as per details on shop drawings. 3.) Six (6) columns have full penetration welds of the flanges/webs to base plate and Ultrasonic Inspector is performing U.T. on each. (See separate report for results.) Further inspection to follow. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. By: Chester V. Dawicki Director of Testing Services Copy: Mr. Steve DeLisi, Barr and Barr Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED TESTING LABORATORIES, INC. 1 15 St.George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 Report No. 2 of Structural Steel Inspection Date: 9128105 Client: The Cooley Dickinson Hospital Project: Main Surgery Tower Gen. Contractor: Barr and Barr Builders Sub. contractor: . B.R.I. Reported to: The Cooley Dickinson Hospital - Att: Mr. Tim Singleton STRUCTURAL STEEL INSPECTION During today's site visit inspector reviewed on going steel erection for the First Floor Framing from 8 to 121 A to E.1 during which the following was observed. Welding of moment connections previously welded this week at four beam to column top and bottom flanges are completed from the flat positions. These were B18 South, B19 East, B 110 West and B 111 South. Not completed is the backgouging and overhead welds and the reinforcing fillet welds as shown on S100 detail. The welder working on C 111 North beam to column (CP) moment welds top and bottom flanges flat position only today. Utilizing a MIG welder with 5164 size inner shield wire 311ni. Welds were acceptable visually and will be tested by Ultrasonic Method when completed. Requested the general contractor to obtain certifications of all welders for this project for review during the next visit. Also today, inspector reviewed bolted connections between 8 and 12, A to E.1 along with anchor bolts. Iron workers using electric torque wrenches to achieve tension to the TIC bolts which snaps off the splines indicating nuts are tight, not completed. Further inspection to follow. Respectfully submitted, ALLIE E TING VLB RATORIES, INC. By: Chester V. Dawicki Director of Testing Services Copy: Mr. Steve DeLisi, Barr and Barr Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 Report No. 4 of Structural Steel Inspection �D( tEQ' -(1/4/05 Client: The Cooley Dickinson Hospital Project: Main Surgery Tower OCT Gen. Contractor: Barr and Barr Builders Sub Contractor: B.R.I. ; �_--- Ci`�? - Reported to: The Cooley Dickinson Hospital - ATT: Mr. '1Tim sffigj n - STRUCTURAL STEEL INSPECTION During today's site visit inspector reviewed on going erection for the First Floor Framing from 8 to 12, A to E.1, noting the following: 1) Some shop high strength hex head bolts for clip angles do not have washers beneath the turning element. The Superintendent was made aware and will contact the fabricator to discuss. 2) Found one beam not 100% bolted using high strength torque control bolts (removed for some re Notified the foreman and he said he will replace them. These are t B, 8.5. 3) A welder was completing beam to wall seat connections along E.1 Line; not complete this date. 4) Another welder was completing full joint penetration welds beam to column moments working on the overhead reweld on the bottom flanges as well as the required clip fillet and backer bar fillets. There are twelve moments this location, nine complete. The nine completed were done so using inner shield wire 212. this wire does not meet requirements for the reweld to the completed rJoint weld (moments) . The foreman and superintendent were made aware. Project Engineer of Record to be informed. Work on the rest of the moments to be changed to a SMAw 7018 welding rod. An ultrasonic test on all twelve top flanges was completed, but none of the bottom flanges. See separate report. Further inspection to follow. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. 6L&i+ '- - By: Chester V. Dawicki Director of Testing Services Copy: Mr. Steve DeLisi, Barr and Barr Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Inspector MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED TESTING LABORATORIES, KC 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 Report No. 3 of Structural Steel Inspection Date: Client: The Cooley Dickinson Hospital Project: Main Surgery Tower Gen. Contractor: Barr and Barr Builders �a OCT 7 3 2005 Sub Contractor: B.R.I. Reported to: The Cooley Dickinson Hospital - Att: Mr. Tim Singl!tQp.. STRUCTURAL STEEL INSPECTION During today's site visit inspector reviewed on .going welding of complete penetration joint welds. (moment connections); along with bolt inspection for First Floor Framing from 8 to 12, A to E.1. The following was noted: 1) Moment welding was being completed by the one welder previously inspected using same equipment and same procedures. He had completed all (12) beam to column top flange flat position welds and was to begin grinding the bottom of the bottom flanges as required for backgouging. He will then complete the overhead reweld and reinforcing fillets as required using shielded metal arc welding (SMAW) with an E7018 electrode. Further inspection and U.T. testing to be completed. 2) High strength torque control bolts for this floor were all either tight by electric torque gun or by hand as HT indicator on steel member next to nuts. Iron worker demonstrated with a spud wrench and extension bar with no further rotations achieved; and all contact metal was tight. 3) Several beam to wall seat connections not welded. Further inspection of this Level to follow. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. By: Chester V. Dawicki Director of Testing Services Copy: Mr. Steve DeLisi, Barr and Barr Mr. Dana Cooper, The Ritchie Organization Mr. Jeff STruble, Struble Engineering Mr. Anthony Patillo, Building Commissioner MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED TESTING LABORATORIES, INC. 115 St. George Road e Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (4 13) 736-1838 Report No. 3 of Structural Steel Inspection Date: 1014105 Client: The Cooley Dickinson Hospital Project: Main Surgery Tower Gen. Contractor: Barr and Barr Builders Sub Contractor: B.R.I. Reported to: The Cooley Dickinson Hospital - Att: Mr. Tim Singleton STRUCTURAL STEEL INSPECTION During today's site visit inspector reviewed ongoing welding of complete penetration joint welds. (moment connections); along with bolt inspection for First Floor Framing from 8 to 12, A to E.1. The following was noted: 1) Moment welding was being completed by the one welder previously inspected using same equipment and same procedures. He had completed all (12) beam to column top flange flat position welds and was to begin grinding the bottom of the bottom flanges as required for backgouging. He will then complete the overhead reweld and reinforcing fillets as required using shielded metal arc welding (SMAW) with an E7018 electrode. Further inspection and U.T. testing to be completed. 2) High strength torque control bolts for this floor were all either tight by electric torque gun or by hand as HT indicator on steel member next to nuts. Iron worker demonstrated with a spud wrench and extension bar with no further rotations achieved; and all contact metal was tight. 3) Several beam to wall seat connections not welded. Further inspection of this Level to follow. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. Y By: Chester V. Dawicki Director of Testing Services Copy: Mr. Steve DeLisi, Barr and Barr Mr. Dana Cooper, The Ritchie Organization Mr. Jeff STruble, Struble Engineering Mr. Anthony Patillo, Building Commissioner MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. CHRISTOPHER PURINTON. OWI 21 Roseland Terrace Fax&Ph, (413)587.4323 Longmeadow, MA 09106 Cell: '%o-6"-2 5gz ULTRASONIC TEST REPORT�v Date; /0-7-aS client: Alliid T A-j Transducer: ?d°-z„z5" IiHz Project: Ca� —,Di }-i'ar�, Ultrasonic Unit: yc3 vSNOL Address: . ; , /� Test Method Standard; /W 5.PI-/ ,z} Fabricator: Y Acceptance: Standard: Ati✓SD/.1 Description o;Joint: i Material: i45Tr1 �49z- ec� 9 e act Distance c E m a u v rs O O m a' v �- d L° o c i? ac'i u iv y , d' �' E Weld identification: _ c A o Q LL -� A B C _D Sf� " cuelds SNoP BA) X-ff, X 70 A t-Z-3 3 1 ho ss, 1 4/0 rx G Co% 13 (SHOP) 7. a piss wo K Remarks: AU 4d*d ►tee.-e-vsc . A..4/sd ru;- /CtAy' Level II TechnIC12n CHRISTOPHER PUR_ NTON, CWI 21 Roseland Terrace Fax& Ph. (413)567-4323 Longmeadow, MA 01106 Coll: g60- rSJ-•2582 ULTRASONIC TEST REPORT Date: /0-7�S' Client: Transducer: 70°- Project: 6�vle� - ,D, A'V. Ultrasonic Unit: K6-U6tV5a1- Address: lVorfl aw?*1, 1`'�i Test Method Standard: Fabricator: Acceptance Standard: AvvS., t.! Description of Joint: Material: h5M Mfz- i t„ �, C ect e s Defect Distance e , U- I a ° iv J aE J °2 > E 2 Weld Identification: 3 023 J O ❑ = I.L A B C D . 17.C.'! Isf fJo� C.-7111 7F x 70 2-2-3 5' G /� �►✓a��+ 7� gF x B 11 7-F x Y G x K sO x G &I S TF x . 2 7r x M.C.'s 2.vr /oor C,7 /! 77^ x c tr y"l� Remarks: At 761�d wo,4ef "-4- ✓ds M 4 ,071W fnor A Level II Technician ALLIED TESTING LABORATORIES, INC. 115 St.George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 Report No. 2 of NON-DESTRUCTIVE TESTS Date: 1017105 Client: The Cooley Dickinson Hospital Project: Main Surgery Tower Reported to: The Cooley Dickinson Hospital - Att: Mr. Tim Singleton NON-DESTRUCTIVE TESTS Inspector on site this date for Ultrasonic Testing as requested. See attached worksheet for test results. d�W m�►j;r.t I,YIS Respectfully submitted, ALLIED TESTING LABORATORIES, INC. b`e By: Chester V. Dawicki Director of Testing Services Copy: Mr. Steve DeLisi, Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Commissioner MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED TESTING LABORATORIES, INC. 1 15 St. George Road . Springfield,Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 P _ Report No. 5 of Structural Steel Inspection Date: 10/.11/0� Client: The Cooley Dickinson Hospital Project: MAIN SURGERY TOWER OCT Z 4 GO �J Gen. Contractor: Barr and Barr Builders Sub Contractor: B.R.I. Reported to: The Cooley Dickinson Hospital - Att: Mr. Tim Singleton STRUCTURAL STEEL INSPECTION During today's site visit inspector followed up on the rework of the nine moment connections which were incorrectly welded using unapproved wire filler metal. These were not reworked to date and was informed that a field sketch to rework the nine conned ions was coming and that it would have a request that after grinding out the faulty welded area, it be reinspected before rewelding with an approved wire. Monitored the beginning of the removal of bottom flange overhead welds. An iron worker only had a grinder and was slowly removing the affected weld area. None were ready for reweld this date. Below are the locations for the nine connections; all on First Floor Framing. B18 West Side C/8 East & West Sides C19 South D18 East Side B19 South B 111 West B 110 North C 110 North Also monitored a welder working with approved wire on moment connection for Third Floor Frame between 8 and 12 and A to E. Further inspection to follow. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. ins a By: Chester V. Dawicki Copy: Director of Testing Services Mr. Steve DeLisi, Barr and Barr Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Inspector MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. OCT-12-2005 09:21 From:BAR 4137397684 OCT-t p-20(15 To:4135870917 P.2/2 WED 09:13 AK CIVES STEEL 00 FAX NO, 2076222151 P. W 7401 bv.: VJ!ol'a�m.v 5erwge M N'T A,�l rt, VJ r:�.'T t"; f,� MscW,rZN ; D"AN BY DATE JOB: CHECKED ElY 13AT.F. COOLEY DICKIWON HOSPITAI. 919E NORTHAMPTON, MASSACHUSETTS APPROVM Dy DAN Q.A. mrr, CUSTOM BARR & DARK, INC, JOB NO. _kR_GN(2. 6�) xj Ed,. REV, ALLIED TESTING LABORATORIES, INC. 115 St.George Road • Springfield,Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 Report No. 6 of Structural Steel Inspection ? Date: 10112105 Client: The Cooley Dickinson Hospital Project: MAIN SURGERY TOWER Gen.Contractor: Barr and Barr Builders Sub contractor: B.R.I. Reported to: The Cooley Dickinson Hospital - Att: Mr. Tim Singleton STRUCTURAL STEEL INSPECTION During today's site visit inspector was notified by the Superintendent that due to the inclement weather the iron workers had left and no inspection would be required today. Note: Received a copy of the required field work for-,the nine moment connections noted on inspector's report dated 10111105. C T 2 4 2{'G i Respectfully submitted, ALLIED TESTING LABORATORIES, INC. By: Chester V. Dawicki Director of Testing Services Copy: Mr. Steve DeLisi, Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Inspector MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. c &se.1and TQrrace Fax&Ph. (413)567-4323 Longmeadow, MA 01106 Cap: $�D-SCI-AS8Z ULTRASONIC TEST REPORT Date: P-t7-Or Client: Al/ra 7e-4h 44, Transducer: 70°- 2..2s'MHZ Project: 60V �tckr:,s A /fos Ultrasonic Unit: "-VWSV4- Address: nA 'Test Method Standard: ,-0twSPh1 Fabricator: Acceptance Standard: ,�wSbjl Description of Joint: 7 4, bw# Materlal: ,41-577-1 A192- �, �G,a•�a.�.�`,rw ec e s e aC Distance d E 0 /r/ �a e 3rd r'lrP� �q 39 {N� W N CCU 41 �y It t c ?{ Weld fdentific�at an: L .5 A 8 C D rl X 70 A t� X jj rf Y $' X B ►� X 4 Cho c hI Al S x D �i vrsrf' iri�444W oe 1st 40, bo-h ., -PalG Remarks: we4ls -C� 7674'+ 1 "U; r� in �. wild a� jab spP4s, ft1.JSD1-1 -OY, . Level 11 Technician -A ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield,Massachusetts 01 104 Phone: (413) 736-1846 Fax: (4 13) 736-1838 — < Report No. 3 of NON-DESTRUCTIVE TESTS Date: 10/17/05 Client: The Cooley Dickinson Hospital Project: MAIN SURGERY TOWER Reported to: The Cooley Dickinson Hospital - Att: Mr. Tim Singleton NON-DESTRUCTIVE TESTS Inspector on site this date for Ultrasonic Testing as requested. See attached worksheet for test results. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. By: Chester V. Dawicki Director of Testing Services Copy: Mr. Steve DeLisi, Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Commissioner MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED TESTING LABORATORIES INC. 1 1 S St George Road • Springfield,Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 •7 Report No. 7 of Structural Steel Inspection Date: 10/17/05 Client: The Cooley Dickinson Hospital Project: MAIN SURGERY TOWER Gen. Contractor: Barr and Barr Builders Sub Contractor: B.R.I. . Reported to: The Cooley Dickinson Hospital - Att: Mr. lim Singleton STRUCTURAL STEEL INSPECTION During today's site visit inspector reviewed the nine moment connections which were previously noted as needing rework to the bottom flange overhead welds. It should be noted that these nine column locations were correct on previous reports; but disregard the directions locations as working North is 90° off. This has no effect on which nine are being reworked as there are either one or two per column and all on the columns listed are affected. Corrected locations have been made on all field sketches for new work. Iron worker still working on removing the reinforcing weld and stopping at the bottom of flange. A Sketch now approved by the Engineer of Record clearly shows a 114" root pass be removed. The foreman was directing his man to complete accordingly. The U.T. Inspector did review all completed backgouging before rewelding; then performed U.T. tests on all nine connections. Field fix moments were all acceptable. Further inspection to follow. Note: Corrected Locations - C18 North & South, B19 East, B 110 West, B 111 South, B18 South, D18 North, C19 East, C 110 West. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. Ujz il, I L 4 4064. By: Chester V. Dawicki Copy: Director of Testing Services Mr. Steve Dellsi, Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Inspector MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED TESTING LABORATORIE��C. ALL , 1 1 S St George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax:(413) 736-1838 Report No. 8 of Structural Steel Inspection Date: 10119105 Client: The Cooley Dickinson Hospital Project: MAIN SURGERY TOWER Gen. Contractor:Barr and Barr Builders Sub Contractor: B.R.I. Reported to: The Cooley Dickinson Hospital - Attention: Mr. Tim Singleton STRUCTURAL STEEL INSPECTION During today's site visit inspector reviewed the First Floor Decking and Framing between 6 and 12, A to E, and noted the following: 1) High strength torque control bolts for beam framing were tight; except for one row on the East Side of beam to column connection at 8 1E. Foreman notified. 2) Decking welded down using 314" Diameter Puddle Welds at 12" on center throughtout decking from 8 to 12, A to E, except near Column 9 1B. Foreman notified. 3) Decking sidelaps button punched every 18" on center max, except near Column 91B not crimped properly. 4) Welder working on moment connections between 6 and 8, A to D flat position during visit using 311ni inner shield wire. All appeared satisfactory. (A request for Ultrasonic Testing was scheduled for Friday.) Further inspection to follow. Respectfully submitted, ALLIED TESTINGLAB TORIES, INC. By: Chester V. Dawicki Director of Testing Services Copy: Mr. Steve DeLisi, Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Inspector MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. CHRISTOPHER PURINTON, CWl 21 Roseland Terrace Fax&Ph. (413)6674323 Longmeadow, MA 01106 Cell: &6© S72- ULTRASONIC TEST REPORT Date: /0-2./•057- Client: Afflict T�.F Transducer: 70°- 2,2s'ngz- Pro�ect: Ultrasonic Unit: k$_V_ S-04L Address: 116,,4,, n4 Test Method Standard: AV cpl,I Fabricator: C3,,s Acceptance Standard, Description of Joint: ;44,iii Material:,4sT"i7 1 f DeMbels I e ec IDIstance it 3r�1 f +mac _5 V m py1 a s 8 .Q .Q ? w M ,p O L pU 6 LL ... d7 w dl G X .� d � °-' 8 ud E E Weld Identification: d ,� !j 3 C -� A S C D AF_ x 70 -Z 58 cro x s ims s Oro &,tF X, -70 A /-Z--J S$ �V S X /sf ': a,� y -lz aw --Iles-/we.�t�►d s Remarks:/ � y wi7 a n,,-�CYN ;Q0,- Pwe a�" �c. �oya.. ru►n�C� i^f I i yv pe* wig a i j c vAl 244-. Level !i T� Technician oIJV 7C9:::;' ALLIED TESTING LABORATORIES, INC. 115 St.George Road • Springfield,Massachusetts 01 104 Phone: (413) 736-1846 Fax:(413) 736-1838 Report No. 4 of NON-DESTRUCTIVE TESTS Date: 10121105 Client: The Cooley Dickinson Hospital Project: MAIN SURGERY TOWER Reported to: The Cooley Dickinson Hospital - Att: Mr. Tim Singleton NON-DESTRUCTIVE TESTS Inspector on site this date for Ultrasonic Testing as requested. See attached worksheet for test results. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. 4 By: Chester V. Dawicki Director of Testing Services Copy: Mr. Steve DeLisi, Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Commissioner MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED TESTING LABORATORIES, INC. 1 1 S St.George Road • Springfield,Massachusetts 01 104 n Phone: (413) 736-1846 Fax:(413) 736-1838 � A* G��p Report No. 9 of Structural Steel Inspection Date: 10121105 Client: The Cooley Dickinson Hospital Project: MAIN SURGERY TOWER Gen. Contractor: Barr and Barr Builders Sub Contractor: B.R.I. Reported to: The Cooley Dickinson Hospital - Att: Mr. Tim Singleton STRUCTURAL STEEL INSPECTION During today's site visit inspector reviewed the start of column splice moment frame full penetration welding. The foreman asked what type of wire could be used. An E Mail from the Engineer of Record stated the same type used for moment beam to column connections. The foreman had the welder begin with an acceptable 311ni inner shield wire. Also today, shear studs began at the First Floor between A and E from 12 Line heading to 6. Utilizing 314" headed 3 718" studs with a ceramic furrell for shielding. Several were tested today using a 3 lb. hammer. A few failed and the welder replaced same. Further inspection to follow. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. l a� By: Chester V. Dawicki Director of Testing Services Copy: Mr. Steve DeLisi, Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Inspector MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED TESTING LABORATORIES, INC. 115 St.George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 130 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: Slab between B & C-1 & 2 The Cooley Dickinson Hospital 10/26/05 REPORTED TO: Att: Mr. Tim Singleton DATE: CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. J-932 J-933 J-934 J-935 Specimen No. Set # 4 A B C D Slump (in) 31" Entrained Air Content (%) 1.27 Concrete Temp. 72°F Date Sampled 9/28/05 9/28/05 9/28/05 9/28/05 Date Received 9/29/05 9/29/05 9/29/05 9/29/05 Date Tested 10/5/05 10/26/05 10/26/05 10/26/05 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.0 29,9 30.0 30.1 Total Load (Ibs) 87,290 113,505 114,050 121,875 COMPRESSIVE STRENGTH (Psi) 3090 4010 4030 4310 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: Mr. Steve DeLisi, Barr and Barr MR. Dana Cooper, The Ritchie Organization By: Chester V. Dawicki Mr. Jeff STruble, Struble Engineering Weber Engineering Mr. Anthonv Patillo, Buildine Tnsnector. Northampton ALLIED TESTING LABORATORIES, INC. 115 St.George Road • Springfield,Massachusetts 01 104 Phone: (413) 736-1846 Fax:(413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM-C39 REPORT NO: :129 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: Slab bwtween D&E-2&3 REPORTED TO: The Cooley Dickinson Hospital DATE: Att; Mr. Tim Singleton 10/26/05 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. J-928 J-929 J-930 J-931 Specimen No. Set # 3 A B C D Slump (in) 31" Entrained Air Content (%) 1.3% Concrete Temp. 70°F Date Sampled 9/28/05 9/28/05 9/28/05 9/28/05 Date Received 9/29/05 9/29/05 9/29/05 9/29/05 Date Tested 10/5/05 10/26/05 10/26/05 10/26/05 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28,3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.0 30.1 30.0 30.0 Total Load (Ibs) 82,510 128,550 119,485 120,220 COMPRESSIVE STRENGTH (psi) 2920 4550 4230 4250 Remarks. Respectfully submitted, ALLIED ITEES-TIN/G BORATORIES, INC. Copy: MR. Steve DeLisi, Barr and Barr Mr. Dana Cooper, The Ritchie Organization By: Chester V. Dawicki Mr, Jeff Struble, Struble Engineering Weber Engineering Mr. Anthony Patillo, Building Inspector, Northampton ALLIED TESTING LABORATORIES, INC. 115 St George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax:(413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS—ASTM C39 REPORT NO: 128 CLIENT: 'The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: Slab between D&E-4&5 The Cooley Dickinson Hospital REPORTED TO: Att: Mr. TIm Singleton DATE: 10/26/05 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. J-924 J-925 J-926 J-927 Specimen No. Set # 2 A B C D Slump (in) 411 Entrained Air Content Concrete Temp. 72°F Date Sampled 9/28/05 9/28/05 9/28/05 9/28/05 Date Received 9/29/05 9/29/05 9/29/05 9/29/05 Date Tested 10/5/05 10/26/05 10/26/05 10/26/05 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.4 30.3 30.2 30.4 Total Load (Ibs) 98,690 138,900 136,615 143,265 COMPRESSIVE STRENGTH (psi) 3490 4910 4830 5070 Remarks. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. COPY: Mr. Steve DeLisi, Barr and Barr Mr. Dana Cooper, The Ritchie Organization MR. Jeff Struble, Struble Engineering By: Chester V. Dawicki Mr. Anthony Patillo, Building Inspector, Northampton Weber Engineering ALLIED TESTING LABORATORIES, INC. 115 St George Road e Springfield,Massachusetts 01 104 Phone: (413) 736-1846 Fax:(413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 127 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: Slab Between A&B-4&6 REPORTED TO: The Cooley Dickinson Hospital DATE: Att: MR. Tim Singleton 10/26/05 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. J-912 J-913 J-914 J-915 Specimen No. Set # 1 A B C D Slump (in) Entrained Air Content (%) 1;:27. Concrete Temp. 70°F Date Sampled 9/28/05 9/298/05 9/28/05 9/28/05 Date Received 9/29/05 9/29/05 9/29/05 9/29/05 Date Tested 10/5/05 10/26/05 10/26/05 10/26/05 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 30.0 30.1 30.1 30.0 Total Load (Ibs) 93,945 137,765 136,130 132,165 COMPRESSIVE STRENGTH (psi) 3320 4870 4820 4670 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: Mr. Steve DeLisi, Barr and Barr Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering By: Chester V. Dawicki '1111N Weber Engineering Anthony Patillo, Building Inspector. NortbAmntnn ALLIED TESTING LA4p-,RAT ! -tES INC. . 1 1 5 St George Road • Springfje�g1 -Massachusetts 4 X Phone:(413) 736-1846 fad(41 �3�I� COMPRESSIVE STRENGTH OF CYLINDRICAL CONC� TE T�i!I, �—AS�'T'M C39 REPORT NO: 126 r; 2 4 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: Elevator PIt Walls By F4 The Cooley Dickinson Hospital 10/17/05 REPORTED TO: Attention: MR. Tim Singleton DATE: CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. J-70 J-71 J-72 J-73 Specimen No. Set #1 A B C D Slump (in) 51" Entrained Air-Content (%) 5.37 Concrete Temp: 80°F Date Sampled 8/22/05 8/22/05 8/22/05 8/22/05 Date Received 8/23/05 8/23/05 8/23/05 8/23/05 Date Tested 8/29/05 9/19/05 10/17/05 9/19/05 Age at Test (days) 7 28 56 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) . 28.3 28.3 28.3 28.3 Wgt. of Specimen (lbs) 29.2 29.2 29.2 29. 1 Total Load (Ibs) 69, 140 102,900 115,625 101 ,880 COMPRESSIVE STRENGTH (psi) 2450 3640 4090 3600 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: Mr. Steve DeLisi, Barr & Barr v' Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering BY Chester V. Dawicki ALLIED TESTING LABORATORIES, INC. 1 15 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 Report No. 10 of Structural Steel Inspection Date: 10128105 4 Client: The Cooley Dickinson Hospital Project: MAIN SURGERY TOWER Gen. Contractor: Barr and Barr Builders t Sub Contractor: B.R.I. Reported to: The Cooley Dickinson Hospital - Att: Mr. Tim Sibgleton STRUCTURAL STEEL INSPECTION During today's site visit inspector met with the Project Structural Engineer and toured the site, discussed several issues and met with the welder working on the Column Splices. Noted a few flanges that are not flush on the back side creating a gap when a backer bar is attached (as described by welder) . The welder said he was going to remove a small section of the bottom flange to make for a tighter fit. The Engineer of Record said he would review this condition for approval. Also today reviewed the First Floor Framing from 6 to 12, A to E, noting two locations where high strength bolts needed to be tightened and several shear studs to be replaced. A list was given to the erection foreman. Further inspection to follow. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. �& �/, d"J, By: Chester V. Dawicki Director of Testing Services Copy: Mr. Steve DeLisi, Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Inspector MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. OK✓D ALLIED TESTING LABORATORIES, INC. 1 15 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 Report No. 11 of Structural Steel Inspection Date: 10131105 Client: The Cooley Dickinson Hospital Project: MAIN SURGERY TOWER Gen. Contractor: Barr and Barr Builders Sub Contractor: B.R.I. Reported to; The Cooley Dickinson Hospital - Att.r Mr. Tim Singleton STRUCTURAL STEEL INSPECTION During today's site visit inspector reviewed the First Floor Framing and Shear Studs between Lines 6 and 12 and A to E. The items on the list left during my last visit were not completed to date for a concrete placement scheduled for 1113105. The foreman had an iron worker complete these during this visit, except for two rows of shear stud which have 4 and 5 studs respectively broken. The foreman said they would weld them by hand if the sheer stud contractor does not return before the concrete date. The Superintendent was aware and will inspect those himself prior to placement. No other issues within the First Floor Deck Pour location. Further inspection to follow. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. r, By: Chester V. Dawicki Director of Testing Services Copy: Mr. Steve Delisi, Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Inspector MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. 427 � ALLIED TESTING LABORATORIES, NC. 115 St George Road . Springfield,Massachusetts 01104 Phone:(413) 736-1846 Fax (413) 736-18380��3 CONCRETE FIELItEPORT NO. 33 DATE: 11/4/05 Client: The Cooley Dickinson Hospital Project: Main Surgery Tower - Contractor: Barr and Barr Builders Producer: Construction Service un.',l - 9 Location of Cociete Placement: 1st Level Slab Reported to: The Cooley Dickinson Hospital Att: Mr. Tim Singleton CYLINDER FABRICATION - ASTM C31 DATE CAST: 11/4/05 IDENTIFICATIO'. TIME TRUCK CLASS SLUM EXACT LOCATION Set # 1 A,B,C,D 9:00 282 4000 5J" Slab-Lines-Btw 11 & 12 B & C Set #22A"15;Q�D 9:30 278 4000 5" Slab-Lines-Btw 10 & 11 A & C Set # 3 A,B,C,D 10:90 282 4000 5}" Slab-Lines-Btw 9 & 10 A & C Set # 4 A,B,C,D 11:00 285 4000 5" Slab-Lines-Btw 8 & 9 C & D SLUMP TESTS - _STM C143 AIR CONTENT TESTS - ASTM .C173 or C231 Time Truck Slump Time Truck No. Air Content M, 9:00 282 5J" 9:00 282 5.57 9:30 278 5" 9:30 278 5.27 10:00 282 5J" 10:00 282 5.77 11:00 285 5" 11:00 285 5.47 AMBIENT TEMPF:•._'URE CONCRETE TEMPERATURE - ASTM C1064 Time Tempe- Lure Time Truck No. Temperature 9:90 50°F 9:00 282 70°F 9:30 50°F 9:30 278 71°F 10:00 60°F 10:00 282 72°F 11:00 60°F 11:00 285 71°F Weather: Clear Temp: 60's No. Yds. 200 Respectfully submit=2, Copy: Mr. Steve DeLisi, Barr and Barr ALLIED TESTING V?,..TORIES, INC. Mr. Dana Cooper, The Ritchie Organization j Mr. Jeff Struble, Struble Engineering Weber Engineering Mr. Anthony Patillo, Building Inspector By: Chester V. Day:=L;i Director of Testing �rvices AEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED TESTING LABORATORIES, INC. 115 St.George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 Report No. 12 of Structural Steel Inspection Date: 1117105 Client: The Cooley Dickinson Hospital is Project: MAIN SURGERY TOWER Gen. Contractor: Barr and Barr Builders Sub Contractor: B.R.I. NOV 1 6 20`05' Reported to: The Cooley Dickinson Hospital - Att: Mr. Tim Singleton i STRUCTURAL STEEL INSPECTION During today's site visit inspector began inspection of high strength bolted connections, deck welds, sidelaps, shear studs and welded connections for the Third Floor from Grid Lines A to E and 6 to 12. The following was noted: A) High strength bolts were approximately 95% completed. Incomplete connections were noted and given to both the Superintendent and iron workers' foreman; also marked on columns. B) Welded connections approximately 95% completed. All moment welds full penetrations completed and ultrasonic inspector on site to complete the bottom flanges. A list of incomplete fillet welds given to super and foreman. C) Deck Welds 100% completed. 518" diameter every 12" on center. D) Sidelaps - None have been secured at this time. E) Shear Studs - Using a 3 lb. hammer, over three dozen studs were, i broken off. Further inspection to follow. The welder said adjustments will be made on the machine. Respectfully submitted, ALLIED TESTING// RATORIES, INC. By: Chester V. Dawicki Director of Testing Services Copy: Mr. Steve DeLisi, Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Inspector MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED TESTING LABORATORIES, INC. 1 1 S St.George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (4 13) 736-1838 Report No. 14 of Structural Steel Inspection Date 'l1%11/05 Client: The Cooley Dickinson Hos p ital Project: MAIN SURGERY TOWER Gen. Contractor: Barr and Barr Builders Sub Contractor: B.R.I. i Reported to: The Cooley Dickinson Hospital - Att ,Mr 'Tim'Single,ton STRUCTURAL STEEL INSPECTION During today's site visit inspector reviewed work still incomplete for the Third Floor from A to E, 6 to 12. The following was noted: A) Shear plate not welded as per detail at 7 1D. Requires a 5116 fillet full length full returns top and bottom. Not welded at all. B) Bolts loose or missing - D.218.5, C.9111.3, E.1 111.8, B 16, E 16, C111.2 and C 111.5. A copy was given to the project super. Also, side laps now completed per detail and wire mesh/#4 rebar on deck ready for concrete. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. a* ( By: Chester V. Dawicki Director of Testing Services Copy: Mr. Steve DeLisi, Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Inspector MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. —Af ALLIED TESTING LABORATORIES, INC. 115 St.George Road . Springfield,Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 Report No. 15 of Structural Steel Inspection' �'_l�l ` /05 Client: The Cooley Dickinson Hospital Project: MAIN SURGERY TOWER Gen. Contractor: Barr and Barr Builders Sub Contractor: B.R.I. Reported to: The Cooley Dickinson Hospital - Att, Mr._'Tim Singleton STRUCTURAL STEEL INSPECTION During today's site visit inspector reviewed the Third Floor Framing. The punch list which was to be completed prior to slab on deck placement. All but loose bolts at 1316 - E 16, C111.2, C 111.5. Also reviewed progress for the Fourth Floor Framing/Decking from 6 to 12, A to E. The following was noted: Moment Beam to Column Welds Top Flanges 90%±, Bottom Flanges 10%t, Column Splices 80%±, High Strength Bolts 90%±• Decking Layted 100%, 50% Welded. Ultrasonic testing to be scheduled for full penetration welds prior to deck welding over welds to be tested and when column splices are complete. To be re-scheduled when bottom flanges are complete prior to concrete placement on deck. Further inspection to follow. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. e& ! 4,L't By: Chester V. Dawicki Director of Testing Services Copy: Mr. Steve DeLisi, Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Inspector MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. CONCRETE FIELD REPORT NO. 1078 DATE: 1111612006 Client: The Cooley Dickinson Hospital Project: Main Surgery Tower, Norhtampton, MA Contractor Barr and Barr Builders Producer: Construction Service Location of Concrete Placement: Sidewalks by Bike Rack and Main Entrance Respectfully submitted, ALLIED TESTING LABORATORIES, INC. By: Richard Bellucci Copy President Mr. Steve DeLisi, Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Weber Engineering Anthony Patillo, Building Inspector ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 CONCRETE FIELD REPORT NO. 1078 DATE: 11/16/2006 Client: The Cooley Dickinson Hospital Project: Main Surgery Tower, Norhtampton, MA Contractor Barr and Barr Builders Producer: Construction Service Location of Concrete Placement: Sidewalks by Bike Rack and Main Entrance Reported to: The Cooley Dickinson Hospital Attention: Mr Tim Singleton CYLINDER FABRICATION -ASTM C31 DATE CAST: 11/16/2006 IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION Set#1-A,B,C,D 8:45 275 4000 4.5" Sidewalk by Bike Rack Set#2-A,B,C,D 12:00 279 4000 5" Sidewalk by Main Entrance SLUMP TESTS -ASTM C143 AIR CONTENT TESTS -ASTM C173 or C231 Time Truck Slump Time Truck No. Air Content(%) 8:45 275 4.5" 8:45 275 5.5% 12:00 279 5" 12:00 279 5.3% AMBIENT TEMPERATURE CONCRETE TEMPERATURE -ASTM C1064 Time Temperature Time Truck No Temperature 8:45 58°F 8:45 275 74°F 12:00 60°F 12:00 279 75°F Weather: Rainy Temp.: 60's No. Yds.: 80 MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. * i CHRISTOPHEER PURINM. CWI 21 Roseland terrace Fax&Ph. (413)567.4323 Longmeadow, MA 01106 Cell: ULTRASONIC TEST REPORT Date: Client: Al�iad Tev' 5 Transducer: -70°- :,,2, HHx Project: cf�f, j>rr�iasan f�or�vfa� Ultrasonic Unit: KV- vsNsof. Address: it�^�+cl..�,�t Test Method Standard: AWSPI/ Fabricator: C,, es Acceptance Standard: . ws-pl j Description of Joint: 71rz, hi,4 Material: As'Tr1 A9fZ 11ame-0 t eci c e ect Distance lrf II t4 _ L � � Weld identification: v °' A S C p C17/11 x 70 A /-2-.3 S6 Chi /V,-s x iu 8 /o Go x .b 4 G9 x AS D8 x 3rd� ao�s /ate C 11 Jfcl, Lbuev x A t1 1laf1► G 9 ao}l, f Remarks: All welds cverer 'V[t0d� 1As .W U%04V tp r � Turiay- �- Level It Technlciah�'"�,w _Afl�-� ALLIED TESTING LABORATORIES, INC. 1 1 5 St George Road • Springfield,Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 Report No. 7 of NON-DESTRUCTIVE TESTS DATE: 11117105 Client: The Cooley Dickinson Hospital Project: MAIN SURGERY TOWER Reported to: The Cooley Dickinson Hospital - Att: Mr. Tim Singleton NON-DESTRUCTIVE TESTS Inspector on site this date for Ultrasonic Testing as requested. See attached worksheet for test results. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. Y,*, �/'4 By: Chester V. Dawicki Director of Testing Services Copy: Mr. Steve DeLisi, Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Commissioner r I 1.: NOV 2 x:005 MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / 1.A.C.R.S. ALLIED TESTING LABORATORIES, INC. 1 15 St George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax:(413) 736-1838 Report No. 16 of Structural Steel Inspection Date: 11118105 Client: The Cooley Dickinson Hospital Project: MAIN SURGERY TOWER Gen. Contractor: Barr and Barr Builders Sub Contractor: B.R.I. Reported to: The Cooley Dickinson Hospital- Att: Mr. Tim Singleton STRUCTURAL STEEL INSPECTION During today's site visit inspector monitored and reviewed the Fourth Floor Framing and Decking from 6 to 12, A to E. The following was noted: 1) Monitored ongoing shear stud welding along with column splice, full penetration welding. The shear studs were being sound tested as they were going along. All appeared acceptable. The full penetration welding also continues. by days end two remain in this area needed for concrete placement above according to the Superintendent. Also not completed in this area are the bottom flanges for the beam to column moments (full penetration welds) . 2) Several loose bolts were found within that area and an iron worker was shown and all were tightened by days end. 3) Also not completed was diagonal tube brace along E Line. Needs welding top and bottom. The Super said that the brace was not beneath the pour location. Further inspection for that area to be completed 11121105 and concrete scheduled for 11122105. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. raov By: Chester V. Dawicki Director of Testing Services Copy: Mr. Steve DeLisi, Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Pa Bu .1 n p t (-,�.cT. TAWS. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. CHRISTOPHER PURINTON, CWI 21 Roseland Terrace Fax&Ph. (413)567-4323 Longmeadow, MA 01106 Cell: F6O-M-2m ULTRASONIC TEST REPORT Date: tl�zl-os Client: Allft+W 7e-4h�"� Transducer: 70°- zS Project: CoV/t VI:1 1nw /Iarti'Al Ultrasonic Unit: kD- 0SN5V1-- Address: 1lo4 1br, , t-M Test Method Standard: i WSb1,/ Fabricator: CA;A5 Acceptance Standard: AWSIV l Description of Joint: 71C4, dvbl Material: 4s--rl 4qfz- Decibels I Lumfec t Distance c m a o u •� L � o Cf � > � a � > � � C �"y m: Weld Identification: 1 4f 1 A B I?.C:'.r-Alp% r/, TF' cs K r X G k D � r a /,� x 13L X cd, hdr,S- s .B/8x GS X Remarks: Il tvt�ls tvC•e. ✓efva/l� 1� e..,cfd %r r.�¢�di+.�. isryrrf� Level - 11 Technician 671 Z) 0 ALLIED TESTING LABORATORIES, INC. 1 1 S St George Road • Springfield,Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 Report No. 8 of Non-Destructive Tests Date: 11121105 Client: The Cooley Dickinson Hospital Project: MAIN SURGERY TOWER Reported to: The Cooley Dickinson Hospital - Att: Mr. Tim Singleton NON-DESTRUCTIVE TESTS Inspector on site this date for Ultrasonic Testing as requested. See attached worksheet for test results. Nov 0 LU�3 _ `,.,. :S n r Respectfully submitted, ALLIED TESTING LABORATORIES, INC. GiL�G�.ai By: Chester V. Dawicki Director of Testing Services Copy: Mr. Steve DeLisi, Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Commissioner MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. -14g� ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 137 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: 2nd LEvel, Between 8 & 9, A & B REPORTED TO: The Cooley Dickinson Hospital DATE: Att• Mr. Tim Singleton 11/21/05 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. K-681 Specimen No. Set # 3 A Slump (in) 51" Entrained Air Content (%) 4.5% Concrete Temp. 65°F Date Sampled 11/14/05 Date Received 11/15/05 Date Tested 11/21/05 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 24.0 Total Load (Ibs) 73,990 COMPRESSIVE STRENGTH (Psi) 2620 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy:Mr. Steve DeLisi, Barr and Barr G'&k v . Mr. Dana Cooper, The Ritchie Organization By: Chester V. Dawicki Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Inspector, Northampton Weber Engineering ALLIED TESTING LABORATORIES, INC. 1 15 St.George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax:(413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 136 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: 2nd Level, Between 10 & 11 - C & D REPORTED TO: The Cooley Dickinson Hospital DATE: Att: Mr. Tim Singleton 11/21/05 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. K-677 Specimen No. Set # 2 A Slump (in) 5" Entrained Air Content (%) 3.9% Concrete Temp. 66°F Date Sampled 11/14/05 Date Received 11/15/05 Date Tested 11/21/05 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 24.4 Total Load (Ibs) 83,960 COMPRESSIVE STRENGTH (psi) 2970 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: Mr. Steve DeLisi, Barr and Barr LYA v � Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble , Struble Engineering By: Chester V. Dawicki Mr. Anthony Patillo, Building Inspector, Northampton WEber Engineering 4 ALLIED TESTING LABORATORIES, INC. 115 St.George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 135 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: 2nd Level, Between 11 & 12 - B & C The Colley Dickinson Hospital REPORTED TO: Att: Mr. Tim Singleton DATE: 11/21/05 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement llbs) r Fine Aggregate (Ibs) r Coarse Aggregate (Ibs) NOV 2 33 Water (gals) Admixture (oz) LABORATORY NO. K-685 Specimen No. Set # 1 A Slump (in) 51" Entrained Air Content (%) 3.57 Concrete Temp. 68°F Date Sampled 11/14/05 Date Received 11/15/05 Date Tested 11/21/05 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 24.0 Total Load (Ibs► 87,890 COMPRESSIVE STRENGTH (psi) 3110 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: MR. Steve DeLisi, Barr and Barr v. �. Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering BY Chester V. Dawicki Mr. Anthony Patillo, Building Inspector, Northampton Weber Engineering ALLIED TESTING LABORATORIES, INC. 115 St George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 Report No. 17 of Structural Steel Inspection Date: 11121105 Client: The Cooley Dickinson Hospital Project: MAIN SURGERY TOWER r---,, Gen. Contractor: Barr and Barr Builders l Sub Contractor: B.R.I. Reported to: The Cooley Dickinson Hospital - Att: k ,`,',�T.M-Singl eton STRUCTURAL STEEL INSPECTION During today's site visit inspector reviewed the progress of the Fourth Floor Framing as per request of the project superintendent so concrete can be placed on deck from 6 to 12, A to D. The following incomplete steel items remain: 1) Column splice between Third and Fourth Floor, full penetration welded connection, not welded. 2) All of the beam to column full penetration moment welds, bottom flange not completed. Also noted today, shear studs completed acceptable as per 3 lb. hammer test. Wire mesh and #4 rebar laved on decking. it should also be noted at least two bolts remain missing Third Floor Framing and two locations high strength bolts loose. The area South of the Elevator Pit Framing for the Fourth Floor not complete column splices bolted type loose bolts, as well as beams above in this area. The Super said that section will not have concrete placed at this time. Further inspection to follow. Respectfully submitted, ALLIED TESTING LABORATORI,ES,. _,INC. G:�uTSC� By: Chester V. Dawicki Director of Testing Services Copy: Mr. Steve Delisi, Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Inspector MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. TV; ALLIED TESTING LABORATORIES, INC. 1 1 5 St.George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 Report No. 18 of Structural Steel Inspection Date: 11123145. . Client: The Cooley Dickinson Hospital Project: MAIN SURG$RY TOWER Gen. Contractor: Barr and Barr Builders Sub Contractor: B.R.I. Reported to: The Cooley Dickinson Hospital - Att: Mr. Tim Singleton STRUCTURAL STEEL INSPECTION During today's site visit inspector reviewed the Fourth Floor Framing from 6 to 12, A to E, and found that the column splices are welded. The bottom flanges for beam to column moment connections are still not completed requiring a backgouging and reweld including the required overhead reinforcing welds. The other work not completed in this area is between D and E from 10 to 11; bolts not tight. That section is not to be receiving concrete slab. Further inspection to follow. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. By: Chester V. Dawicki Director of Testing Services Copy: Mr. Steve DeLisi, Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Inspector MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED TESTING LABORATORIES, INC. 1 15 St.George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax:(4 13) 736-1838 Report No. 19 of Structural Steel Inspection Date: 11129105 Client: The Cooley Dickinson Hospital Project: MAIN SURGERY TOWER Gen. Contractor:Barr and Barr Builders Sub Contractor: B.R.I. Reported to: The Cooley Dickinson Hospital - Att: Mr. Tim Singleton STRUCTURAL STEEL INSPECTION During today's site visit inspector reviewed the Fourth Floor Framing from Lines 6 to 12, A to E. (Note: this area is to be receiving concrete on deck soon and a list of incomplete steel items still outstanding, but were to now have been completed) . One (1) remaining outstanding item at bottom flange not welded as per moment connection detail 10 1B West. The foreman said, due to water coming down, he had to wait to do that one. Super has been updated and will wait for completion and have all completed bottom flange moment welds ultrasonically tested prior to placing concrete. Further inspection to follow. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. d;k �/,a'j' , By: Chester V. Dawicki Director of Testing Services Copy: Mr. Steve DeLisi, Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Inspector MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. CHRISTOPHER PURINTQN CWI 21 Roseland Terri Pax$ Ph, (413)567-4323 Longmeadow, MA 01106 Cell; &0- ULTRASONIC TEST DEPORT &_2- Date: /2-1-OS- Client: i9'I4t-r'l ], rug Transducer: 70 Project: (� )>/Z� -Aa-• H ;7%,/ Ultrasonic unit: � /q! ~ �JSti'S�1Z.. Address: Nor r Test Method Standard: Fabricator: Acceptance Standard: Description of Joint: Material: rw./- eCt C CCt Distance C4 Vy,Rq" s m c� U M d a L p u ti a Weld Idea ficaison: ? m 0 D d a , d J r 1Q Qai o a �J in Q w `3 70 -2-1 6 � 3 Al 174— 1 13 �. 1� .3 F�63 . ... 70 Remarks: /V wei� WEre V%1 J lio�-w 7'p Techni �T 72rv# ;01'% Level II ' CHRISTOPHER PU}31 sj CWl 21 Ro eland Terrace Fax& Ph. (413)367 4323 Longmeadow, MA 01106 Call: X60- 5�-1 -3.582- ULTRASONIC TEST REPORT _ Date: /2.-(-Jr Client: tiller Transducer: '70°_ ;2,,zrmyz. Project: C'oo/ nt # i7W Ultrasonic �� ' Unit: K�. US Nsv� Address: ' fA, i /+� Test Method Standard: Ar✓SD/,/ Fabricator: �� ' Acceptance Standard: ��,� Description of Joint- by Material: 9� t.•lo�ne�.�, eci e a Def act Distance g: w E E Weld-Identification: E a� J c m A B C D 3r# Fs X 70 (-z- 57 Chi Sov7� X 70 15 2 S E -y of ,Z 7 Q � u JI" ?0 5' .JJ k 9 � � S x C- S Ns x S 4 -- 's � x C r Y 13 k Remarks: A !�✓�f cv� (/lsvo�l� ,+v�yp,�,r 0.4 R' a� Level II Techn'I-clan IN ALLIED TESTING LABORATORIES, INC. 115 St George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax:(413) 736-1838 Report No. 9 of NON-DESTRUCTIVE TESTS DATE: 1211105 Client: The Cooley Dickinson Hospital Project: MAIN SURGERY TOWER Reported to: The Cooley Dickinson Hospital - Att: Mr. Tim Singleton NON-DESTRUCTIVE TESTS Inspector on site this date for Ultrasonic Testing as requested. See attached worksheet for test results. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. e& Y' a,,,-4 By: Chester V. Dawicki Director of Testing Services Copy: Mr. Steve DeLisi, Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Commissioner MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. 4r ALLIED TESTING LABORATORIES, INC. 115 St George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 141 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: Slab-Lines Between 8 & 9, C & D REPORTED TO: The Cooley Dickinson Hospital DATE: 12/2105 Att. Mr Tim Singleton CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. K-556 K-557 K-558 K-559 Specimen No. Set # 4 A B C D Slump (in) 5" Entrained Air Content (%) 5.4% Concrete Temp. 71°F Date Sampled 11/4/05 11/4/05 11/4/05 11/4/05 Date Received 11/7/05 11/7/05 11/7/05 11/7/05 Date Tested 11/11/05 12/2/05 12/2/05 12/2/05 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 24.0 24.0 24.0 24.1 Total Load (Ibs) 85,690 134,610 135,270 138,430 COMPRESSIVE STRENGTH (psi) 3030 4760 4780 4900 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: Mr. Steve DeLisi, Barr and Barr v Mr. DAna Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering By: Chester V. Dawicki Mr. Anthony Patillo, Building Inspector, Northampton Weber Engineering -Ac ALLIED TESTING LABORATORIES, INC. 115 St George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS—ASTM C39 REPORT NO: 140 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: Slab-LInes-Between 9 & 10, A& C REPORTED TO: The Cooley Dickinson Hospital DATE: Att; Mr. Tim Singleton 12/2/105 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. K-560 K-561 K-562 K-563 Specimen No. Set # 3 A B C D Slump (in) 5}" Entrained Air Content 5.7% Concrete Temp. 72°F Date Sampled 11/4/05 11/4/05 11/4/05 11/4/05 Date Received 11/7/05 11/7/05 11/7/05 11/7/05 Date Tested 11/11/05 12/2/05 12/2/05 12/2/05 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28,3 28,3 28.3 28.3 Wgt. of Specimen (Ibs) 24.0 24.2 24.0 24.1 Total Load (Ibs) 85,595 135,175 130,680 127,155 COMPRESSIVE STRENGTH (psi) 3030 4780 4620 4500 Remarks. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. COPY: Mr. Steve DeLisi, Barr and Barr 14 v Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering By: Chester V. Dawicki Mr. Anthony Patillo, Buioding Inspector, Northampton Weber Engineering Nr ALLIED TESTING LABORATORIES, INC. 1 1 5 St George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS— ASTM C39 REPORT NO: 139 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION.OF CONCRETE PLACEMENT: Slab-Lines Between-10 & 11, A & C The Cooley Dickinson Hospital DATE: REPORTED TO: Att: Mr Tim Singleton 12x/,2/05 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. K-564 K-565 K-566 K-567 Specimen No. Set # 2 A B C D Slump (in) 5" Entrained Air Content (%) 5.27 Concrete Temp. 71°F Date Sampled 11/4/05 11/4/05 11/4/05 11/4/05 Date Received 11/7/05 11/7/05 11/7/05 11/7/05 Date Tested 11/11/05 12/2/05 12/2/05 12//2/05 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 24.0 24.0 24.0 24.1 Total Load (Ibs) 91,105 1499460 149,185 157,485 COMPRESSIVE STRENGTH (psi) 3220 5290 5280 5570 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. / Copy: Mr. Steve DeLisi, Barr and Barr v/ � Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering By: Chester V. Dawicki Mr. Anthony Patillb, Building Inspector, Northampton Weber Engineering ALLIED TESTING LABORATORIES, INC. 1 15 St.George Road . Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS—ASTM C39 REPORT NO: 138 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: Slab-Lines Between 11 & 12 B & C The Cooley Dickinson Hospital REPORTED TO: Att: Mr. Tim Singleton DATE: _ ,12Y2005 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. K-568 K-569 K-570 K-571 Specimen No. Set # 1 A B C D Slump (in) 51" Entrained Air Content M 5.5% Concrete Temp. 70°F Date Sampled 11/4/05 11/4/05 11/4/05 11/4/05 Date Received 11/7/05 11/7/05 11/7/05 11/7/05 Date Tested 11/11/05 12/2/05 12/2/05 12/2/05 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 24.0 24.2 24.3 24.1 Total Load (Ibs) 88,945 134,215 139,165 138,000 COMPRESSIVE STRENGTH (psi) 3150 4750 4920 4880 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: Mr. Steve DeLisi, Barr and Barr �44 v i� Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering By: Chester V. Dawicki Mr. Anthony Patillo, Building Inspector, Northampton /,,} nr Ft1A1 '1PPYlnR MITI Is] s • MOISTURE TEST REPORT ❑ Residential ❑ Commercial Test Date 1211 & 12/4/05 ❑ Consumer The Cooley Dickinson Hospital NAME ADDRESS Northampton, MA CITY STATE ZIP PHONE .❑ Contractor Barr and Barr Builders NAME ADDRESS CITY STATE ZIP PHONE ❑ Location of Tests The Cooley Dickinson Hospital, Main Surgery Tower, Northampton, MA ADDRESS CITY TEST RESULTS Conditions During Test Temp. Humidity Other TEST DATE TIME WEIGHT DATE TIME WEIGHT HOURS WEIGHT LBS OF PH UNIT START START START STOP STOP STOP EXPOSED CHANGE EMISSIONS 2 I Z 3°° 3 3 4 5 LOCATION OF TESTS 6 1. First Floor 7 2. Third Floor 8 3. Cytology Lab 9 10 11 12 This Sealflex Moisture Detection Test Kit meets ASTM specifications #F1869. A pH test needs-to be performed along side each test kit in order to provide a complete evaluation of the concrete. (only use a pH testing pencil for best results) ALLIED TESTING LABORATORIES, INC. Tested by Jeremy Burke John McGreevy, Director of'Vesting Services Signature G Date 14&Ury ALLIED TESTING LABORATORIES' NC 1 15 St.George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 Report No. 2 of Moisture Detection Tests Date: 1211106 & 1214106 Client: The Cooley Dickinson Hospital Project: MAIN SURGERY TOWER Contractor: Barr and Barr Builders Reported to: The Cooley Dickinson Hospital - Att: Mr. Tim Singleton Herewith is submitted, the results of Moisture Detection Tests conducted on 1211 and 1214106 utilizing the Sealflex Industries, Inc. Moisture Detection Systems. Location of tests as directed by client's representative. See attached worksheet for test results. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. 44�14w By: Richard Bellucci President Copy: Mr. Steve DeLisi, Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Commissioner MEMBER: A.S.T.M. / A.C.!. / A.W.S. / A.S.N.T. / M.C.1B. / I.A.C.R.S. ALLIED TESTING LABORATORIES, INC. 1 15 St.George Road • Springfield,Massachusetts 01 104 d —`1"G Phone: (413) 736-1846 Fax: (413) 736-1838 Report No. 20 of Structural Steel Inspection Date: 1216105 Client: The Cooley Dickinson Hospital Project: MAIN SURGERY TOWER Gen. Contractor: Barr and Barr Builders Sub Contractor: B.R.I. Reported to: The Cooley Dickinson Hospital - Att: Mr. Tim Singleton STRUCTURAL STEEL INSPECTION During today's site visit inspector reviewed on going steel erection for Fifth Floor Framing between 6 and 12, A and E. 90% of high strength torque control bolts tightened and a welder working on beam to column moment connections. Welding process was as previously noted on past visits. Also noted at the Fourth Floor Framing two incomplete overhead welds for the bottom flanges; one at B 110 and the other at C 111. This location was rejected and needs repair as per U.T. Inspector's notes on column. Further inspection to follow. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. By: Chester V. Dawicki Director of Testing Services Copy: Mr. Steve DeLisi, Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Inspector MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. QHRISTOPHER PURINTON, CWI 21 Roseland Terrace Fax&Ph. (413) 567-4323 Longmeadow, MA 01106 Dell: ,258 ULTRASONIC TEST REPORT Date j2-8'D5 Client: a 7e—,big Transducer: '7A°- ,x„25-MHZ- Project: boa/ �ici�ihsal )40'r 1� Ultrasonic Unit: k B -USJ1 S DL Address: f�,••h *A , r�4 Test Method Standard: AWSDh/ Fabricator: G'.,Yes - Acceptance Standard: AW5.a1,I Description of Joint: �� (W Material: AS rt l /}?,?Z- R0610 eci e s Defect Distance Mems-'t Ca�+,ec ►s m s v Q R � � x rD�► 1✓�Gw��.x w d 'd d C u ». Weld ldentl cation: - 3 go: 3 ? rn 16L ti A- e is D 6 >� -70 A 1-241 5 D8 x 1s 9 C119 x CM X G U N, S X -7111 Remarks: All veldt were~ V/s�al�y rnr�,�&� � �`D0l°� �.?or- �i► '�7y� Leval ►I Technician s ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 Report No. 10 of NON-DESTRUCTIVE TESTS DATE: 1218105 Client: The Cooley Dickinson Hospital Project: Main Surgery Tower Contractor: Barr and Barr Builders Reported to: The Cooley Dickinson Hospital - Att: Mr. Tim Singleton NON-DESTRUCTIVE TESTS Inspector on site this date for Ultrasonic Testing as requested. See attached worksheet for test results. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. a* �//av;4. By: Chester V. Dawicki Director of Testing Services Copy: Mr. Steve DeLisi, Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Commissioner MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED TESTING LABORATORIES, INC. 115 St George Road • Springfield,Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 142 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: 2nd Level, Between 11 & 12 - B & C The Colley Dickinson Hospital REPORTED TO: Att: Mr. Tim Singleton DATE: 12/12/05 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. K-685 K-686 K-687 K-688 Specimen No. Set # 1 A B C D Slump (in) 5j" Entrained Air Content (%) 3.5% Concrete Temp: 68°F Date Sampled 11/14/05 11/14/05 11/14/05 11/14/05 Date Received 11/15/05 11/15/05 11/15/05 11/15/05 Date Tested 11/21/05 12/12/05 12/12/05 12/12/05 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 24.0 24.0 24.1 24.0 Total Load (Ibs) 87,890 161,475 168,195 161,945 COMPRESSIVE STRENGTH (psi) 3110 5710 5950 5730 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. Copy: MR. Steve DeLisi, Barr and Barr 4&k �'• - Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering BY= Chester V. Dawicki Mr. Anthony Patillo, Building Inspector, Northampton Weber Engineering ALLIED TESTING LABORATORIES, INC. 115 St George Road • Springfield,Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS—ASTM C39 REPORT NO: 144 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: 2nd LEvel, Between 8 & 9, A & B REPORTED TO: The Cooley Dickinson Hospital DATE: 12/12/05 Att: Mr. Tim Singleton CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. K-681 K-682 K-683 K-684 Specimen No. Set # 3 A B C D Slump (in) 5P Entrained Air Content (96) 4.5% Concrete Temp. 65°F Date Sampled 11/14/05 11/14/05 11/14/05 11/14/05 Date Received 11/15/05 11/15/05 11/15/05 11/15/05 Date Tested 11/21/05 12/12/05 12/12/05 12/12/05 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 24.0 24.3 24.2 24.1 Total Load (Ibs) 73,990 147,560 152,025 147,345 COMPRESSIVE STRENGTH (psi) 2620 5220 5380 5210 Remarks. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. / Copy:Mr. Steve DeLisi, Barr and Barr v' � Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering By: Chester V. Dawicki Mr. Anthony Patillo, Building Inspector, Northampton Weber Engineering kr ALLIED TESTING LABORATORIES, INC. 115 St George Road • Springfield,Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS— ASTM C39 REPORT NO: 143 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: 2nd Level, Between 10 & 11 - C & D REPORTED TO: The Cooley Dickinson Hospital Att• Mr. Tim Singleton DATE: 12/12/05 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. K-677 K-678 K-679 K-680 Specimen No. Set # 2 A B C D Slump (in) 5" Entrained Air Content (%) 3.9% Concrete Temp: 66°F Date Sampled 11/14/05 11/14/05 11/14/05 11/14/05 Date Received 11/15/05 11/15/05 11/15/05 11/15/05 Date Tested 11/21/05 12/12/05 12/12/05 12/12/05 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 24.4 24.4 24.5 24.6 Total Load (Ibs) 83,960 153,265 153,970 168,865 COMPRESSIVE STRENGTH (psi) 2970 5420 5450 5970 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. / Copy: Mr. Steve DeLisi, Barr and Barr k Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble , Struble Engineering By: Chester V. Dawicki Mr. Anthony Patillo, Building Inspector, Northampton WEber Engineering ALLIED TESTING LABORATORIES, INC. 115 St.George Road • Springfield,Massachusetts 01 104 �� - Lk Phone: (413) 736-1846 Fax:(413) 736-1838 Report No. 21 of Structural Steel Inspection Date: 12116105 Client: The Cooley Dickinson Hospital Project: MAIN SURGERY TOWER Gen. Contractor: Barr and Barr Builders Sub Contractor: B.R.I. Reported to: The Cooley Dickinson Hospital - Att: Mr. Tim Singleton STRUCTURAL STEEL INSPECTION During today's site visit inspector reviewed steel framing work for the Fourth and Fifth Floors between 6 and 12, A to E. The decks were extremely wet and water was dripping heavy through upper decks. The only remaining welds below the Fourth Floor Area that are to receive concrete soon were two overhead welds to moment connections at C 110 and B 111. Both have now been completed and will be tested by the U.T. Inspector during the next visit. Also noted, Fifth Floor moments having overheads ready for U.T. Testa between 6 and 12, A to E. High strength bolted connections approximate 90D completed same location. Between 1 and 6 there are ten column splices and four have been welded and ready for U.T. testing. Spoke with the Superintendent who agreed U.T. testing should be scheduled as soon as possible. Further inspection to follow. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. By: Richard Bellucci President Copy: Mr. Steve DeLisi, Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Inspector MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. 9-HRISTOPHER PURINION M 21 Roseland-Terrace Fax&Ph. (413)567-4323 Longmeadow, MA 01106 Cell. $(p-M-2S22.- ULTRASONIC TEST REPORT -Date: /Z/Z•2.0-0"' "' Client: Alliad 70-s-h� Transducer: 70°-2.,2s'nNz Project: C�616-� ,�/c,�insa� )4e-V%O Ultrasonic Unit: Kg_ VSN5-ot- Address: fVr Test Method Standard: Aw5Dl l Fabricator., Clv;,s Acceptance Standard: Aw r-Pl- Description of Joint: Material: /4,rTxl Alf?_ s+ // Decibels e ect Distance Ci0(trmn SiD�iC�d a d u m a V e m 2 � � 3i m if v m oo is N 5 Weld Identification: d LL J J J tS lL A B C D ,a 3 BvYN Fcs� ? 2-J S' D 6 FLT 3e 70 A /-z i Remarks: /Alt w^" were- r-is�.11y �necfiea/ 1 aad error �o �i%�• n � Level 11 Technician CHRISTOPHER PURINION, CWI 2Z Roseland Terrace !, Fax&Ph. (413) 567.4323 Longmeadow, MA 01106 call:' $60-5;9-2ST7- ULTRASONIC TEST RVORT Rath: /2-zo- o5" Clieht: Allred &Ofd Transducer: 70°- q-2r HHx PrvjOct: C/ .?r'0k1kw Ultrasonic Unit: Kp-vSNSa� Address: J1ld a at, } Test Method Standard: ,ywsPm Fabrieptor: etK,s Acceptance Standard: AwS.pl,! Description of Joint: fie-, &,7�' Material: ,q-sT-tj Arfy„ @c1 e S e 8Gi ;stance t'CQl�M'V� ll�es 0 U. 3 Weld tdentification: " ° � o A B C D 11 X R f2-:3 0 -7o A t z-3 59 Ord G6 NS S 77- x d! k tlo;�t Gs x 04 0= FL x . 5 aorta u ss C WOO \ G 6 107V R.6V Remarks: weds oa-*- vnw-11y mpeapw A-w( 7v rar �- irrn Level II Technician ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield,Massachusetts 01 104 Phone: (413) 736-1846 Fax:(413) 736-1838 �v Report No. 11 of NON-DESTRUCTIVE TESTS DATE: 12120105 Client: The Cooley Dickinson Hospital Project: MAIN SURGERY TOWER Reported to: The Cooley Dickinson Hospital - Att: Mr. Tim Singleton NON-DESTRUCTIVE TESTS Inspector on site this date for Ultrasonic Testing as requested. See attached worksheet for test results. Respectfully submitted, AL EDT TIN ORAT IES, INC. By: Richard Bellucci President Copy: Mr. Steve DeLisi, Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Commissioner MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ow ALLIED TESTING LABORATORIES, lk?_ " 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 Report No. 22 of Structural Steel Inspection Date: 12120105 Client: The Cooley Dickinson Hospital Project: MAIN SURGERY TOWER Gen. Contractor: Barr and Barr Builders Sub Contractor: B.R.I. Reported to: The Cooley Dickinson Hospital - Att: Mr. Tim Singleton STRUCTURAL STEEL INSPECTION During today's site visit inspector reviewed on going welding. Three welders worked on full penetration joints between 1 and 6 Lines from B to D. Inspector noted a new welder working and spoke with him regarding his certificate. He said he would give a copy to his foreman at days end. Asked what type of wire was in his welding machine and he said it was 311ni. Several spent spools were found along the deck. Note, this wire to be acceptable for this procedure. Welder was working on a horizontal full penetration weld column splice. Noticed a misaligned column splice which created an out of tolerance fit up for the North Flange on Column D16 approximately 318" out of line. The project superintendent was informed who said he would speak with the foreman for B.R.I. and see if it will require a field modification or be approved as is. Also today, monitored non-destructive testing by U.T. Inspector of full penetration welds for column splice (not including the North Flange of D 16) along with top flanges of beam to column moments Third Floor Framing between 1 and 6, A to E. Also completed the two remaining overhead welds to B 110 and C 111 Fourth Floor Framing. That now completes testing of moments between '6 and 12, 1A to E Fourth Floor Framing. Still waiting for conditions on the Fourth F1 Lo test for the Fifth Floor Framing. Also note, not all full penetration welds completed between 1 and 6 Third Floor, Fourth Floor and Fifth Floor. Further inspection to follow. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. c By: Richard Bellucci President Copy: Mr. Steve DeLisi, Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble, Engineering Mr. Anthony Patillo, Building Inspector MEMBER: A.ST.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. CHRISTOPHER PURINTON. QVVI 21 Roseland Terrace Fax&Ph. (413)5674323 Longmeadow, MA 01106 Coll, -M-,2S$?— ULTRASONIC TEST REPORT Date:,' J.2•ZZ-OS— Client: Transducer: Pr,oJect: Ultrasonic Unit; ,M -vS,Y9vL Address: ��ia r�]�.r�� Test Method Standard: AwSDl./ ,fabricator G;„ Acceptance Standard: AwSpl.l Description of Joint: +peg ivy- Material: A577i "m eci e s Defec t Distance 0E u c � E r �? N m � � � ' � N E o Weld identification: ° � �` °� °3. 5 °; o o 9. U - B C D 3n il4ir a )e 1 70 A ,L2 J3 T1w A rP a r� y 7- Remarks: All Jd, w-e• vary Level II Technician i t i ALLIED TESTING LABORATORIES, INC. 1 1 S St.George Road • Springfield,Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 Report No. 12 of NON-DESTRUCTIVE TESTS DATE: 12122105 Client: The Cooley Dickinson Hospital Project: MAIN SURGERY TOWER Reported to: The Cooley Dickinson Hospital - Att: Mr. Tim Singleton Inspector on site this date for Ultrasonic Testing as requested. See attached worksheet for test results. Respectfully submitted, ALLIED TESTIN LABORATORIES, INC. By: Richard Bellucci President Copy: Mr. Steve DeLisi, Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Commissioner MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. TAr ALLIED TESTING LABORATORIES, INC. 1 1 5 St George Road • Springfield,Massachusetts 01104 Phone:(413) 736-1846 Fax(413) 736-1838 CONCRETE FIELD REPORT NO 36 DATE: 12/2-$/05 . , Client: The Cooley Dickinson Hospital Project: Main Surgery Tower Contractor: Barr and Barr Builders Producer: Construction Service Location of Concrete Placement: 4th Floor Slab on Garde Lines 6.5 - 12 Reported to: The Cooley Dickinson Hospital. Att: Mr.Tim Singleton CYLINDER FABRICATION - ASTM C 31 DATE CAST: 12/28/05 IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION Set # 1 A,B,C,D 8:30 270 *4000 7}" 4th Floor S.O.D.Lines 6.5 - 12 Set # 2 A,B,C,D 10:30 264 *4000 7" 4th Floor S.O.D.Lines6.5-12 Set # 3 A,B,C,D 11:15 271 *4000 6 3/4 4th Floor S.O.D.Lines6.5-12 * L_ight Weight SLt TEST - -ASTM C143 AIR CONTENT TESTS - ASTM C173 or C231 Time Truck Slump Time Truck No. Air Content (�) 8:30 270 7J" 8:30 270 4.77 10:30 264 7" 10:30 264 4.47 11:15 271 6 3/4" 11:15 271 4.47 AMBIENT TEHREUTEIRE CONCRETE TEMPERATURE - ASTM C1064 Time Temperature Time Truck No. Temperature 8:30 26°F 8:30 - 270 61°F 10:30 28°F 10:30 264 60°F 11:15 33°F 11:15 271 63°F Weather: Cloudy Temp: 30's No. Yds. : 180+ Copy: Mr. Steve DeLisi, Barr and Barr Respectfully submitted, Mr. Dana Cooper, The Ritchie Org. ALLIED TESTING LABORATORIES, INC. Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Inspector Weber Engineering By: Richard Bellucci President MEMBER: A.ST.M. / A.C.I. / A.W.S. / A.S.N T. / M.C.I.B. / I.A.C.R.S. ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 Report No. 23 of Structural Steel Inspection Date: 113106 Client: The Cooley Dickinson Hospital Project: MAIN SURGERY TOWER Gen. Contractor: Barr and Barr Builders Sub Contractor: B.R.I. Reported to: The Cooley Dickinson Hospital - Att: Mr. Tim Singleton STRUCTURAL STEEL INSPECTION During today's site visit inspector spoke with the project superintendent who indicated that the First Floor from 1 to 6, A to E, would need steel inspection. The following was noted: 1) Conditions were such that not all high strength bolted connections were accessable along with many welded connections. There was, however, a column with two missing anchor bolts, sheared off before erection of 9 column 47c The superintendent has asked the fabricator to forward a f! .--- Also noted moment connections welded awaiting Ultrasonic Testing. Tested several shear studs and found no failures, but only 314 completed this area. Deck welds and sidelap crimping was 90% completed as per project specifications. Further inspection to follow. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. X4;6t�/4 llle�� By: Richard Bellucci President Copy: Mr. Steve DeLisi, Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Inspector. MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED TESTING LABORATORIES, INC. 115 St.George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 Report No. 1 of Spray-On Fireproofing Inspection Date: 113106 Client: The Cooley Dickinson Hospital Project: MAIN SURGERY TOWER Contractor: Barr and Barr Builders Reported to: The Cooley Dickinson Hospital - Attention: Mr. Tim Singleton SPRAY-ON FIREPROOFING INSPECTION Inspector on site this date for spray-on fireproofing inspection as requested. Spoke with the project superintendent who indicated that an initial review of of the Spray-On Fireproofing Operation was requested in the Basement from 6 to 12, A to E. The following was noted: Sub Contractor East Coast Fireproofing had thought they were completed with the basement from 6 to 12, A to E, but did not have the table of project thickness and are going to recheck that area before asking for inspection. It was noticed that they were using/Monokote MK6HY standard low density freproofing. It appears that stan a° rd means and methods were being used for this operation and further inspection of thickness will be completed as requested by client or general contractor. --- ` Respectfully submitted, ALLIED TESTING LABORATORIES, INC. 114� ` By: Richard Bellucci President Copy: Mr. Steve Delisi, Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Inspector MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED TESTING LABORATORIES, INC. 115 St George Road • Springfield,Massachusetts 01 104 Phone:(413) 736-1846 Fax(413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS—ASTM C39 REPORT NO: 147 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: 4th F14SOD Lines 6.5 - 2 Tne Cooley Dickinson Hospital ""` "` REPORTED TO: Att: Mr. Tim Singleton DATE: 1/4/06 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. L-82 Specimen No. Set # 3 Slump (in) 6 3/4"�'l/ Entrained Air Content (96) —#`:47" Concrete Temp: 63°F Date Sampled 12/28/05 Date Received 12/29/05 Date Tested 1/4/06 Age at Test (days) 7 Dimensions (in) 6x12 Area (s4 in) 28.3 Wgt. of Specimen (Ibs) 24.5 Total Load (Ibs) 85,750 COMPRESSIVE STRENGTH (psi) 3030 Remarks. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. Mr. Steve DeLisi, Barr and Barr Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Copy: Mr. Anthony Patillo, Struble Engineering $Y: Richard ellucci Weber Engineering President ALLIED TESTING LABORATORIES, INC. 115 St George Road • Springfield,Massachusetts 01 104 Phone:(413) 736-1846 Fa>c(413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS—ASTM C39 REPORT NO: 146 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: 4th Floor SOD Lines 6.5 — 12 The Cooley Dickinson Hospital __-- " DATE: 1/4/06 REPORTED TO: Singleton -Att: CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (OZ) LABORATORY NO. L-78 Specimen No. Set # 2 Slump (in) 71� Entrained Air Content ) _..----�•47 Concrete Temp. 60°F Date Sampled 12/28/05 Date Received 12/29/05 Date Tested 1/4/06 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in). 28.3 Wgt. of Specimen (Ibs) 24.5 Total Load (Ibs) 87,710 COMPRESSIVE STRENGTH (psi) 3100 Remarks. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. Mr. Steve DeLisi, Barr and Barr Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering /By: Richard ellucci Copy: ' Mr. Anthony Patillo, Building Inspector President Weber Engineering 073 ALLIED TESTING LABORATORIES, INC. 115 St George Road • Springfield,Massachusetts 01104 Phone: (413) 736-1846 Fa>c(413) 736-1838 .. COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS—ASTM C39 REPORT NO: 145 JAN 9 2006 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: 4th Floor, SOD Lines 6.5 - 12 REPORTED TO: The Cooley Dickinson Hospital DATE: 1/4/06 Att Mr. Tim Singleton CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. L-74 Specimen No. Set # 1 Slump (in) 7 " Entrained Air Content (%) 4.7% Concrete Temp: 61°F Date Sampled 12/28/05 Date Received 12/2/9%05 Date Tested 1/4/06 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in). 28.3 Wgt.of Specimen (Ibs) 24.5 Total Load (Ibs) 77,640 COMPRESSIVE STRENGTH (psi) 2750 Remarks. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. Weber Engineering Mr Anthony Patillo, Building Inspector Copy: Mr. Steve DeLisi, Barr and Barr By: R Mr. Dana Cooper, The Ritchie Orhanization President Mr. Jeff Struble, Struble Engineering I CHRISTQEHER PURINTON,CWI_ 21 Roselarid Terrace Fax& Ph. (413)567-4323 Longmeadow, MA 01106 Cell: ?6o- M.,z s?z ULTRASONIC TEST REPORT Date. j�-`�� Client: 1-tIla 76474� Transducer: 700- 2-2 s' rtKZ Project: Ultrasonic Unit: 1'a-V5NM Address: t'y4" �' Test Method Standard: ,orwSDJ,/ Fabricator: hi s Acceptance Standard-,^wSDI,I Description of Joint: 74e, /x,# Material: , qfz- eci e s Defkt Distance C e ? c fe cm E vm 'Sa � ud M Im� QV) 8 Weld identification: A B C _D 3rd Aw- 70 A k2-' G lV S Tr x 83 � e' 3 'V S D 3 7F G y G 7r Remarks: /�ff olds use v�si �n�¢c'�a/ a� aue�1`��j�^igr- � �i�y► s ,. Level 11 Techniel CHRISTOPHER PURINTON, CWI 21 Roseland Terrace Fax&Ph. (413) 567 4323 Longmeadow, MA 01106 Celt: 006D-- M,2 S9, ULTRASONIC TEST REPORT Date: Client: Allia 7 Transducer: 70°- 2,z S r-/L Project: q/� i{�y;fef ultrasonic Unit: XP-USNsM- Address: ,,.. , , , , eK Test Method Standard: Fabricator: C� Acceptance Standard:Aw-r.D/,/ Description of Joint: f +_� Material: ,45774 f}ggZ Decibels Me Distance a E 3 + r> u Q E CL d . 0c & u_ 0 o Weld Identification: L, _9 o a A A A D� G 3 !11 S IIlc j? of x . x ID A/ AF t3 .8F x C 5r $ r. rF x Z ' 7F x 7r X. Remarks: Ru �, s ,(/ ' ��i�fia.� K,{ec.�ud �er ar+uCe��t�/� y �o- el j �B-►ti��• Level Il Techrilclim ALLIED TESTING LABORATORIES, INC. 1 1 S St George Road • Springfield,Massachusetts 01 104 OS 3 6 ,44 Phone: (413) 736-1846 Fax: (413) 736-1838 Report No. 13 of NON-DESTRUCTIVE TESTS Date: 114106 Client: The Cooley Dickinson Hospital Project: MAIN SURGERY TOWER i""! ,.' r)r" 0 Reported to: The Cooley Dickinson Hospital - Att: Mr. Tim Singleton NON-DESTRUCTIVE TESTS Inspector on site this date for Ultrasonic Testing as requested. See attached worksheet for test results. Respectfully submitted, ALLIED TES NG OPpATORIZS, INC. • By: Richard Bellucci President Copy: Mr. Steve DeLisi, Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Commissioner MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED TESTING LABORATORIES, INC. 1 1 S St.George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 Report No. 24 of Structural Steel Inspection Date: 115106 Client: The Cooley Dickinson Hospital Project: MAIN SURGERY TOWER Gen. Contractor: Barr and Barr Builders Sub Contractor: B.R.I. Reported to: The Cooley Dickinson Hospital - Att: Mr. Tim Singleton STRUCTURAL STEEL INSPECTION During today's site visit inspector reviewed the Fifth Floor Framing and Decking from A to E, 6 to 11 and First Floor Framing and Decking from A to E, 1 to 6. The following was noted: FIFTH FLOOR - All high strength torque control bolts were tight either by electric wrench which removed the spline tips indicating bolt tightness, or hand tightened as height written on beams indicates. A random sample of hand tight proved with a pipe extension. There was one connection at B 110 North which was neither and marked as loose and told to Superintendent and Erection Foreman. The decking welds/sidelap crimping/shear studs and .wire mesh and rebar was found to be as per project specificiations. FIRST FLOOR - All high strength bolts tight. Decking welds, sidelap connections and shear studs acceptable. Wire mesh and rebar in place. As previously noted, at Column 41C two anchor bolts are gone broke at bottom column. The project superintendent has spoken with the engineer of record and a repair is being prepared. Also reviewed ongoing welding Fourth Floor Framing between 1 and 6, A to E. Welders using proper wire for overhead moment welds. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. By: Richard Bellucci President Copy: Mr. Steve DeLisi, Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization Mr. Jeff STruble, Struble Engineering Mr. Anthony Patillo, Building Inspector MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED TESTING LABORATORIES.. INC. 115 St George Road • Springfield,Massachusetts 01 104 Phone: (413) 736-1846 Fa>c (413) 736-1838 CONCRETE FIELD REPORT NO. 37 DATE: 1/11/06 Client: The Cooley Dickinson Hospital Project: Main Surgery Tower Contractor: Barr and Barr Builders Producer: Construction Service Location of Concrete Placement: Slab-Roof- 8.5 to 12- A to D Reported to: The Cooley Dickinson Hospital, Att: Mr. Tim Singleton CYLINDER FABRICATION - ASTM C 31 DATE CAST: 1/11/06 IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION Set # 1 A,B,C,D 8:30 272 4000 6T— Sla -Between 0 & 11-C & D Set # 2 A,B,C,D 9:30 287 4000 5#" Slab-Between 8 & 9 -C & D Set # 3 A,B,C,D 10:30 285 4000 6" Slab-Between 9 & 10-A & B Set # 4 A,B,C,D 11:30 267 4000 6" Slab-Between 10 & 11-A & B SLUMP TEST ASTM C143 AIR .CONTENT TESTS - ASTM C173 or C231 Time Truck Slump Time Truck No. Air Content (%) 8:30 272 6" 8:30 272 4.07 9:30 287 5J" 9:30 287 4.57 10:30 285 6" 10:30 285 5.17 11:30 267 6" 11:30 267 4.77 AMBIENT TEMEMTM CONCRETE TEMPERATURE - ASTM C1064 Time Temperature Time Truck No. Temperature 8:30 40°F 8:30 272 64°F 9:30 40°F 9:30 287 62°F 10:30 45 0F 10:30 285 64°F 11:30 45°F 11:30 267 61°F Weather: Cloudy Temp: 40's No. Yds. : 200 Copy: Mr.Steve DeLisi, Barr and Barr Respectfully submitted, Mr. Dana Cooper, The Ritchie Org. ALLIED TESTING LABORATORIES, INC. Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Inspector Weber Engineering 4/44e By: Richard Bellucci President MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B, / I.A.C.R.S. ALLIED TESTING LABORATORIES, INC. I I S St.George Road . Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (4 13) 736-1838 Report No. 25 of Structural Steel Inspection Date: 1112106 Client: The Cooley Dickinson Hospital r Project: MAIN SURGERY TOWER Gen. Contractor: Barr and Barr Builders Sub Contractor: B.R.I. Reported to: The Cooley Dickinson Hospital - Att: Mr. Tim Singleton STRUCTURAL STEEL INSPECTION During today's site visit inspector reviewed Low Roof Framing and Decking A to D 1 to 3, High Roof Fifth Floor Framing and Decking 3 to 8, A to F and Third Floor Framing 3 to 8, A to D. The following was noted: 1) For the Low Roof, high strength bolts tight, except at 21B North. Moments welded and tested except for B13 South. The overhead had not been backgouged and rewelded and the vertical 5116 fillet not done to the shear plate. Also, deck welds, sidelaps, shear studs o.k. 2) For the High Roof, bolts, moment welds, deck welds, sidelaps and shear studs o.k. Note: Two beams along 4 Line at E Line Column are welded in lieu of bolting. The Super and Foreman aware that an approval from the fabricator is forth coming. 3) 1For the Third Floor Framing, Two locations have loose bolts at 51B North) (10 Bolts) and at 51C South (10 Bolts) . Also, all overh_ _moments s ia1 require U.T. Testing and awaiting completion of the previously mentioned B13 overhead. Inspector also noted today ten (10) loose bolts still at B 110 Fifth Floor Framing previously noted to foreman and awaiting a field fix or acceptance of Column Splice D16 North Flange. Further inspection to follow. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. By: Richard Bellucci President Copy: Mr. Steve DeLisi, Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Inspector MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. MOISTURE • MOISTURE TEST REPORT Q Residential Q Commercial Test Date 1112 & 1115107. Q Consumer The Cooley Dickinson Hospital NAME ADDRESS Northampton, .MA CITY STATE ZIP PHONE (� Contractor Barr and Barr Builders NAME ADDRESS CITY STATE ZIP PHONE ❑ Location of Tests The Cooley Dickinson Hospital, Main Surgery Tower, Northampton, .MA ADDRESS CITY TEST RESULTS Conditions During Test Temp. Humidity - Other TEST DATE TIME WEIGHT DATE TIME WEIGHT HOURS WEIGHT LBS OF PH UNIT START START START" STOP STOP STOP . :EXPOSED - CHANGE EMISSIONS 't Y� i L5 1111po 321-7 2 -3 4. 5 Location of Test: Room #3100 6. 8 9 t 10 11 12 this Sealflex Moisture Detection Test Kit meets ASTM specifications #F1869. _ a pH test needs-to be performed along side each test kit in order to provide a complete evaluation of the concrete. 'only use a pH testing pencil for best results) i es �dca , tz316� ALLIED TESTING LABORATORIES, INC. eSted by John McGreevy, Director of Testing Services iignature Date .1/15/07 ALLIED TESTING LABORATORIES, INC. 115 St George Road • Springfield,Massachusetts 01 104j Phone: (413) 736-1846 Fax: (413) 736-1838 Report No. 3 of Moisture Detection Tests Date: 1/12/07 & 1/15/07 Client: The Cooley Dickinson Hospital Project: MAIN SURGERY TOWER Contractor: Barr and Barr Builders Reported to: The Cooley Dickinson Hospital—Att: Mr. Tim Singleton Herewith is submitted, the results of Moisture Detection Tests conducted on 1/12/07 and 1/15/07 utilizing the Sealflex Industries, Inc. Moisture Detection Systems. Location of tests as directed by client's representative. See attached worksheet for test results. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. a By: Richard Bellucci President Copy: Mr. Steve DeLisi, Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Commissioner MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED TESTING LABORATORIES, INCV.7g 115 St George Road . Springfield,Massachusetts 01104 Phone: (413) 736-1846 Fax:(413) 736-1838 CONCRETE FIELD REPORT NO. 38 DATE: 1/13/06 Client: The Cooley Dickinson Hospital Project: Main Surgery Tower Contractor: Barr and Barr Builders '" I ` ,.U0 Producer: Construction Service Location of Concrete Placement: Roof Slab - 1 to 7 - A to D Reported to: The Cooley Dickinson Hospital, - Attention: Mr. Tim Singleton CYLINDER FABRICATION - ASTM C 31 DATE CAST: 1/13/06 IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION Set # 1 A,B,C,D 8:00 282 *4000 6" Roof Slab etween 7 & 6-C & D Set # 2 A,B,C,D 9:00 281 *4000 6" Roof Slab Between 4 & 5-C & D Set # 3 A,B,C,D 10:00 266 *4000 5J" Roof Slab Between 1 & 2-C & D Set # 4 A,B,C,D 10:30 284 *4000 6" Roof Slab Between. 2 & 3-A & B Set # 5 A,B,C,D 11:30 285 *4000 5}" Roof Slab Between 6 & 7-A & B SLUMP TEST - -ASTM C143 *Light Weight AIR CONTENT TESTS -- ASTM C173 or C231 Time Truck Slump Time Truck No. Air Content (�) 8;00 282 6 8-7� 2BZ-- 9:00 281 6" 9:00 281 4.7%: 10:00 266 5}" 10:00 266 4.4% 10:30 284 6" 10:30 284 4.5% 11:30 285 5J" 11:30 285 4.6% AMBIENT TEMPERATURE CONCRETE TEMPERATURE - ASTM C1064 Time Temperature Time Truck No. Temperature 8:00 35°F 8:0T - 9:00 35°F 9:00 281 62°F 10:00 40°F 10:00 266 64°F 10:30 40°F 10:30 284 60°F 11:30 40°F 11:30 285 63°F Weather: Clear Temp: 40's No. Yds. : 250 Copy:Mr. Steve DeLisi, Barr and Barr Respectfully submitted, Mr. Dana Cooper, The Ritchie Org. ALLIED TESTING LABORATORIES, INC. Mr. Jeff Struble, Struble Engineering Mr.Anthony Patillo, Building Inspector Weber Engineering By: Richard Bellucci President MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. -I-4c ALLIED TESTING LABORATORIES, INC. 115 St.George Road • Springfield,Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 Report No. 2 of Spray-On Fireproofing Inspection Date: 1117106 Client: The Cooley Dickinson Hospital Project: MAIN SURGERY TOWER Contractor: Barr and Barr Builders Reported to: The Cooley Dickinson Hospital - Att: Mr. Tim Singleton I. THICKNESS AND DENSITY TESTS - ASTM E605 TEST Minimum Maximum Average Required NO. LOCATION Thickness Thickness Thickness Thickness 1 First Floor Column @ D-9 2 2 112 2 114 1 13116 2 First Floor Beam 8 Line btw. B and C 1 112 1 314 1 518 13116 3 Third Floor Column @ 7-B 2 2 112 2 114 1 13116 4 Third Floor Beam C Line btw. 9 and 10 1 112 2 1 314 13116 II. DENSITY TESTS LOCATION LAB. NO. DENSITY (pcf) First Floor Column D-9 7892 14.0 pcf Respectfully. submitted, A LIED ESTI BORA CRIES, INC. By: Richard Bellucci President Copy: Mr. Steve DeLisi, Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Inspector MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. -� ALLIED TESTING LABORATORIES, INC. L L 1 1 S St George Road • Springfield,Massachusetts 01 104 Phone: (413) 736-1846 Fa>c(413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 =PORT NO: 151 -[ENT: The Cooley Dickinson Hospital ZOJECT: Main Surgery Tower )CATION OF CONCRETE PLACEMENT: Slab - Roof- Between 10 & 11 - A & B The Cooley Dickinson Hospital DATE: EPORTEDTO: Att: Mr. Tim Singleton 1/18/06 ONCRETE CLASS 4000 ixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) .ABORATORY NO. L-235 specimen No. Set # 4 A ;lump (in) 6" ntrained Air Content (%) 4.7% - -oncrete Temp: 61°F Date Sampled 1/11/06 Date Received 1/12/06 Date Tested 1/18/06 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) . 28.3 Wgt. of Specimen (Ibs) 23.7 Total Load (Ibs) 81,710 COMPRESSIVE STRENGTH (psi) 2890 Remarks. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. Mr. Steve DeLisi, Barr and Barr Mr. Dana Cooper, The Ricthie Organizatio"vy-: Rz Mr. Jeff Struble, Struble Engineering Copy: Mr. Anthony Patillo, Building Inspector B ich ard Ael u cci Weber Engineering President -- ::__'_� . ALLIED TESTING LABORATORIES, INC. LL 1 1 S St George Road • Springfield,Massachusetts 01 104 Phone: (413) 736-1846 Fax:(413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 SPORT NO: 150 _TENT: The Cooley Dickinson Hospital IOJECT: Main Surgery Tower )CATION OF CONCRETE PLACEMENT: Slab - Roof - Between 9 & 10 - A & B The Cooley Dickinson Hospital DATE: 1/18/06 SPORTED TO: Att: Mr. Tim Singleton ONCRETE CLASS 4000 ixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) .ABORATORY NO. L-227 specimen No. Set # 3 A ;lump (in) 6" ntrained Air Content M 5.17 ,oncrete Temp: 64°F Date Sampled 1/11/06 Date Received 1/12/06 Date Tested 1/18/06 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in). 28.3 Wgt. of Specimen (Ibs) 23.6 Total Load (Ibs) 80,725 COMPRESSIVE STRENGTH (psi) 2860 Remarks. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. Mr. Steve DeLisi, Barr and Barr , Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Copy: ' Mr. Anthony Patillo, Building Inspector By: RichIAA14_� ucci Weber Engineering President ALLIED TESTING LABORATORIES, INC. 115 St George Road • Springfield,Massachusetts 01 104 Phone:(413) 736-1846 Fa>c (413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 =PORT NO: 149 _TENT: The Cooley Dickinson Hospital iOJECT: Main Surgery Tower )CATION OF CONCRETE PLACEMENT: Slab — Roof— Between 8 & 9 — C & D EPORTED TO: The Cooley Dickinson Hospital DATE: 1/18/06 -- Att: Mr. Tim Singleton DNCRETE CLASS 4000 ixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) .ABORATORY NO. L-223 specimen No. Set # 2 A_....` 'slump (in) 5j' :ntrained Air Content (961 4.57 ,,oncrete Temp: 62°F Date Sampled 1/11/06 Date Received 1/12/06 Date Tested 1/18/06 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) . 28.3 Wgt. of Specimen (Ibs) 24.2 Total Load (Ibs) 62,360 COMPRESSIVE STRENGTH (psi) 2210 Remarks. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. Mr. Steve DeLisi, Barr and Barr Mr. Dana Cooper, The Ritchie Organization Copy: ' opy Mr. Jeff Struble, Struble Engineering By: Richard ellucci Mr. Anthony Patillo, Building Inspector President Weber Engineering ALLIED TESTING LABORATORIES, INC. 115 St George Road • Springfield, Massachusetts 01104 C)3- s% Phone: (413) 736-1816 Fax(413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 SPORT NO: 148 _TENT: The Cooley Dickinson Hospital IOJECT: Main Surgery Tower v )CATION OF CONCRETE PLACEMENT: Slab- Roof - Between 10 & 11 - C & D The Cooley Dickinson Hospital EPORTED TO: Att• Mr. Tim Singleton DATE: 1/18/06 ONCRETE CLASS 4000 ,ixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) _ABORATORY NO. L-231 ipecimen No. Set # 1 A ;lump -{1n) f 611 ntrained Air Content (%) 4.07 'oncrete Temp: 64°F Date Sampled 1/11/06 Date Received 1/12/06 Date Tested 1/18/06 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) . 28.3 Wgt. of Specimen (Ibs) 24.0 Total Load (Ibs) 62,130 COMPRESSIVE STRENGTH (psi) 2200 Remarks. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. Mr. Steve DeLisi, Barr and Barr Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Copy: Mr. Anthony Patillo, Building Inspector By: Richard ellucci Weber Engineering President G RI TQPN R PURINIQN, CWI 21 Roseland Terrace Fax& Ph. (413) 567-4323 Longmeadow, MA 01106 Ce11: 8`60- y25�Z ULTRASONIC TEST REPORT Date:. Client: Ala � Transducer: °. Project: 70 2.xs rty� f+�i,,s�► Ultrasonic Unit: kU-VSNSv4.. Address: Test Method Standard: 4WSA1,1 Fabricator: C,,,� � Acceptance Standard: p r9w✓S.A1.I .. Description of Joint: 7�& Material: AS7-M Agfp 0-4 64� w eci e s e ect bis#ance U i � � c Weld Identification: J Q'o o 2 a ti A $ c D od 70 1s Az-3 513 N s yF a D 8 DP' x 13 F k G P K F x I G !0 x c / /V1 x so C'7 !i YF 17 Remarks: / WeUp 0" VtF,4 nyeW &-44 7v Level 11 ' Technician ALLIED TESTING LABORATORIES, INC. 1 15 St. George Road • Springfield, Massachusetts 01 104 Phone: (4 13) 736-1846 Fax: (4 13) 736-1838 Report No. 14 of NON-DESTRUCTIVE TESTS Date: 1118106 Client: The Cooley Dickinson Hospital Project: MAIN SURGERY TOWER Reported to: The Cooley Dickinson Hospital - Att: Mr. Tim Singleton NON-DESTRUCTIVE TESTS Inspector on site this date for Ultrasonic Testing as requested. See attached worksheet for test results. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. By: Richard Bellucci President Copy: Mr. Steve DeLisi, Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Commissioner MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED TESTING LABORATORIES, INC. 1 15 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (4 13) 736-1838 CONCRETE FIELD REPORT NO. 39 DATE: 1/20/06 Client: The Cooley Dickinson Hospital Project: Main Surgery Tower Contractor: Barr and Barr Builders Producer: Construction Service Location of Concrete Placement: Slab on Deck, 1st Floor 1 - 6.� Reported to: The Cooley Dickinson Hospital, - Attention: Mr. Tim Singleton CYLINDER FABRICATION - ASTM C31 DATE CAST: 1/20/06 IDENTIFICATION TIME TRUCK CLASS SLUM EXACT LOCATION Set # 1 A,B,C,D 8:30 275 *4000 r? 7J" Slab on Deck 1st Floor 1 - 6.5 Set fir` 2 A,B,C,D 8:50 270 *4000 8" Slab on Deck 1st Floor 1 - 6.5 Set # 3 A,B,C,D 10:30 283 *4000 8" Slab on Deck 1st Floor 1 - 6.5 Set # 4 A,B,C,D 11:30 276 *4000 7" Slab on Deck 1st Floor 1 - 6.5 Set # 5 A,B,C,D 12:00 267 *4000 7" Slab on Deck 1st Floor 1 - 6.5 * Lightweight SLUMP TESTS - ASTM C143 AIR CONTENT TESTS - ASTM C173 or C231 Time Truck rSlum Time Truck No. Air Content (�) 8:30 275 7J" 8:30 275 4.2% 8:50 270 8" 8:50 270 4.4% 10:30 283 i 8" 10:30 :283 4.3% 11 :30 276 7" 11:30 276 4.0% 12:00 267 7" 12:00 267 4.4% AMBIENT TEMPERATURE" CONCRETE TEMPERATURE - ASTM C1064 Time Temperature Time Truck No. Temperature 8:30 36°F 8:�3 �7 -- 8:50 36°F 8:50 270 59°F 10:30 41°F 10:30 283 64°F 11:30 41°F 11:30 276 63°F 12:00 47°F 12:00 267 60°F Weather: Sunny Temp. : 40's No. Yds. : 290 +/- Respectfully submitted, Copy: Mr. Steve DeLisi, Barr and Barr ALLIED TESTING LABORATORIES, INC. Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Enigneering 44-11�;Illd� Mr. Anthony Patillo, Building Inspector Weber Engineering Pr Richard Bellucci President MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED TESTING LABORATORIES, INC. 1 15 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (4 13) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 156 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: Roof Slab Betweem 6 & 7 - A & B REPORTED TO: The Cooley Dickinson Hospital DATE: Att: Mr. Tim Singleton 1/20/06 CONCRETE CLASS *4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. L-279 Specimen No. Set # 5 A Slump (in) 51" Entrained Air Content (%) 4.6% Concrete Temp. 63°F Date Sampled 1/13/06 Date Received 1/16/06 Date Tested 1/20/06 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 23.4 Total Load (Ibs) 52,585 COMPRESSIVE STRENGTH (psi) 1860 Remarks.* Lightweight Respectfully submitted, ALLIED TESTING LABORATORIES , INC. Mr. Steve DeLisi, Barr and Barr Mr. Dana Cooper, The Ritchie Organization Copy Mr.Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Inspector By: Richard Bellucci Weber Engineering President ALLIED TESTING LABORATORIES, INC. 1 15 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (4 13) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 155 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: Roof Slab Between 2 & 3 - A & B The Cooley Dickinson Hospital REPORTED TO: Att: Mr. Tim Singleton DATE: 1/20/06 CONCRETE CLASS * 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. L-283 Specimen No. Set #4 A Slump (+hl 6" Entrained Air Content 1%) 4.5% Concrete Temp. 60°F Date Sampled 1/13/06 Date Received 1/16/05 Date Tested 1/20/06 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 23.8 Total Load (Ibs) 52,900 COMPRESSIVE STRENGTH (psi) 1870 Remarks. *Lightweight Respectfully submitted, Mr. Steve DeLisi, Barr and Barr ALLIED TESTINDG LABORATORIES , INC. Mr. Dana Cooper, The Ritchie Organization Copy: Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, BuildingInspector By: Richard Bellucci Weber Engineering President ALLIED TESTING LABORATORIES, INC. 1 15 St. George Road • Springfield, Massachusetts 01 104 Phone: (4 13) 736-1846 Fax: (4 13) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 154 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: Roof Slab Between 1 & 2 - C &, D The Cooley Dickinson' Hospital REPORTED TO: Att: Mr. Tim Singleton DATE: 1/20/06 CONCRETE CLASS *4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. L-287 Specimen No. Set # 3 A, Slump (in) 5 " / Entrained Air Content (%) 4.4% Concrete Temp. 64°F Date Sampled 1/13/06 Date Received 1/16/06 Date Tested 1/20/06 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 23.5 Total Load (Ibs) 58,435 COMPRESSIVE STRENGTH (psi) 2070 Remarks.*Lightweight Respectfully submitted, ALLIED TESTING LABORATORIES , INC. Mr. Steve DeLisi, Barr and Barr Copy: Mr. Dana Cooper, The Ritchie Organization / Mr. Jeff Struble, Struble Engineering / Mr. Anthony Patillo, Building Inspector By: Richard Bellucci Weber Engineering President 0 El ALLIED TESTING LABORATORIES, INC. 1 15 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (4 13) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 153 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: Roof Slab Between 4 & 5 - C & D The Cooley Dickinson Hospital REPORTED TO Att: Mr. Tim Singleton DATE: 1/20/06 CONCRETE CLASS * 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. L-291 Specimen No. Set # 2 A Slump (in) 6") Entrained Air Content 1%) 4.7% Concrete Temp. 62°F Date Sampled 1/13/06 Date Received 1/16/06 Date Tested 1/20/06 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 23.9 Total Load (Ibs) 54,235 COMPRESSIVE STRENGTH (psi) 1920 Remarks. * Lightweight Respectfully submitted, ALLIED TESTING LABORATORIES , INC. Mr. Steve DeLisi, Barr and Barr Copy: Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Inspector By: Richard Bellucci Weber Engineering President ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (4 13) 736-1838 d3 � COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 152 CLIENT. The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: Roof Slab Between 7 & 6 - C & D REPORTED TO: The Cooley Dickinson Hospital DATE: 1/20/06 Att: Mr. Tim Singlatnr, CONCRETE CLASS *4000 Mixture Weights per cubic yard Cement (lbs) Fine Aggregate (Ibs) Coarse Aggregate (lbs) Water (gals) Admixture (oz) LABORATORY NO. L-295 Specimen No. Set # 1 A Slump (in) 61' Entrained Air Content (%) 4.5% Concrete Temp. 60°E Date Sampled 1/13/06 Date Received 1/16/06 Date Tested 1/20/06 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (lbs) 23. 1 Total Load (lbs) 52,320 COMPRESSIVE STRENGTH (psi) 1850 Remarks. * Lightweight Respectfully submitted, Mr. Steve DeLisi, Barr and Barr ALLIED TESTING LABORATORIES , INC. Mr. Dana Cooper, The Ritchie Organization Copy:Mr. Jeff Struble, Struble Engineering 4ZI'141KI� Mr. Anthony Patillo, Building Inspector Weber Engineering By: Richard Bellucci President ALLIED TESTING LABORATORIES, INC. 1 15 St. George Road . Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 Report No. 26 of Structural Steel Inspection Date: 1117106 Client: The Cooley Dickinson Hospital Project: MAIN SURGERY TOWER Gen. Contractor: Barr and Barr Builders Sub Contractor: B.R.I. Reported to: The Cooley Dickinson Hospital - Att: Mr. Tim Singleton STRUCTURAL STEEL INSPECTION During today's site visit inspector reviewed the previously incomplete steel items throughout the building and found only the missing welds for the gusset and overhead connection at Column B-3 South Third Floor Framing. Still remaining are loose bolts Third Floor Framing, anchor bolts at 41C and column splice at D-6 North Flange. Further inspection to follow. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. By: Richard Bellucci President Copy: Mr. Steve DeLisi, Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Inspector MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED TESTING LABORATORIES, INC. 1 15 St.George Road . Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 Report No. 27 of Structural Steel Inspection ;bate. 1123106 Client: The Cooley Dickinson Hospital Project: MAIN SURGERY TOWER Gen. Contractor: Barr and Barr Builders Sub Contractor: B.R.I. Reported to: The Cooley Dickinson Hospital - Att: Mr. Tim Singleton STRUCTURAL STEEL INSPECTION During today's site visit inspector reviewed the moment connections for the Third Floor, Fourth Floor and Fifth Floor (roof) between 3 and 8 from A to E finding all completed and ready for Ultrasonic Testing. Spray On Fireproofing to begin in the First Floor which would cover the overhead portions of the Third Floor Framing welds which require U.T. Testing. Inspector spoke with the project superintendent and he requested U.T. Inspection as soon as possible. Also spoke with the foreman for the spray on fireproofing and he understands the importance of the tests required and is willing to work on columns and beams that are not welded connections to start. The U.T. Inspector said he would be able to start on those welds tomorrow. Also today, spoke with the Super about the column splice still not tested D16 North Flange and he said a fix is being submitted by the Fabricator. The Fabricator said a copy will be faxed to Allied's office today for review. Further inspection to follow. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. By: Richard Bellucci President Copy: Mr. Steve DeLisi, Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Inspector MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED TESTING LABORATORIES, INC. 115 St George Road . Springfield, Massachusetts 01 104 _ Phone: (413) 736-1846 Fax: (413) 736-1838 CONCRETE FIELD REPORT NO. 39A DATE: 1/27/06 Client: The Cooley Dickinson Hospital Project: Main Surgery Tower Contractor: Barr and Barr Builders Producer: Construction Service i Location of Concrete Placement: 3rd Level - Slab Lines Between 3 to 7 - A to D Reported to: The Cooley Dickinson Hospital. - Attention: Mr. Tim Singleton CYLINDER FABRICATION - ASTM C 31 DATE CAST: 1127106 IDENTIFICATION TIME TRUCK CLASS ,5 EXACT LOCATION Set # 1 A,B,C,D 8:00 266 *4000 C611 Slab-Btw. 4 & 5 - C & D Set # 2 A,B,C,D 9:30 273 *4000 Slab-Btw. 3 & 4 - A & B Set # 3 A,B,C,D 11:30 272 *4000 Slab-Btw. 5 & 6 - A & B *Li htweight SLUM TEST - ASTM C143 AIR CONTENT TESTS - ASTM C173 or C231 Time Truck Slump Time Truck No. Air Content M 8:00 266 5J" 8:00 266 4.0% 9:30 273 6" 9:30 273 4.2% 11:30 272 6" 11:30 272 4.4% AMBIENT TEMPERATURE CONCRETE TEMPERATURE - ASTM C1064 Time Temperature Time Truck No. Temperature 8:00 30°F 8:00 266 60°F 9:30 30°F 9:30 273 58°F 11:30 40°F 11:30 272 60°F Weather: Clear Temp. : 40's No. Yds. : 150 Copy:Mr.Steve DeLisi, Barr and Barr Respectfully submitted, Mr. Dana Cooper, The Ritchie OrganizatioALLIED TESTING LABORATORIES, INC. Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Inspector ' Weber Engineering 4/ By: Richard Bellucci President MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED TESTING LABORATORIES, INC. 1 15 St. George Road . Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 CONCRETE FIELD REPORT NO. 41 DATE: 1/31/06 Client: The Cooley Dickinson Hospital Project: Main Surgery Tower Contractor: Barr and Barr Builders Producer: Construction Service Location of Concrete Placement: Slab on Deck - 3rd Floor - From Line G to Line 3 Reported to: The Cooley Dickinson Hospital, - Attention: Mr. Tim Singleton CYLINDER FABRICATION - ASTM C 31 DATE CAST: 1/31/06 IDENTIFICATION TIME TRUCK L LU" EXACT LOCATION Set # 1 A,B,C,D 7:30 280 4000 7" O.D. 3rd Floor Line G to ine 3 Set # 2 A.B.C.D 8:15 269 *4000 7J" P.O.D. 3rd Floor Line G to ine 3 Set # # A,B,C,D 9:00 272 *4000 6 3/4" S.O.D. 3rd Floor Line G to SLUMP TEST - ASTM C143 *Lightweight AIR CO EN TESTS ASTM C173 or C231 Line 3 Time Truck Slump Time Truck No. Air Content (�) 7:30 280 7" 280 4.5% 8:15 269 7J" 8: 15 269 4.3% 9:00 272 6 3/4" 9:00 272 4.3% AMBIENT TEMEERATURE CONCRETE TEMPERATURE - ASTM C1064 Time Temperature Time Truck No. Temperature 7:30 33°F 7:30 280 61°F 8: 15 33°F 8: 15 269 62°F 9:00 34°F 9:00 272 62°F Weather: Cloudy Temp. : 30's No. Yds. : 150 Copy: Mr. Steve DeLisi, Barr and Barr Respectfully submitted, Mr. Dana Cooper, The Ritchie OrganizatioRLIED TESTING LABORATORIES, INC. Mr. Jeff Struble, Struble Engineering Weber Engineering Anthony Patillo, Building Inspector By: Richard Bellucci President MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. CHRI35TOPHER PURINTON. CWI 21 Roseland Terrace Pax& Ph. (413)567.4323 Longmeadow, MA 01146 Celt; gip-S'S'9—2SZ- ULTRASONIC TEST REPORT Date: A- 1 - 9 Client: res � Transducer. 7p°�2,xS"�Mz Project: plc ,„,��rns�n /�os�r Ultrasonic Unit: <$-t1sVal- Address: �� Test Method Standard: SDt,1 Fabricator: C v;u Acceptance Standard: Description of Joint: ivA Material: MTK Ayq� MaSe,..4 Decibels Defect 10istance v U- Weld ldentifCatidn:• < d. i6 a v u d ''a a LL .� � 3 a1 ❑ • LL LL A B 1 C D �o�liw►n � —� i 13 ro GGS- X -z 5r o8 2R-6�f c os 8' ay l3 z �s x G 2 RC.; y 11 G6 2 �s Remarks: "11 i pre+c rKVwl ► �artdr 1bfi%y Lovel Technicla i - CHRISTOPHER PURINTON, CUVI 21 Roseland Terrace F'ax& Ph. (413)567.4323 Longmeadow, MA 01106 Cell: eo—M-2--47- _ ULTRASONIC TEST REPORT Client: 1%4 Transducer: 700-;L.7-re1H= Project: foo t Ultrasonic Unit: XS-uSNsDL Test Method Standard: Address: /1�Or1l �t►n� I'K Fabricator: aysi Acceptance Standard: Description of Joint: Material: A.;m AM ec+ a s e ec Distance _ u. r� is 9 _ @ �_ _ = x > A N v d m C Of Weld Identification: d �' A B C D 4A Aor /I G,'s XS 3 x -7 j a� x c J+/s a� CJY AP x G NP S aP x b � D + x 1,011 7r- x Sex M2 x Few b, Ir- Fr Remarks: -All wvlh w&,-- ✓x'V4 M 4.4 ""_W C,�-,7 ►-r►►7�a, Level II Technician ALLIED TESTING LABORATORIES, INC. I I S St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 Report No. 16 of NON-DESTRUCTIVE TESTS DATE: 211106 Client: The Cooley Dickinson Hospital Project: MAIN SURGERY TOWER Contractor: Barr and Barr Builders Reported to: The Cooley Dickinson Hospital - Att: Mr. Tim Singleton NON-DESTRUCTIVE TESTS Inspector on site this date for Ultrasonic Testing as requested. See attached worksheet for test results. Respectfully submitted, ALL D T TING RAT ES, I;UC. By: Richard Bellucci President Copy: Mr. Steve DeLisi, Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Commissioner MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. CHRISTOPHER PURINI N, QW1 21 Roseland Terrace Fax&Ph. (413)567.4333 Longmeadow, MA 01106 Celt. 00io- w-2-5VZ• ULTRASONIC TEST REPORT Z2. Date: A-3 - W Client: IV,4 110 � Transducer: 70°-�.zr'�t1z Project: 00, ,� i; n vs�ndr� Ultrasonic Unit: KS-c,,Sysa4. Address: � � P4 Test Method Standard: .4wSA!/ Fabricator: Acceptance Standard: p /tWSp1,1 Description of Joint: , , �� Material: .4sy7yi UM M; e ect Distance f' 4Jffiwan Cs�►S e? C 8 p 0 6 in Weld identification: a _ tY U. -J J' W 1 4 � A B C ~D S �J G x A' �z p I D x ; 4 X GI x C,7 tl Y \ i 1 i Remarks: W&e ✓KvaA� ire &� 04 " rM-�- Level 11 Technician CHRI MEHER PURIN70N, CWI 21 Roseland Terrace Fax& Ph. (413)567-4323 Longmeadow, MA 01106 Call: r., ULTRASONIC TEST REPORT Date: Client: V4 7� Transducer: 7p°-2.Z5"MNz Project: �:itinos�i� Ultrasonic Unit: 3-tJS/VSP�, Address: Test Method Standard: Fabricator: Gnss Acceptance Standard: Description of Joint: �jv Material: A,m 1)"ibels Defect 171stance f' �ilr►�1S u N v w y a A rn � Weld Identification:' z - L c c T. ; d LL A B C _C Rover� c, v A24 5V F F x F Its LEE x K C S' 13F x G ` N S a� x p � x ,s� old a � Remarks: /ill "46 We ✓kva ais�a / ct�..{ aac �nn�-sir y6 fr�s . Level Technician I I ALLIED TESTING LABORATORIES, INC. 115 St.George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 0?3 3 Report No. 17 of NON-DESTRUCTIVE TESTS � Date: 213106 } Client: The Cooley Dickinson Hospital Project: MAIN SURGERY TOWER Contractor: Barr and Barr Builders Reported to: The Cooley Dickinson Hospital - Att: Mr. Tim Singleton NON-DESTRUCTIVE TESTS Inspector on site this date for Ultrasonic Testing as requested. See attached worksheet for test results. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. By: Richard Bellucci President Copy: Mr. Steve DeLisi, Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Commissioner MEMBER.. A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED TESTING LABORATORIES, INC. 115 St.George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 Report No. 29 of Structural Steel Inspection Date: 211106 Client: The Cooley Dickinson Hospital Project: MAIN SURGERY TOWER Gen. Contractor: Barr and Barr Builders Sub Contractor: B.R.I. Reported to: The Cooley Dickinson Hospital - Att: Mr. Tim Singleton STRUCTURAL STEEL INSPECTION During today's site visit inspector worked with the Non-Destructive Weld Inspector performing Ultrasonic Testing on full penetration welds. U.T. Inspector was given an up-to-date list of moment connections still requiring testing and then recorded completed welds. Also spoke again with the Spray-On Fireproofers to assure moments are not covered before testing. Today, bottom flanges for the Fourth Floor Framing from 3 to 8, A to E were completed (U.T. Tested) . All acceptable. See separate report. Further inspection to follow. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. 44o:1104!(6e� By: Richard Bellucci President Copy: Mr. Steve DeLisi, Barr and Barr Builders Mr. Dana Cooper, the Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Inspector MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED TESTING LABORATORIES, INC. 115 St.George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 Report No. 30 of Structural Steel Inspection Date: 213106 Client: The Cooley Dickinson Hospital Project: MAIN SURGERY TOWER Gen. Contractor: Barr and Barr Builders Sub Contractor: B.R.I. Reported to: The Cooley Dickinson Hospital - Att: Mr. Tim Singleton STRUCTURAL STEEL INSPECTION During today's site visit inspector noted the erector was beginning to install the new plate and anchor bolts (threaded rods) for the fix at Column C/4 RFI 112. This fix sketch shows three_ 1" Hilti HY150 Epoxy Anchors at a minim_ mhedment o • but the one anchor located on C Line was only able to achieve a " before hi Spoke with the Engineer on the phone and explained. He said that if that was the only one not to achieve the required 12 318" depth, that it would be acceptable. The other two holes were found to meet the required 12 318" depth. Superintendent was made aware of this and the erector will be informed to proceed as is. Not completed by end of day. Also today, the U.T. Inspector completed the bottom flanges for the Fifth Floor Framing between A and E, 3 to 8. This completes all Main Building Moment Connections. Only the Bridge and Penthouse remain and a few shop beam full penetration welds for the Canopy. Further inspection to follow. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. By: Richard Bellucci President Copy: Mr. Steve DeLisi, Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Inspector MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (4 13) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS - ASTM C39 REPORT NO: 167 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower..- a LOCATION OF CONCRETE PLACEMENT: Slab - Between 5 & 6" %�, A & B The Cooley Dickinson Hospital REPORTED TO: Attention: Mr. Tim Singleton DATE: 213/06 CONCRETE CLASS *4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. L-542 Specimen No. Set # 3 -- -� Slump 100 n) 6" Entrained Air Content o -*--47.' Concrete Temp. 60°F Date Sampled 1/27/06 Date Received 1/31/06 Date Tested 2/3/06 Age at Test (days) 7 Dimensions (In) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 23,8 Total Load (Ibs) 81,020 COMPRESSIVE STRENGTH (psi) 2870 Remarks.* Lightweight Respectfully submitted, ALLIED TESTING LABORATORIES , INC. Mr. Steve DeLisi, Barr and Barr Copy: Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Inspector By: W 1 4d eber Engineering Pre ident /&/ ALLIED TESTING LABORATORIES, INC. 1 15 St.George Road • Springfield,Massachusetts 01 104 Phone: (413) 736-1846 Fax: (4 13) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 166 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT-.,' Slab - Between 3 & 41 - A & B The Cooley Dickinson Hospital REPORTED TO: Attention: Mr. Tire Singleton DATE: 2/3/06 CONCRETE CLASS *4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. L-538 Specimen No. Set # 2 A Slump (in) 6" Entrained Air Content w 4.2% Concrete Temp. 58°F Date Sampled 1/27/06 Date Received 1/31/06 Date Tested 2/3/06 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 23.3 Total Load (Ibs) 66,110 COMPRESSIVE STRENGTH (psi) 2340 Remarks.* Lightweight Respectfully submitted, Mr. Steve DeLisi, Barr and Barr ALLIED TESTING LABORATORIES , INC. Mr. Dana Cooper, The Ritchie Organization ' COPY: Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Inspector By; chard B Weber Engineering President ALLIED TESTING LABORATORIES, INC. 1 15 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (4 13) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 165 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: Slab - Between 4 & 5 —')C & D REPORTED TO: The Cooley Dickinson Hospital DATE: 2/3/06 Attention: Mr. Tim Singleton CONCRETE CLASS *4000 i Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. L-534 Specimen No. Set # 1 _A . Slump (i ) Entrained Air Content (%) 4.0% Concrete Temp. 60°F Date Sampled 1/27/06 Date Received 1/31/06 Date Tested 2/3/06 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 23.9 Total Load (Ibs) 81,915 COMPRESSIVE STRENGTH (psi) 2900 Remarks.* Lightweight Respectfully submitted, ALLIED TESTING LABORATORIES , INC. Mr. Steve DeLisi, Barr and Barr Copy: Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Anthony Patillo, Building Inspector By: chard B Weber Engineering President ALLIED TESTING LABORATORIES, INC. 1 15 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (4 13) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 170 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: (Slab on Deck /3rd Floor — Line G to Line 3 The Cooley Dickinson Hospital REPORTED TO: Attention: Mr. Tim Singleton DATE: 2/6/06 CONCRETE CLASS Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. L-590 Specimen No. Set # 3 A Slump 4 (in) 6 3/4 Entrained Air Content (%) 4.37 Concrete Temp. 62°F Date Sampled 1/31/06 Date Received 2/1/06 Date Tested 2/6/06 Age at Test (days)7 Dimensions (in) 6x12 Area (sq in)28.3 Wgt. of Specimen (Ibs) 23.5 Total Load (Ibs) 69,260 COMPRESSIVE STRENGTH (psi) 2450 Remarks. * Lightweight Respectfully submitted, Mr. Steve DeLisi, Barr and Barr ALLIED TESTING LABORATORIES , INC. Mr. Dana Cooper, The Ritchie Organization Copy: Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Inspector By: Richard Bellucci Weber Engineering President ALLIED TESTING LABORATORIES, INC. 1 15 St. George Road . Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (4 13) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 169 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMEN Slab on Deck!— 3rd Floor — Line G to Line 3 The Coolen' REPORTED TO: Attention: Mr. TimoSingletonl DATE: 2/6/06 CONCRETE CLASS *4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. L-586 Specimen No. Set # 2 A 211 � Slump (,n� _.. 7.i Entrained Air Content (°ToT 4.3% Concrete Temp. 62°F Date Sampled 1/31/06 Date Received 2/1/06 Date Tested 2/6/06 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in)28.3 Wgt. of Specimen (Ibs) 23.5 Total Load (Ibs) 69,780 COMPRESSIVE STRENGTH (psi) 2470 Remarks. * Lightweight Respectfully submitted, ALLIED TESTING LABORATORIES , INC. Mr. Steve DeLisi, Barr and Barr Copy: Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Inspector By: Richard Bellucci Weber Engineering President ALLIED TESTING LABORATORIES, INC. I I S St. George Road • Springfield, Massachusetts 01 104 d�-F—�/ Phone: (413) 736-1846 Fax: (4 13) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 168 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower �. LOCATION OF CONCRETE PLACEMENT: Hlab on Deck - 3id Floor - Line G to Line 3 The Cooley ickinson spital REPORTED TO: y DATE: 2/6/06 Attention: Mr. Tim Singleton CONCRETE CLASS *4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. L-582 Specimen No. Set # 1 ,- ..--.-.,p; , Slump ((in) 7" Entrained Air Content dot 4.5% Concrete Temp. 61°F Date Sampled 1/31/06 Date Received 2/1/06 Date Tested 2/6/06 Age at Test (days)7 Dimensions (in) 6x12 Area (sq in)28.3 Wgt. of Specimen (Ibs) 23.5 Total Load (Ibs) 72,735 COMPRESSIVE STRENGTH (psi) 2570 Remarks. * Lightweight Respectfully submitted, Mr. Steve DeLisi, Barr and Barr ALLIED TESTING LABORATORIES , INC. Mr. Dana Cooper, The Ritchie Organization Copy: Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Inspector By: Richard Bellucci Weber Engineering President ALLIED TESTING LABORATORIES, INC. 115 St George Road • Springfield,Massachusetts 01 104 Phone: (413) 736-1846 Fa)c(413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 IEPORT NO: 174 ;LIEN7: The Cooley Dickinson Hospital 'ROJECT: Main Surgery Tower, Nor _OCATION OF CONCRETE PLACEMENT: ab - Roof - etween 10 & 11 - A & B 3EPORTED TO: The Cooley Dickinson Hospital DATE: 2/8/06 Att: Mr. Tim Singleton 3ONCRETE CLASS 4000 Viixture Weights per cubic yard Cement (lbs) Fine Aggregate (lbs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. L-235 L-236 L-237 L-238 Specimen No. Set # 4 B C D Slump (in) _ 6" Entrained Air Content M 4.7% - Concrete Temp: 61°F Date Sampled 1/11/06 1/11/06 1/11/06 1/11/06 Date Received 1/12/06 1/12/06 1/12/06 1/12/06 Date Tested 1/18/06 2/8/06 2/8/06 2/8/06 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in). 28.3 28.3 28.3 28.3 Wgt_ of Specimen (Ibs) 23.7 23.7 23.7 23.8 Total Load (Ibs) 81,710 149,755 150,210 154,090 COMPRESSIVE STRENGTH (psi) 2890 5300 5310 5450 Remarks. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. Mr. Steve DeLisi, Barr and Barr Mr. Dana Cooper, The Ritchie Organizatio :Mr. Jeff Strubli►, Struble Engineering Copy: Mr. Anthony Patillo, Building Inspector Weber Engineering President ALLIED TESTING LABORATORIES, INC. 1 1 5 St George Road • Springfield,Massachusetts 01 104 Phone:(413) 736-1896 Fax(413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 1EPORT NO: 173 :LIENT: The Cooley Dickinson Hospital 'ROJECT: Main Surgery Tower, Nort _OCATION OF CONCRETE PLACEMENT: lab - Roof- Between 9 & 10 - A & B The Cooley Dickinson-Hospital DATE �EPORTEO TO: Att• Mr. Tim Singleton eton 2/8/06 .ONCRETE CLASS 4000 Viixture Weights per cubic yard Cement (lbs) Fine Aggregate (Ibs) Coarse Aggregate pbs) Water (gals) Admixture (oz) LABORATORY NO. L-227 L-228 L-229 L-230 Specimen No. Set # 3 B C D Slump (in) 6" Entrained Air Content (96) 5.17. - Concrete Temp: 64°F Date Sampled 1/11/06 1/11/06 1/11/06 1/11/06 Date Received 1/12/06 1/12/06 1/12/06 1/12/06 Date Tested 1/18/06 2/8/06 2/8/06 2/8/06 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in). 28.3 28.3 28.3 28.3 Wgt_ of Specimen (Ibs) 23.6 23.6 23.4 23.5 Total Load (Ibs) 80,725 144,340 137,890 149,135 COMPRESSIVE STRENGTH (psi) 2860 5120 4.880 5270 Remarks. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. Mr. Steve DeLisi, Barr and Barr Mr.Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Inspector Copy: Weber Engineering /By- R President ALLIED TESTING LABORATORIES, INC. 115 St George Road • Springfield,Massachusetts 01 104 Phone:(413) 736-1816 Fax:(413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT N0: 172 CLIENT: The Cooley Dickinson Hospita PROJECT: Main Surgery Tower, amp o MA LOCATION OF CONCRETE PLACEMENT: Slab - Roof Between 8 & 9 - C & D The Cooley Dickinson REPORTED TO: Att: Mr. Tim Singleton DATE: 2/8/06 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (lbs) Fine Aggregate (lbs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. L-223 L-224 L-225 L-226 Specimen No. Set # 2 B C D Slump (in) 5i" Entrained Air Content M Concrete Temp: 62°F Date Sampled 1/11/06 1/11/06 1/11/06 1/11/06 Date Received 1/12/06 1/12/06 1/12/06 1/12/06 Date Tested 1/18/06 2/8/06 2/8/06 2/8/06 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in)_ 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 24.2 24.2 24. 1 24.0 Total Load (Ibs) 62,360 142,880 138,665 136,970 COMPRESSIVE STRENGTH (psi) 2210 5050 4910 4840 Remarks. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. Mr. Steve DeLisi, Barr and Barr Mr. Dana Cooper, The Ritchie Organizatio Mr. Jeff Struble, Struble Engineering Copy: ' Mr. Anthony Patillo, Building Inspector Weber Engineering President ALLIED TESTING LABORATORIES, INC. 115 St George Road • Springfield,Massachusetts 01 104 Phone:(413) 736-1846 Fax(413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 171 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower, Ndrt- MA LOCATION OF CONCRETE PLACEMENT: Slab — Roof Between 10 & 11 — C & D REPORTED TO: The Cooley Dickins DATE: 2/8/06 Att• Mr. Tim Singleton -- CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (lbs) Fine Aggregate (lbs) Coarse Aggregate (lbs) Water (gals) Admixture (oz) LABORATORY NO. L-231 L-232 L-233 L-234 Specimen No. Set it 1 B C D Slump (in) 6'• Entrained Air Content (96) , y- Concrete Temp: 64°F Date Sampled 1/11/06 1/11/06 1/11/06 1/11/06 Date Received 1/12/06 1/12/06 1/12/06 1/12/06 Date Tested 1/18/06 2/8/06 2/8/06 2/8/06 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in). 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 24.0 24.1 24.2 24.0 Total Load (lbs) 62,130 135,485 137,255 127,660 COMPRESSIVE STRENGTH (psi) 2200 4790 4.850 4520 Remarks. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. Mr. Steve DeLisi, Barr and Barr Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Copy:' Mr. Anthony Patillo, Building Inspector $ WEber Engineering President ALLIED TESTING LABORATORIES, INC. 115 St.George Road . Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax:(413) 736-1838 Report No. 31 of Structural Steel Inspection Date: 2110106 Client: The Cooley Dickinson Hospital Project: MAIN SURGERY TOWER Gen. Contractor:Barr and Barr Builders Sub Contractor:B.R.I. Reported to: The Cooley Dickinson Hospital - Att: Mr. Tim Singleton STRUCTURAL STEEL INSPECTION During today's site visit inspector reviewed the following: 1) Remedial work to Column C14 RFI 112. This work was found to be completed as per sketch with 5116 fillet weld four sides and installed threaded rods with nuts down as previously noted. 2) Connector Bridge all levels Decking welded 518 puddle welds at 12". Sidelaps button punched 18" on center and moment connections now welded 100%. U.T. inspection to follow. Also, high strength bolts tightened. 3) The columns East of 11 Line for Canopy Roof Framing were noted as being loose. The Superintendent was made aware of today's findings and the foreman from B.R.I. was also informed. Further inspection to follow. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. By: Richard Bellucci President Copy: Mr. Steve DeLisi, Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Inspector MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (4 13) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 179 CLIENT: The Cooley Dickinson Hospit PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT, Roof Slab Betweem 6 & 7 — A & B The Cooley Dickinson` s ital DATE: REPORTED TO: Att• Mr. Tim Singleton 2/10/06 CONCRETE CLASS *4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. L-279 L-280 L-281 L-282 Specimen No. Set # 5 B C D Slump (in1 5 " Entrained Air Content (% Concrete Temp. 63°F Date Sampled 1/13/06 1/13/06 1/13/06 1/13/06 Date Received 1/16/06 1/16/06 1/16/06 1/16/06 Date Tested 1/20/06 2/10/06 2/10/06 2/10/06 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 23.4 23.4 23.6 23.5 Total Load (Ibs) 52,585 136,555 148,050 132,740 COMPRESSIVE STRENGTH (psi) 1860 4830 5240 4700 Remarks.* Lightweight Respectfully submitted, ALLIED TESTING LABORATORIES , INC. Mr. Steve DeLisi, Barr and Barr ` . rl Copy: Mr. Dana Cooper, The Ritchie Organization 4411 Mr.Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Inspector By: Richard Bellucci Weber Engineering President ALLIED TESTING LABORATORIES, INC. 1 15 St. George Road . Springfield,Massachusetts 01 104 Phone: (4 13) 736-1846 Fax: (4 13) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 178 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: Roo Slab Between 2 & 3 - A & B The Cooley Dickinson\,Hospital REPORTED TO: Att: Mr. Tim Singleton - DATE: 2/10/06 CONCRETE CLASS * 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. L-283 L-284 L-285 L-286 Specimen No. Set #4 B C D Slump (in) 6" Entrained Air Content (%) 4.57 Concrete Temp. 60°F Date Sampled 1/13/06 1/13/06 1/13/06 1/13/06 Date Received 1/16/05 1/16/06 1/16/06 1/16/06 Date Tested 1/20/06 2/10/06 2/10/06 2/10/06 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 23.8 23.8 23.8 23.8 Total Load (Ibs) 52,900 136,320 134,880 141,460 COMPRESSIVE STRENGTH (psi) 1870 4820 4770 5000 Remarks. *Lightweight Respectfully submitted, Mr. Steve DeLisi, Barr and Barr ALLIED TESTING LABORATORIES , INC. Mr. Dana Cooper, The Ritchie Organization Copy: Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Buildinglnspector By: Richard Bellucci Weber Engineering President ALLIED TESTING LABORATORIES, INC. 1 15 St. George Road • Springfield, Massachusetts 01 104 Phone: (4 13) 736-1846 Fax: (4 13) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 177 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: Roof Slab Be een 1 & 2 - C & D The Cooley Dickinson Hospital REPORTED TO: Att: Mr. Tim Singleton DATE: 2/10/06 CONCRETE CLASS *4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. L-287 L-288 L-289 L-290 Specimen No. Set # 3 B C D Slump (in) 5}" Entrained Air Content (%) . 7 Concrete Temp. 64°F Date Sampled 1/13/06 1/13/06 1/13/06 1/13/06 Date Received 1/16/06 1/16/06 1/16/06 1/16/06 Date Tested 1/20/06 2/10/06 2/10/06 2/10/06 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 23.5 23.5 23.4 23.4 Total Load (Ibs) 58,435 145,980 143,150 143,710 COMPRESSIVE STRENGTH (psi) 2070 5160 5060 5080 Remarks.*Lightweight Respectfully submitted, ALLIED TESTING LABORATORIES , INC. Mr. Steve DeLisi, Barr and Barr _ Copy: Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Inspector By: Richard Bellucci Weber Engineering President ALLIED TESTING LABORATORIES, INC. 1 15 St. George Road • Springfield, Massachusetts 01 104 Phone: (4 13) 736-1846 Fax: (4 13) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 176 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT• Be Roof Slab een 4 & 5 — C & D The Cooley Dickinson aspital " REPORTED TOAtt: Mr. Tim Singleton DATE: 2/10/06 CONCRETE CLASS * 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. L-291 L-292 L-293 L-294 Specimen No. Set # 2 B C D Slump (in) 677. Entrained Air Content (%) Concrete Temp. 62°F Date Sampled 1/13/06 1/13/06 1/13/06 1/13/06 Date Received 1/16/06 1/16/06 1/16/06 1/16/06 Date Tested 1/20/06 2/10/06 2/10/06 2/10/06 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 23.9 23.9 23.7 23.8 Total Load (Ibs) 54,235 136,070 131,675 135,155 COMPRESSIVE STRENGTH (psi) 1920 4810 4660 4780 Remarks. * Lightweight Respectfully submitted, ALLIED TESTING LABORATORIES , INC. Mr. Steve DeLisi, Barr and Barr Copy: Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Inspector By: Richard Bellucci Weber Engineering President ALLIED TESTING LABORATORIES, INC. 115 St.George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (4 13) 736-1838 !! COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 175 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: R aBetween & 6 — C & D REPORTED TO: The Cooley Diciinson Ho itDATE: 2/10/06 Att' Mr. Tim Singlets, CONCRETE CLASS *4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) 20 Coarse Aggregate (Ibs) 0 � Water (gals) Admixture (oz) LABORATORY NO. L-295 L-296 L-297 L-298 Specimen No. Set # 1 B C D Slump (in) (f�) Entrained Air Content (%) 4.57 Concrete Temp. 60°F Date Sampled 1/13/06 1/13/06 1/13/06 1/13/06 Date Received 1/16/06 1/16/06 1/16/06 1/16/06 Date Tested 1/20/06 2/10/06 2/10/06 2/10/06 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 23. 1 23.1 23.1 23.2 Total Load (Ibs) 52,320 131,990 130,750 135,335 COMPRESSIVE STRENGTH (psi) 1850 4670 4630 4790 Remarks. * Lightweight Respectfully submitted, Mr. Steve DeLisi, Barr and Barr ALLIED TESTING LABORATORIES , INC. Mr. Dana Cooper, The Ritchie Organization Copy:Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Inspector Weber Engineering By: Richard Bellucci President ALLIED TESTING LABORATORIES, INC. 1 15 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax (4 13) 736-1838 CONCRETE FIELD REPORT NO. 42 DATE: 02/14/06 Client: The Cooley Dickinson Hospital Project: Main Surgery Tower Contractor: Barr and Barr Builders Producer: Construction Service Location of Concrete Placement: Footing LIne 1 C-D Reported to: The Cooley Dickinson Hospital - Attention: Mr. Tim Singleton CYLINDER FABRICATION - ASTM C31 DATE CAST: 021/14/06 IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION A,B,C,D 14:45 276 3000 4J" Footing Line 1 C-D SLUMP TESTS - ASTM C143 AIR CONTENT TESTS - ASTM C173 or C231 Time Truck Slump Time Truck No. Air Content M 14:45 276 41" 14:45 276 4.7% AMBIENT TEMPERATURE CONCRETE TEMPERATURE - ASTM C1064 Time Temperature Time Truck No. Temperature 14:45 45°F 14:45 276 62°F Weather: Sunny Temp. : 40's No. Yds. . 16 Respectfully submitted, Copy: Mr. Steve DeLisi, Barr and Barr ALLIED 'TESTING LABORATORIES, INC. Mr. Dave Cooper, The Ritchite Organization Mr. Jeff Struble, Struble Engineering Weber Engineering By: Richard Bellucci President MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED TESTING LABORATORIES, INC. 1 15 St. George Road • Springfield, Massachusetts 01 104 Phone: (4 13) 736-1846 Fax: (4 13) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 185 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: Footing Line 1 - C-D The Cooley Dickinson Hospital REPORTED TO: Attention: Mr. Tim Singleton DATE: 02/14/06 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. L-689 Specimen No. A Slump (in) 4j" Entrained Air Content (%) 4.7% Concrete Temp. 62°F Date Sampled 2/14/06 Date Received 2/15/06 Date Tested 2/21/06 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 28.4 Total Load (Ibs) 77,240 COMPRESSIVE STRENGTH (psi) 2730 Remarks. Respectfully submitted, Mr. Steve DeLisi, Barr and Barr ALLIED TESTING LABORATORIES , INC. Mr. Dana Cooper, The Ritchie Organization Copy: Mr. Jeff Struble, Struble Engineering lfzl Weber Engineering By: Richard Bellucci President ALLIED TESTING LABORATORIES, INC. 1 1 S St.George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (4 13) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS - ASTM C39 REPORT NO: 184 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT:Slab on Deck - 1st Floor 1 - 6.5 REPORTED TO: The Cooley Dickinson Hospital DATE: 02/17/06 Attention: Mr. Time Singleton CONCRETE CLASS *4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. L-403 L-404 L-405 L-406 Specimen No. Set # 5 A B C D Slump (in) 7" Entrained Air Content 4.47 Concrete Temp. 60°F Date Sampled 1/20/06 1/20/06 1/20/06 1/20/06 Date Received 1/23/06 1/23/06 1/23/06 1/23/06 Date Tested 1/27/06 2/17/06 2/17/06 2/17/06 Age at Test (days) 7 28 28 28 Dimensions ('n) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 24.2 24.2 24.3 24.4 Total Load (Ibs) 75,250 154,955 152,730 166,350 COMPRESSIVE STRENGTH (psi) 2660 5480 5400 5880 Remarks. * Lightweight Respectfully submitted, Mr. Steve DeLisi, Barr and Barr ALLIED TESTING LABORATORIES , INC. Mr. Dava Cooper, The Ritchie Organization _ Copy: Mr. Jeff Struble, Struble Engineering - WEber Engineering By: Richard Bellucci President —Afj; ALLIED TESTING LABORATORIES, INC. 115 St.George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 183 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: Slab on Deck - 1st Floor 1 - 6.5 The Cooley Dickinson Hospital DATE: REPORTED TO: Attention: Mr. Tim Singleton 02/17/06 CONCRETE CLASS *4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. L-399 L-400 L-401 L-402 Specimen No. Set # 4 A B C D Slump (in) 7" Entrained Air Content (%) 4.0% Concrete Temp. 63°F Date Sampled 1/20/06 1/20/06 1/20/06 1/20/06 Date Received 1/23/06 1/23/06 1/23/06 1/23/06 Date Tested 1/27/06 2/17/06 2/17/06 2/17/06 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area. (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 24.5 24.5 24.5 24.6 Total Load (Ibs) 77,155 162,685 162,815 165,405 COMPRESSIVE STRENGTH (psi) 2730 5750 5760 5850 Remarks* Lightweight Respectfully submitted, ALLIED TESTING LABORATORIES , INC. Mr. Steve DeLisi, Barr and Barr CopMr. Dana Cooper, The Ritchie Organization Copy: Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Inspector By: Richard Bellucci Weber Engineering President ALLIED TESTING LABORATORIES, INC. 1 15 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (4 13) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 182 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: Slab on Deck - 1st Floor 1 - 6.5 The Cooley Dickinson Hospital REPORTED TO: Attention: Mr. Tim Sinlgeton DATE: 02/17/06 CONCRETE CLASS *4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. L-395 L-396 L-397 L-398 Specimen No. Set # 3 A B C D Slump (in) 811 Entrained Air Content (%) 4.3% Concrete Temp. 64°F Date Sampled 1/20/06 1/20/06 1/20/06 1/20/06 Date Received 1/23/06 1/23/06 1/23/06 1/23/06 Date Tested 1/27/06 2/17/06 2/17/06 2/17/06 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs► 23.8 23.8 23.9 23.9 Total Load (Ibs) 78,010 158,145 163,415 163,365 COMPRESSIVE STRENGTH (psi) 2760 5590 5780 5780 Remarks. * Lightweight Respectfully submitted, ALLIED TESTING LABORATORIES , INC. Mr. Steve DeLisi, Barr and Barr Copy: Mr. Dana Cooper, The Ritchie Organization / Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Buiding Inspector By: Richard Bellucci Weber Engineering President ALLIED TESTING LABORATORIES, INC. 1 15 St.George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (4 13) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 181 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: Slab on Deck - 1st Floor 1 -6.5 The Colley Dickinson Hospital REPORTED TO: Attention: Mr. Tim Singleton DATE: 02/17/06 CONCRETE CLASS *4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. L-391 L-392 L-393 L-394 Specimen No. Set # 2 A B C D Slump (in) 811 Entrained Air Contend (%) 4.47 Concrete Temp. 59°F Date Sampled 1/20/06 1/20/06 1/20/06 1/20/06 Date Received 1/23/06 1/23/06 1/23/06 1/23/06 Date Tested 1/27/06 2/17/06 2/17/06 2/17/06 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 23.8 23.8 23.7 23.7 Total Load (Ibs) 81,000 171,740 168,310 167,470 COMPRESSIVE STRENGTH (psi) 2870 6070 5950 5920 Remarks.*Lightweight Respectfully submitted, Mr. Steve DeLisi, Barr and Barr ALLIED TESTING LABORATORIES , INC. Mr. Dana Cooper, The Ritchie Organization Copy: Mr. Jeff Struble, Struble Engineering la4-(l Mr. Anthony Patillo, Building Inspector By: Richard Bellucci Weber Engineering President ALLIED TESTING LABORATORIES, INC. 1 15 St.George Road • Springfield, Massachusetts 01 104 r Phone: (413) 736-1846 Fax: (4 13) 736-1838 a COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 180 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: Slab on Deck - 1st Floor 1 - 6.5 The Cooley Dickinson Hospital REPORTED TO: Attention: Mr. Tim Singleton DATE: 02/17/06 CONCRETE CLASS *4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. L-387 L-388 L-389 L-390 Specimen No. Set # 1 A B C D Slump (in) 7j" Entrained Air Content (%) 4.27 Concrete Temp. 60°F Date Sampled 1/20/06 1/20/06 1/20/06 1/20/06 Date Received 1/23/06 1/23/06 1/23/06 1/23/06 Date Tested 1/27/06 2/17/06 2/17/06 2/17/06 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 23.8 23.7 23.9 23.8 Total Load (Ibs) 80,130 159,640 167,220 166,160 COMPRESSIVE STRENGTH (psi) 2830 5650 5920 5880 Remarks. * Lightweight Respectfully submitted, Mr. Steve DeLisi, Barr and Barr ALLIED TESTING LABORATORIES , INC. Mr. Dana Cooper, The Ritchie Organization Copy: Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Inspector By: Richard Bellucci Weber Engineering President -QHRISTQPHER plJ t I N CWI 21-JR-0-seland Terrace Fax&Ph. (413)587.4323 Longmeadow, MA 01106 Cell: .NO-s'7T-2 S82 ULTRASONIC TEST REPORT Date: ,L'2.1—OC Client: lWgJ4 Transducer: Project: r',W4, XkinsOA /gvty;lxl Ultrasonic Unit: KS-vsNS'Dl., Address: Jtic,-} ,��►{ , I`?f3 Test Method Standard: wSp�,� Fabricator: Clow Acceptance Standard: 4wSD1.1 Description of Joint: �� rr�¢ Material: /�"�,�Fc aw+ae�rcws� ec�uets a ect Distance m m o im 7 V :c C, v m 7t7 p p L 3 iQ, iw R D e Weld Identification" u c 1 a? ' �A 8 C 13 2. 70 max rp'Aaff x X Wl (3/ 40"-� fib 7J� --s jc !D a l�•'3 X �� i Remarks: �}1� we.�ds r..Q.+� ✓es�l �ripc 'l o•wl d drr�- �6 �+e3Ti , molds � p� �lw.,.,�� we,*- mf.11 d ye*. Lever it ' Technlcian0;-n$ ALLIED TESTING LABORATORIES, INC. 1 15 St. George Road • Springfield, Massachusetts 01 104 Phone: (4 13) 736-1846 Fax: (4 13) 736-1838 Report No. 18 of NON-DESTRUCTIVE TESTS Date: 02/21/06 Client: The Cooley Dickinson Hospital Project: MAIN SURGERY TOWER Contractor: Barr and Barr Builders Reported to: The Cooley Dickinson Hospital - Attention: Mr. Tim Singleton NON-DESTRUCTIVE TESTS Inspector on site this date for Ultrasonic Testing as requested. See attached worksheet for test results. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. By: Richard Bellucci President Copy: Mr. Steve DeLisi, Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Commissioner MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED TESTING LABORATORIES, INC. 1 15 St. George Road • Springfield, Massachusetts 01 104 �✓ —L� Phone: (413) 736-1846 Fax: (4 13) 736-1838 CONCRETE FIELD REPORT NO. 186 DATE: 02/23/06 Client: The Cooley Dickinson Hospital Project: Main Surgery Tower Contractor: Barr and Barr Builders - Producer: Construction Service Location of Concrete Placement: Slab on Grade Electric Service Area 1-4/A/B, Wall Line 1 C-D, AHU 1,2, & 3 Pads Reported to: The Cooley Dickinson Hospital - Attention: Mr. Tim Singleton CYLINDER FABRICATION - ASTM C31 DATE CAST: 02/23/06 IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION Set # 1 A,B,C,D 8:00 265 4000 4" S.O.G. Electric Service Area 1-4/A-B Set # 2 A,B,C,D 9:45 272 4000 41" Wall Line 1 C-D het # 3 A,B,C,D 12:30 281 *4000 7" AHU 1,2, & 3 Pads * Lightweight SLUMP TESTS - ASTM C143 AIR CONTENT TESTS - ASTM C173 or C231 Time Truck Slump Time Truck No. Air Content (7) 8:00 265 4" 8:00 265 1.3% 9:45 272 4J" 9:45 272 4.0% 12:30 281 7" 12:30 281 4.2% AMBIENT TEMPERATURE CONCRETE TEMPERATURE - ASTM C1064 Time Temperature Time Truck No. Temperature 265 31°F 8:00 265 61°F 272 33°F 9:45 272 63°F 281 36°F 12:30 281 60°F REINFORCING INSPECTION Reinforcing incorporated in today's concrete placement was found to be satisfactory for size, quantity, cleanliness, properly supported, adequately tied and spaced as required in accordance with Drawing No. AHU Drawing Rev B 2/14/06. Weather: Cloudy Temp: 30's Respectfully submitted, No. Yds. : 125 +/- ALLIED TESTING LABORATORIES, INC. Z Copy: Mr. Steve DeLisi, Barr and Barr Mr. Dana Cooper, The Ritchie Organization By: Richard Bellucci Mr. Jeff Struble, Struble Engineering President Weber Engineering Anthony Patillo, Building Inspector MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. _A(T; ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 186 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: Slab - Between 4 & 5 - C & D The Cooley Dickinson Hospital REPORTED TO: Attention: Mr. Tim Singleton DATE: 02/24/06 CONCRETE CLASS *4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. L-534 L-535 L-536 L-537 Specimen No. Set # 1 A B C D Slump (in) 51" Entrained Air Content (%) 4.0% Concrete Temp. 60°F Date Sampled 1/27/06 1/27/06 1/27/06 1/27/06 Date Received 1/31/06 1/31/06 1/31/06 1/31/06 Date Tested 2/3/06 2/24/06 2/24/06 2/24/06 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 23.9 23.9 23.7 23.8 Total Load (Ibs) 81,915 176,960 169,980 172,490 COMPRESSIVE STRENGTH (psi) 2900 6260 6010 6100 Remarks.* Lightweight Respectfully submitted, ALLIED TESTING LABORATORIES , INC. Mr. Steve DeLisi, Barr and Barr Copy: Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Anthony Patillo, Building Inspector By: chard 4Bellu/4a Weber Engineering President ALLIED TESTING LABORATORIES, INC. I I S St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736- 1846 Fax: (4 13) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 188 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: Slab - Between 5 & 6 - A & B The Cooley Dickinson Hospital REPORTED TO: Attention: Mr. Tim Singleton DATE: 02/24/06 CONCRETE CLASS *4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. L-542 L-543 L-544 L-545 Specimen No. Set # 3 A B C D Slump (in) 6" Entrained Air Content 1%) 4.47 Concrete Temp. 60°F Date Sampled 1/27/06 1/27/06 1/27706 1/27/06 Date Received 1/31/06 1/31/06 1/31/06 1/31/06 Date Tested 2/3/06 2/24/06 2/24/06 2/24/06 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 23.8 23.7 23.9 23.8 Total Load (Ibs) 81,020 157,990 166,385 162,580 COMPRESSIVE STRENGTH (psi) 2870 5590 5890 5750 Remarks.* Lightweight Respectfully submitted, ALLIED TESTING LABORATORIES , INC. Mr. Steve DeLisi, Barr and Barr Copy: Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Inspector By: Weber Engineering Pre ident ALLIED TESTING LABORATORIES, INC. 1 15 St. George Road • Springfield, Massachusetts 01 104 Phone: (4 13) 736-1846 Fax: (4 13) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 187 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: Slab — Between 3 & 4 — A & B The Cooley Dickinson Hospital DATE: REPORTED TO: 02/24/06 Attention: Mr. Tics Singleton CONCRETE CLASS *4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. L-538 L-539 L-540 L-541 Specimen No. Set # 2 A B C D Slump (in) 6" Entrained Air Content (%) 4.27. Concrete Temp. 58 0g Date Sampled 1/27/06 1/27/06 1/27/06 1/27/06 Date Received 1/31/06 1/31/06 1/31/06 1/31/06 Date Tested 2/3/06 2/24/06 2/24/06 2/24/06 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 23.3 23.3 23.5 23.4 Total Load (Ibs) 66,110 131,495 140,070 135,165 COMPRESSIVE STRENGTH (psi) 2340 4650 4950 4780 Remarks.* Lightweight Respectfully submitted, Mr. Steve DeLisi, Barr and Barr ALLIED TESTING LABORATORIES , INC. Mr. Dana Cooper, The Ritchie Organization COPY: Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Inspector By: chard B Weber Engineering President ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield,Massachusetts 01 104 Phone: (4 13) 736-1846 Fax: (4 13) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 191 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: Slab on Deck - 3rd Floor - Line G to Line 3 The Cooley Dickinson Hospital DATE: 02/28/06 REPORTED TO: Attention: Mr. Tim Singleton CONCRETE CLASS *4000 Mixture Weights per cubic yard Cement (Ibs► Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. L-590 L-591 L-592 L-593 Specimen No. Set # 3 A B C D Slump (in) 6 3/4" Entrained Air Content (%) 4.3% Concrete Temp. 62 0F Date Sampled 1/31/06 1/31/06 1/31/06 1/31/06 Date Received 2/1/06 2/1/06 2/1/06 2/1/06 Date Tested 2/6/06 2/28/06 2/28/06 2/28/06 Age at Test (days)7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in)28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 23.5 23.5 23.7 23.6 Total Load (lbs) 69,260 150,580 155,830 153,955 COMPRESSIVE STRENGTH (psi) 2450 5330 5510 5450 Remarks. * Lightweight Respectfully submitted, Mr. Steve DeLisi, Barr and Barr ALLIED TESTING LABORATORIES , INC. Mr. Dana Cooper, The Ritchie Organization Copy: Mr. Jeff Struble, Struble Engineering 1614�14-� Mr. Anthony Patillo, Building Inspector By: Richard Bellucci Weber Engineering President ALLIED TESTING LABORATORIES, INC. 1 15 St. George Road • Springfield, Massachusetts 01 104 Phone: (4 13) 736-1846 Fax: (4 13) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 190 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: Slab on Deck - 3rd Floor - Line G to Line 3 The Cooley Dickinson Hospital DATE: 02/28/06 REPORTED TO: Attention: Mr. Tim Singleton CONCRETE CLASS *4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. L-586 L-587 L-588 L-589 Specimen No. Set # 2 A B C D Slump (in) 7V Entrained Air Content (%) 4.37 Concrete Temp. 62°F Date Sampled 1/31/06 1/31/06 1/31/06 1/31/06 Date Received 2/1/06 2/1/06 2/1/06 2/1/06 Date Tested 2/6/06 2/28/06 2/28/06 2/28/06 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in)28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 23.5 23.5 23.4 23.3 Total Load (Ibs) 69,780 143,205 140,030 137,530 COMPRESSIVE STRENGTH (psi) 2470 5070 4950 4860 Remarks. * Lightweight Respectfully submitted, ALLIED TESTING LABORATORIES , INC. Mr. Steve DeLisi, Barr and Barr Copy: Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Inspector By: Richard Bellucci Weber Engineering President ALLIED TESTING LABORATORIES, INC. I 15 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (4 13) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 189 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: Slab on Deck - 3rd Floor - Line G to Line 3 The Cooley Dickinson Hospital DATE: 02/28/06 REPORTED TO: Attention: Mr. Tim Singleton CONCRETE CLASS *4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. L-582 L-583 L-584 L-585 Specimen No. Set # 1 A B C D Slump (in) 7" Entrained Air Content (%) 4.57 Concrete Temp. 61°F Date Sampled 1/31/06 1/31/06 1/31/06 1/31/06 Date Received 2/1/06 2/1/06 2/1/06 2/1/06 Date Tested 2116/06 2/28/06 2/28/06 2/28/06 Age at Test (days)7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in)28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 23.5 23.5 23.5 23.6 Total Load (Ibs) 72,735 163,265 162,595 165,910 COMPRESSIVE STRENGTH (psi) 2570 5770 5750 5870 Remarks. * Lightweight Respectfully submitted, Mr. Steve DeLisi, Barr and Barr ALLIED TESTING LABOR ATORIES , INC. Mr. Dana Cooper, The Ritchie Organization ' Copy: Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Inspector By: Richard Bellucci Weber Engineering President ALLIED TESTING LABORATORIES, INC. 115 St George Road • Springfield,Massachusetts 01 104 Phone: (413) 736-1846 Fax:(413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS—ASTM C39 REPORT NO: 194 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: AHU 1,2 & 3 Pads The Cooley Dickinson Hospital DATE: 03/02/06 REPORTED TO: Att: Mr. Tim Singleton CONCRETE CLASS *4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. L-757 Specimen No. Set # 3 A Slump (in) 7" - Entrained Air Content M 4.2% - Concrete Temp: 60°F Date Sampled 2/23/06 Date Received 2/24/06 Date Tested 3/2/06 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in). 28.3 Wgt. of Specimen (Ibs) 24.3 Total Load (Ibs) 107,595 COMPRESSIVE STRENGTH (psi) 3810 Remarks. * Lightweight Respectfully submitted, ALLIED TESTING LABORATORIES, INC. Mr. Steve DeLisi, Barr and Barr ' Mr. Dana Cooper, The Ritchie Organization ellucci Copy: ' Mr. Jeff Struble, Struble Engineering By: Richard Mr. Anthony Patillo, Buiding Inspector President Weber Engineering Ar ALLIED TESTING LABORATORIES, INC. 115 St George Road • Springfield,Massachusetts 01 104 Phone: (413) 736-1846 Fa>c (413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS—ASTM C39 REPORT NO: 193 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: Wall Line 1 C-D The Cooley Dickinson Hospital REPORTED TO: Att: Mr. Tim Singleton DATE: 03/02/06 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (lbs) Water (gals) Admixture (oz) LABORATORY NO. L-753 Specimen No. Set # 2 A Slump (in) 4j'1 Entrained Air Content M 4.0 Concrete Temp'. 63°F Date Sampled 2/23/06 Date Received 2/24/06 Date Tested 3/2/06 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in), 28.3 Wgt. of Specimen (Ibs) 29.2 Total Load (Ibs) 89,370 COMPRESSIVE STRENGTH (psi) 3160 Remarks. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. Mr. Steve DeLisi, Barr and Barr Mr. Dana Cooper, The Ritchie Organization Copy:' Mr. Jeff Struble, Struble Engineering g"y,: RR ich ard ellucci Mr. Anthony Patillo, Building Inspector President Weber Engineering o/�FP'I NK ALLIED TESTING LABORATORIES, INC. 1 1 5 St George Road • Springfield,Massachusetts 01 104 Phone: (413) 736-1846 Fax(413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS—ASTM C39 REPORT NO: 192 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Electric Service Area 1-4/A-B The Cooley Dickinson Hospital REPORTED TO: Att: Mr. Tim Singleton DATE: 03/02/06 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) AP Water (gals) . s Admixture (oi) LABORATORY NO. L-749 Specimen No. Set # 1 A Slump (in) 4" Entrained Air Content (%) 1/37 Concrete Temp: 61°F Date Sampled 2/23/06 Date Received 2/24/06 Date Tested 3/2/06 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in). 28.3 Wgt. of Specimen (Ibs) 29.5 Total Load (Ibs) 85,365 COMPRESSIVE STRENGTH (psi) 3020 Remarks. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. Mr. Steve DeLisi, Barr and Barr , Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Copy: ' Mr. Anthony Patillo, Buiding Inspector $y: Richard ellucci Weber Engineering President ALLIED TESTING LABORATORIES, INC. 1 15 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 d3� Report No. 3 of Spray-On Fireproofing Inspection Date: 316106 Client: The Cooley Dickinson Hospital - Project: MAIN SURGERY TOWER Contractor: Barr and Barr Builders - Sub Contractor: East Coast Fireproofing Reported to: The Cooley Dickinson Hospital - Att: Mr. Tim Singleton I. THICKNESS AND DENSITY TESTS - ASTM E605 TEST Minimum Maximum Average Required NO. LOCATION Thickness Thickness Thickness Thickness 1 Third Floor Column C19 1 11116 1 15116 1 13116 1 11116 2 Fourth Floor Framing L W16x26 Beam, 9 Line between 13 and C 1 114 1 112 1 318 1 114 3 Fourth Floor Column D16 1 1 318 1 114 1 118 4 Roof Framing W16x26 Beam 4.51B.5 314 1 118 15116 718 II. DENSITY TESTS LOCATION LAB NO. DENSITY (pcf) Fourth Floor Column D16 7961 17.5 pcf Respectfully submitted, ALL D T TING A RAT ES, I�VC. By: Richard Bellucci President Copy: Mr. Steve DeLisi, Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Inspector MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED TESTING LABORATORIES, INC.( Q 1 15 St. George Road • Springfield, Massachusetts 01 104 1j 1 Phone: (4 13) 736- 1846 Fax: (4 13) 736-1838 0<v/ COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 195 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: Footing Line 1 - C-D The Cooley Dickinson Hospital REPORTED TO: Attention: Mr. Tim Singleton D TE: 03/14/06 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. L-689 L-690 L-691 L-692 Specimen No. B C D Slump (in) P77. Entrained Air Content (%) Concrete Temp. 62°F Date Sampled 2/14/06 2/14/06 '2/14/06 2/14/06 Date Received 2/15/06 2/15/06 2/15/06 2/15/06 Date Tested 2/21/06 3/14/06 3/14/06 3/14/06 Age at Test (days) 7 28 28 28 Dimensions '(in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 28.4 28.4 28.3 28.2 Total Load (Ibs) 77,240 123,380 121,575 120,900 COMPRESSIVE STRENGTH (psi) 2730 4360 4300 4280 Remarks. Respectfully submitted, Mr. Steve DeLisi, Barr and Barr ALLIED TESTING LABORATORIES , INC. Mr. Dana Cooper, The Ritchie Organization Copy: Mr. Jeff Struble, Struble Engineering Weber Engineering By: Richard Bellucci Mr. Anthony Patillo, Building Inspector President CHRISTOPHER PURINTON..CWI 21 Roseland Terrace Fax&Ph. (413)5674323 Longmeadow, MA 01106 Cell: goo - --258Z- ULTRASONIC TEST REPORT Date: �-17-06 Client: Vt94 T� Transducer: 70°- Z.7-S' nkx Project: em' lej PCinsm 14071;yw Ultrasonic Unit: K8-v5A15'a4- Address: /It'd�^�*n , MA Test Method Standard: 4rwS.PQ Fabricator: C/v;c Acceptance Standard: Description of Joint: bvif Material: .-Sriy A99z- eci e s e ect Distance of�a ,tif ilrlt S �t6 a a f� `= x Y °i m m � 41 i ` c w N I; E Weld Identification: m ;4 , 5 a v g °; 'e P E .. A 8 D ,4,6 7,D, Web 70 wzJ> 5"a 5 T wt sk ,5,sr yF z Wit x Remarks: All a,.lds urea Level it Technician ALLIED TESTING LABORATORIES, INC. 1 15 St.George Road • Springfield,Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 Report No. 19 of NON-DESTRUCTIVE TESTS Date: 3117106 Client: The Cooley Dickinson Hospital Project: MAIN SURGERY TOWER Contractor: Barr and Barr Builders Reported to: The Cooley Dickinson Hospital - Att: Mr. Tim Singleton NON-DESTRUCTIVE TESTS Inspector on site this date for Ultrasonic Testing as requested. See attached worksheet for test results. Respectfully submitted, ALLIED TESTING LABORATORIES,' INC. By: Richard Bellucci President Copy: Mr. Steve DeLisi, Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Commissioner MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED TESTING LABORATORIES, INC. 115 St.George Road • Springfield,Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 Report No. 32 of Structural Steel Inspection Date: 3121106 Client: The Cooley Dickinson Hospital Project: MAIN SURGERY TOWER Contractor: Barr and Barr Builders Sub Contractor: B.R.I. Reported to: The Cooley Dickinson Hospital - Att: Mr. Tim Singleton STRUCTURAL STEEL INSPECTION During today's site visit inspector reviewed 5402 details and the completed relieving angle connections each level, each face. The angles which connected beneath the existing floors that required a single A325 high strength bolt and a tack weld were mostly covered with a sprayed on fireproofing and not 100% visible. Some loose bolts were noted and missing tack welds. The super was notified. The vertical top connection which required three A325 bolts and a tack weld were as per detail. Also noted an offset bottom connection along A Line between 9 and 10. No bolts could be used; clips welded. The super was notified and he said that the area has been in review for modification. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. 4,4414ae-� By: Richard Bellucci President Copy: Mr. Steve DeLisi, Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Inspector MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED TESTING LABORATORIES, INC. 115 St George Road • Springfield,Massachusetts 01 104 Phone:(413) 736-1846 Fax:(413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS—ASTM C39 REPORT NO: 198 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: AHU 1,2 & 3 Pads The Cooley Dickinson Hospital DATE: 03/23/06 REPORTED TO: Att: Mr. Tim Singleton CONCRETE CLASS *4000 Mixture Weights per cubic yard Cement (lbs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. L-757 L-758 L-759 L-760 Specimen No. Set # 3 A B. C D Slump (in) 711 Entrained Air Content M 4.27 - Concrete Temp: 60°F Date Sampled 2/23/06 2/23/06 2/23/06 2/23/06 Date Received 2/24/06 2/24/06 2/24/06 2/24/06 Date Tested 3/2/06 3/23/06 3/23/06 3/23/06 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in). 28.3 28.3 28.3 28.3 Wgt.of Specimen (Ibs) 24.3 24.3 24.4 24.3 Total Load (Ibs) 107,595 160,745 165,280 158,620 COMPRESSIVE STRENGTH (psi) 3810 5690 5850 5610 Remarks. * Lightweight Respectfully submitted, ALLIED TESTING LABORATORIES, INC. Mr. Steve DeLisi, Barr and Barr Mr. Dana Cooper, The Ritchie Organizat ion k"'. Copy:' Mr. Jeff Struble, Struble Engineering By: Richard Mr. Anthony Patillo, Buiding Inspector President Weber Engineering C�Lr ALLIED TESTING LABORATORIES, INC. 1 1 5 St George Road • Springfield,Massachusetts 01 104 Phone: (413) 736-1846 Fa>c (413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 197 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: Wall Line 1 C-D The Cooley Dickinson Hospital REPORTED TO: Att: Mr. Tim Singleton DATE: 03/23/.0 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. L-753 L-754 L-755 L-756 Specimen No. Set # 2 A B C D Slump (in) 4j'1 Entrained Air Content W 4.0 Concrete Temp: 63°F Date Sampled 2/23/06 2/23/06 2/23/06 2/23/06 Date Received 2/24/06 2/24/06 2/24/06 2/24/06 Date Tested 3/2/06 3/23/06 3/23/06 3/23/06 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in). 28.3 28.3 28.3 28.3 Wgt.of Specimen (Ibs) 29.2 29.2 29.1 29:1 Total Load (Ibs) 89,370 140,830 137,055 137,990 COMPRESSIVE STRENGTH (psi) 3160 4980 4850 4880 Remarks. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. Mr. Steve DeLisi, Barr and Barr Mr. Dana Cooper, The Ritchie Organization && Copy: ' Mr. Jeff Struble, Struble Engineering By: Richard ellucci Mr. Anthony Patillo, Building Inspector President Weber Engineering ALLIED TESTING LABORATORIES, INC. AC 115 St George Road • Springfield,Massachusetts 01 104 Phone: (413) 736-1846 Fax:(413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 196 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: Slab on Grade, Electric Service Area 1-4/A-B The Cooley Dickinson Hospital DATE: 03/23/06 REPORTED TO: Att• Mr. Tim Singleton _ CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) , Water (gals) Admixture (oz) LABORATORY NO. L-749 L-750' L-751 L-752 Specimen No. Set # 1 A B C D Slump (in) 4" Entrained Air Content (%) 1/3% Concrete Temp: 61°F Date Sampled 2/23/06 2/23/06 2/23/06 2/23/06 Date Received 2/24/06 2/24/06 2/24/06 2/24/06 Date Tested 3/2/06 3/23/06 3/23/06 3/23/06 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in). 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 29.5 29.5 29.5 29.4 Total Load (Ibs) 85,365 161,735 163,495 157,530 COMPRESSIVE STRENGTH (psi) 3020 5770 5780 5570 Remarks. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. Mr. Steve DeLisi, Barr and Barr , Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Copy: • Mr. Anthony Patillo, Buiding Inspector $y: Richard ellucci Weber Engineering President ALLIED TESTING LABORATORIES, INC. 115 St.George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 CONCRETE FIELD REPORT NO. 44 DATE: 04/05/06 Client: The Cooley Dickinson Hospital Project: Main Surgery Tower Contractor: Barr and Barr Builders Producer: Construction Service Location of Concrete Placement: Basement Mechanical Pads and Patch, Slab on Deck 1st Floor by Line 1 @ C Reported to: The Cooley Dickinson Hospital - Attention: Mr. Tim Singleton CYLINDER FABRICATION - ASTM C31 DATE CAST: 04/05/06 IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION Set # 1 A,B,C,D 8:00 284 4000 5" Basement Mechanical Pads & Patch Set # 2 A,B,C,D 9:00 267 *4000 6" Slab on Deck, lst Floor by Line 1 @C * Lightweight SLUMP TESTS - ASTM C143 AIR CONTENT TESTS - ASTM C173 or C231 Time Truck Slump Time Truck No. Air Content M 8:00 284 5" 8:00 284 1.47 9:00 267 6" 9:00 267 4.37 AMBIENT TEMPERATURE CONCRETE TEMPERATURE - ASTM C1064 Time Temperature Time Truck No. Temperature 8:00 34°F 8:00 284 64°F 9:00 34°F 9:00 267 64°F Weather: Flurries Temp. : 30's No. Yds. : 22/10 Respectfully submitted, ALLIED TESTING LABORATORIES, INC. 01 7 Copy: Mr. Steve DeLisi, Barr and Barr By: Richard Bellucci Mr. Dana Cooper, The Ritchie Organization President Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Inspector Weber Engineering MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED TESTING LABORATORIES, INC. 115 St.George Road • Springfield, Massachusetts 01 104 �Y_7 Phone: (413) 736-1846 Fax: (413) 736-1838 CONCRETE FIELD REPORT NO. 45 DATE: 04/06/06 Client: The Cooley Dickinson Hospital � i Project: Main Surgery Tower Contractor: Barr and Barr Builders Producer: Construction Service j Location of Concrete Placement: Chiller Building Addition Footings The Cooley Dickinson Hospital Reported to: Attention: Mr. Tim Singleton CYLINDER FABRICATION - ASTM C31 DATE CAST: 04/06/06 IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION A,B,C,D 15:15 282 3000 4" Chiller Building Addition Footings SLUMP TESTS - ASTM C143 AIR CONTENT TESTS - ASTM C173 or C231 Time Truck Slump Time Truck No. Air Content (�) 15:15 282 4" 15:15 282 4.9% AMBIENT TEMPERATURE CONCRETE TEMPERATURE - ASTM C1064 Time Temperature Time Truck No. Temperature 15: 15 45°F 15: 15 282 64°F REINFORCING INSPECTION Reinforcing incorporated in today's concrete placement was found to be satisfactory C or size, quantity, cleanliness, properly supported, adequately tied and spaced as required. Weather: Sunny Temp. : 40's No. Yds. . 31 Respectfully submitted, ALLIED TESTING LABORATORIES, INC. Copy: Mr. Steve DeLisi, Barr and Barr ' Mr. Dana Cooper, The Ritchie Organization By: Richard Bellucci Mr. Jeff Struble, Struble Engineering President Weber Engineering Anthony Patillo, Building Inspector MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED TESTING LABORATORIES, INC. 1 15 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 arc ( X36 38 CONCRETE FIELD REPORT NO. 46 ;,� DA 04/10/06 Client: The Cooley Dickinson Hospital Project: Main Surgery Tower Contractor: Barr and Barr Builders Producer: Construction Service s_ Location of Concrete Placement: Slab- Land and Stairs = 3rd Level - Line 13 - Btw. C & D The Cooley Dickinson Hospital Reported to: Attention: Mr. Tim Singleton CYLINDER FABRICATION ASTM C31 DATE CAST: 04/10/06 IDENTIFICATION TIME TRUCK AS S P EXACT LOCATION A,B,C,D 8:30 283 *4000 4#" Slab - 3rd Level - Landing & Stairs - Line 13- Btw. C & D *Peastone SLUMP TESTS - ASTM C143 AIR CONTENT TESTS - ASTM C173 or C231 fiime Truck Time Truck No. Air Content (�) 8:30 283 0" ; 8:30 283 4.5% AMBIENT TEMPERATURE CONCRETE TEMPERATURE - ASTM C1064 Time Temperature Time Truck No. Temperature 8:30 40°F 8:30 283 68°F Weather: Clear Temp. : 40's No. Yds. : 12 Respectfully submitted, ALLIED TESTING LABORATORIES, INC. Copy: Mr. Steve DeLisi, Barr and Barr By: Richard Bellucci Mr. Dana Cooper, The Ritchie Organization President Mr. Jeff Struble, Str_uble Engineering Weber Engineering Anthony Patillo, Building Inspector MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Mai etts 01 104 Phone: (413) 736-1 'f�4 -,1838 CONCRETE FIELD REPORT NO. 47 E: 04/11/06 Client: The Cooley Dickinson Hosp a Project: Main Surgery Tower Contractor: Barr and Barr Builders Producer•• Construction Service Location of Concrete Placement: Slab - Penthouse and Walkway, Line 12 & 13 - C & D The Cooley Dickinson Hospital Reported to: Attention: Mr. Tim Singleton CYLINDER FABRICATION - ASTM C31 DATE CAST: 04/11/06 IDENTIFICATION TIME TRUCK -C'ASS EXACT LOCATION Set # 1 A,B,C,D 7:30 273 *4000 5" 1 Slab, Penthouse, Line 12 & 13 - C & D Set # 2 A,B,C,D 8:00 26$ *4000 5" Slab, Penthouse Walkway, Line 13 Between C & D Extension SLUMP TESTS - ASTM C143 AIR CONTENT TESTS - ASTM C173 or C231 Time -Truck Slump Time Truck No. Air Content M 7:30 273 5" 7:30 273 4.87 8:00 268 5" 8:00 268 4.6% AMBIENT TEMPERATURE CONCRETE TEMPERATURE - ASTM C1064 Time Temperature Time Truck No. Temperature 7:30 40°F 7:30 273 66°F 8:00 40°F 8:00 268 68°F Weather: Clear Temp. : 40's No. Yds. : 70 Respectfully submitted, ALLIED TESTING LABORATORIES, INC. Copy: Mr. Steve DeLisi, Barr and Barr Builders By: Richard Bellucci Mr. Dana Cooper, The Ritchie Organization President Mr. Jeff Struble, Struble Engineering Weber Engineering Anthony Patillo, Building Inspector MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 CONCRETE FIELD REPORT N0. 48 �_• -�` , : , 1(,6'� Client: The Cooley Dickinson Hospital Project: Main Surgery Tower ` Contractor: Barr and Barr Builders Producer: Construction Service Location of Concrete Placement: Chiller Addition Walls The Cooley Dickinson Hospital Reported to: Attention: Mr. Tim Singleton CYLINDER FABRICATION - ASTM C31 DATE CAST: 04/12/06 IDENTIFICATION TIME TRCK ) CLASS SLUMP EXACT LOCATION A,B,C,D 14:00 (26U 4000 4" Chiller Addition Walls SLUMP TESTS - ASTM C143 AIR CONTENT TESTS - ASTM C173 or C231 Time Truck fSlumpp�` Time Truck No. Air Content (�) 14:00 267 4 14:00 267 5.1% AMBIENT TEMPERATURE CONCRETE TEMPERATURE - ASTM C1064 Time Temperature Time Truck No. Temperature 14:00 56°F 14:00 267 70°F REINFORCING INSPECTION Reinforcing incorporated in today's concrete placement was found to be satisfactory for size, quantity, cleanliness, properly supported, adequately tied and spaced as required. Weather: Cloudy Temp. : 50's No. Yds. : 55 Respectfully submitted, ALLIED TESTING LABORATORIES„INC. Copy: Mr. Steve DeLisi, Barr and Barr Builders By: Richard Bellucci Mr. Dana Cooper, The Ritchie Organization President Mr. Jeff Struble, Struble Engineering Weber Engineering Anthony Patillo, Building Inspector MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. "A ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (4 13) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CON S CC Ml!'NS —ASTM,4 9 REPORT NO: 200 w CLIENT: The Cooley Dickinson Hospita PROJECT: Main Surgery Tower i LOCATION OF CONCRETE PLACEMENT: Slab on Deck/Ist`,Floo `by' 'Line, 1 @ C The Cooley Dicki son liospital 04/12/06 REPORTED TO: Attention: M DATE: CONCRETE CLASS ( *4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. M-82 Specimen No. Set # 2 Slump (in) 6 ) Entrained Air Content (%) 4.3% Concrete Temp. 64°F Date Sampled 4/5/06 Date Received 4/7/06 Date Tested 4/12/06 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 24.7 Total Load (Ibs) 109,935 COMPRESSIVE STRENGTH (psi) 3890 Remarks. * Lightweight Respectfully submitted, ALLIED TESTING LABORATORIES , INC. Mr.Steve DeLisi, Barr and Barr Copy: Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Inspector By: Richard Bellucci Weber Engineering President ALLIED TESTING LABORATORIES, INC. 1 15 St.George Road • Springfield, Massachusetts.0 1. 104 Phone: (413) 736-1846 Fay 4F ) 6 8 COMPRESSIVE STRENGTH OF CYLINDRICAL doNCR pjS�KmE` s y"ASTM C39 REPORT NO: 199 1 4, CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: Basement, Mechanical Pads and Patch The Cooley Dickinson Hospital REPORTED TO: Attention: Mr. Tim Singleton DATE: 04/12/06 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. M-78 Specimen No. Set # 1 Slump (in) 5" Entrained Air Content M 1.47. Concrete Temp. 64°F Date Sampled 4/5/06 Date Received 4/7/06 Date Tested 4/12/06 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28,3 Wgt. of Specimen (Ibs► 29.2 Total Load (Ibs) 92,185 COMPRESSIVE STRENGTH (psi) 3260 Remarks. Respectfully submitted, ALLIED TESTING LABORATORIES , INC. Mr. Steve Delisi, Barr and Barr Mr. Dana Cooper, The Ritchie Organization Copy Mr. Jeff Struble. Struble Engineering Mr. Anthony Patillo, Building Inspector By: Richard Bellucci Weber Engineering President ALLIED TESTING LABORATORIES, INC. AC I 15 St George Road • Springfield,Massachusetts 01 104 Phone: (413) 736-1846 Fax:(413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL F�T S —A ',C39 t~� 11 REPORT NO: 201 CLIENT: The Cooley Dickinson Hospital ¢�S PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: Chiller Buil,ing `c =it gm Footings The Cooley Dickinson Hospital DATE: 04/13/06 REPORTED TO: Attention: Mr. Tim Singleton CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. M-98 Specimen No. Stump in 4._.__11 Entrained Air Content 4.99 Concrete Temp: 64°F Date Sampled 4/6/06 Date Received 4/10/06 Date Tested 4/13/06 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in). 28.3 .Wgt.of Specimen (Ibs) 28.2 Total Load (Ibs) 67,780 COMPRESSIVE STRENGTH (psi) 2400 Remarks. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. Mr. Steve DeLisi, Barr and Barr Mr. Dana Cooper, The Ritchie Organization Copy;' Mr. Jeff Struble, Struble Engineering By. Richard Ael c ci Mr. Anthony Patillo, Building Inspector president Weber Engineering .LIED__ TESTING LABORATORIES, INC. George Road • Springfield, Massachusetts 01 104 hone: (413) 736-1846 Fax (413) 736-1838 !' APR 1 9 2006 !L ICOMLRESSIVF -TAENG-* OF CYLINDRICAL CONCRETE SPECIMENS -ASTM C39 U REPORT N0 2 � CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: Slab - 3rd Level - Landing and Stairs - Line 13 - Between ' C & D The Cooley Dickinson Hospital DATE: 04/17/06 REPORTED TO: Attention: Mr. Tim Sin2leton CONCRETE CLASS *4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. M-138 Specimen No. A Slump (in) 4P' Entrained Air Content N 4.57 Concrete Temp: 68°F Date Sampled 4/10/06 Date Received 4/12/06 Date Tested 4/17/06 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in). 28.3 .WgL of specimen (Ibs) 28.3 Total Load (Ibs) 106,365 COMPRESSIVE STRENGTH (psi) 3760 Remarks.* Peastone Respectfully submitted, ALLIED TESTING LABORATORIES, INC. Mr.Steve DeLisi, Barr and Barr ' Co Mr..Dana Cooper, The Ritchie Organization B Richard ellucci Copy: Mr. Jeff Struble, Struble Engineering y' Weber Engineering President Mr. Anthony Patillo, Building Inspector NK ALLIED TESTING LABORATORIES, INC. I IS St George Road • Springfield, Massachusetts 01 101 q/ Phone: (413) 736-1896 Fax (413) 736-1838 7 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 204 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: Slab - Penthouse Walkway - Line 13 Between C & D Extension ' Tne Cooley Dickinson Hospital REPORTED TO: Attention: Mr. Tim Singleton DATE: 04/18/06 CONCRETE CLASS *4000 Mixture Weights per cubic yard Cement (Ibs) (( rr Fine Aggregate (Ibs) /1_L ��- Coarsd Aggregate (Ibs) vu Water (gals) y. Admixture (oz) �F�.-- LABORATORY NO. M-130 Specimen No. Set # 2 A Slump (in) 5" Entrained Air Content 4.67 Concrete Temp: 68°F Date Sampled 4/11/06 Date Received 4/12/06 Date Tested 4/18/06 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in). 28.3 .Wgt.of specimen (Ibs) 24.6 Total Load (Ibs) 88,640 COMPRESSIVE STRENGTH (psi) 3140 Remarks. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. Mr.Steve DeLisi, Barr and Barr Builders ' Mr.DAna Cooper, The Ritchie Organization Co Mr. Jeff Struble, Struble Engineering By. Richard ellucci pY' Weber Engineering President Mr. Anthony Patillo, Building Inspector ALLIED TESTING LABORATORIES, INC. Ar I I S St George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fa>c (413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 203 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: Slab - Penthouse, Line 12 & 13 - C & D ' The Cooley Dickinson Hospital REPORTED TO: Attention: Mr. Tim Singleton DATE: 04/18/06 CONCRETE CLASS *4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) �l �'' IC Admixture (oz) -- LABORATORY NO. M-134 Specimen No. Set # 1 A Slump (in) 5" Entrained Air Content N 4.8% Concrete Temp: 660-F Date Sampled 4/11/06 Date Received .4/12/06 Date Tested 4/18/06 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in).28.3 .Wgt.of specimen (Ibs) 24.2 Total Load (Ibs) 81,705 COMPRESSIVE STRENGTH (psi) 2890 Remarks. * Lightweight Respectfully submitted, ALLIED TESTING LABORATORIES, INC. Mr. Steve DeLisi, Barr and Barr Mr. Dana Cooper, The Ritchie Organizatio Copy; Mr. Jeff Struble, Struble Engineering /By-: Richard cllucci Weber Engineering President Mr.Anthony Patillo, Building Inspector ALLIED TESTING LABORATORIES, INC. 1 1 5 AC St George Road • Springfield,Massachusetts 01 104 Phone:(413) 736-1846 Fax:(413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 205 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: Chiller - Addition Walls The Cooley Dickinson Hospital REPORTED TO: Attention: Mr. Tim Singleton DATE: 04/19/06 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. M-185 Specimen No. A Slump (in) 411 Entrained Air Content (%) 5.1% Concrete Temp: 70°F Date Sampled 4/12/06 Date Received 4/13/06 Date Tested 4/19/06 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in). 28.3 W9t of Specimen (Ibs) 29.5 Total Load (Ibs) 86,000 COMPRESSIVE STRENGTH (psi) 3040 Remarks. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. Mr. Steve DeLisi, Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization Copy: ' Mr. Jeff Struble, Struble Engineering B"' V: ichard ellucci Weber Engineering President Anthony Patillo, Building Inspector ALLIED TESTING LABORATORIES, INC. 115 St.George Road • Springfield,Massachusetts 01 104 Phone: (413) 736-1846 Fax: (4736-j Report No. 33 of Structural Steel Insp V;i" �e 4%Y12 p6 Client: The Cooley Dickinson Hospital,' Project: MAIN SURGERY TOWER Contractor: Barr and Barr Builders m ' Sub Contractor: B.R.I. Reported to: The Cooley Dickinson Hospital' -Att: Mr. Tim Singleton STRUCTURAL STEEL INSPECTION inspector on site this date for visual inspection of a tube column between Third and Fourth Floors on E Line between 3.4 and 4. The following was noted: 1) This tube column has a cast in place bottom anchor plate and has a 6" long vertical crack along one of the corners.which starts up approximately 3" from the concrete slab. 2) Digital pictures were taken and sent to' the Engineer of Record. 3) Inspector spoke with the Engineer of Record to describe visual inspection. 4) Digital pictures were also furnished to the project superintendent. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. By: Richard Bellucci President Copy: Mr. Steve DeLisi, Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Inspector MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED TESTING LABORATORIES, INC. 115 St.George Road • Springfield, Massachusetts 01 104 Phone:(413) 736-1846 Fax: (4 13) 736-1838 CONCRETE FIELD REPORT NO. 49 DATE: 04/24/06 Client: The Cooley Dickinson Hospital Project: Main Surgery Tower Contractor: Barr and Barr Builders }; Producer: Construction Service ? ; Location of Concrete Placement: Cooling Tower Piers , The Cooley Dickinson Hospital Reported to: Attention: Mr. Tim Singleton CYLINDER FABRICATION - ASTM C31 DATE CAST: 04/24/06 IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION A,B,C,D 12:30 265 4000 4" Cooling Tower Piers SLUMP TESTS - ASTM C143 AIR CONTENT TESTS - ASTM C173 or C231 Time Truck Slump Time Truck No. Air Content M 12:30 265 4" 12:30 265 4.77 AMBIENT TEMPERATURE CONCRETE TEMPERATURE - ASTM C1064 Time Temperature Time Truck No. Temperature 12:30 50°F 12:30 265 65°F Weather: Cloudy Temp. : 50's No. Yds. : 3 Respectfully submitted, ALLIED TESTING LABORATORIES, INC. p Copy: Mr. Steve DeLisi, Barr and Barr Builders By: Richard Bellucci Mr. Dana Cooper, The Ritchie Organization President Mr. Jeff Struble, Struble Engineering Weber Engineering Anthony Patillo, Building Inspector MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED TESTING LABORATORIES, INC. 115 St.George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 206 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMBIT: Cooling Towers Piers.: The Cooley Dickinson Hospital REPORTED TO: Attention: Mr. Tim Singleton DATE: 05/01/06 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. M-346 Specimen No. A...._- Slump (in) 4" Entrained Air Content (%) 4.7% Concrete Temp. 65°F Date Sampled 4/24/06 Date Received 4/26/06 Date Tested 5/1/06 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 29.4 Total Load (Ibs) 90,655 COMPRESSIVE STRENGTH (psi) 3210 Remarks. Mr. Steve DeLisi, Barr and Barr Respectfully submitted, Mr. Dana Cooper, The Ritchie Organization ALLIED TESTING LABORATORIES , INC. Mr. Jeff Struble, Struble Engineering Copy:Weber Engineering Anthony Patillo, Building Inspector By: Richard Bellucci President ALLIED TESTING LABORATORIES, INC. 1 15 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 207 CLIENT: The Cooley Dickinson Hospital�R� er Main Surgery g Y Tower LOCATION OF CONCRETE PLACEMENT: sement, Mechanical Pads Patch The Cooley Dickinson Hospital REPORTED TO: Attention: Mr. Tim Singleton DATE: 05/03/,06 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. M-78 M-79 M-80 M-81 Specimen No. Set # 1 A B C D Slump (in) 5" Entrained Air Content 1%) 1.47 Concrete Temp. 64°F Date Sampled 4/5/06 4/5/06 4/5/06 4/5/06 Date Received 4/7/06 4/7/06 4/7/06 4/7/06 Date Tested 4/12/06 5/3/06 5/3/06 5/3/06 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 29.2 29.2 29.1 29.2 Total Load (Ibs) 92, 185 144,575 142,310 145,655 COMPRESSIVE STRENGTH (psi) 3260 5110 5030 5150 Remarks. Respectfully submitted, Mr. Steve Delisi, Barr and Barr ALLIED TESTING LABORATORIES , INC. Mr. Dana Cooper, The Ritchie Organization Copy. Mr. Jeff Struble. Struble Engineering Mr. Anthony Patillo, Building Inspector By: Richard Bellucci Weber Engineering President ALLIED TESTING LABORATORIES, INC. 1 15 St.George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 2.08 CLIENT: The Cooley Dickinson Hospital �._.__..._. PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: Slab._ Qrr Deck, 1st Floor by Line 1 REPORTED TO: The Cooley Dickinson Hospital DATE: 05/03/06 Attention: Mr. Tim Singleton CONCRETE CLASS *4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. M-82 M-83 M-84 M-85 Specimen No. Set # 2 AA B C D Slump (in) �:6�- Entrained Air Content M 4.3% Concrete Temp. 64°F Date Sampled 4/5/06 4/5/06 4/5/06 4/5/06 Date Received 4/7/06 4/7/06 4/7/06 4/7/06 Date Tested 4/12/06 5/3/06 5/3/06 5/3/06 Age at Test (days) 7 28 28 28 Dimensions 0n) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 24.7 24.7 24.7 24.8 Total Load (Ibs) 109,935 173,610 172,540 177,840 COMPRESSIVE STRENGTH (psi) 3890 6140 6100 6290 Remarks. * Lightweight Respectfully submitted, ALLIED TESTING LABORATORIES , INC. Mr.Steve DeLisi, Barr and Barr Copy: Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Inspector By: Richard Bellucci Weber Engineering President ALLIED TESTING LABORATORIES, INC. Ar 115 St George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax (413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 209 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: Chiller Buildine Addition Footing. The Cooley Dickinson Hospital REPORTED TO: Attention: Mx. Tim Singleton DATE: 05/OG/06 CONCRETE CLASS 3000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. M-98 M-99 M-100 M-101 Specimen No. _-. B C D Slump (in) Entrained Air Content M 4.91 Concrete Temp: 64°F Date Sampled 4/6/06 4/6/06 4/6/06 4/6/06 Date Received 4/10/06 4/10/06 4/10/06 4/10/06 Date Tested 4/13/06 5/4/06 5/4/06 5/4/06 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in). 28.3 28.3 28.3 28.3 .Wgt.of Specimen (Ibs) 28.2 28.2 28.1 28.2 Total Load (Ibs) 67,780 105,365 103,565 105,365 COMPRESSIVE STRENGTH (psi) 2400 3730 3660 3730 Remarks. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. Mr. Steve DeLisi, Barr and Barr Mr. Dana Cooper, The Ritchie Organization copy: . Mr. Jeff Struble, Struble Engineering By: Richard ellucci Mr. Anthony Patillo, Building Inspector president Weber Engineering ALLIED TESTING LABORATORIES, INC. 115 St George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 Report No. 1 of Masonry Inspection Date: 05/04/06 Client: The Cooley Dickinson Hospital Project: Main Surgery Tower, Northampton, MA Subject: Masonry inspection Reported to: The Cooley Dickinson Hospital _y Attention: Mr. Tim Singleton 'a Inspector on site this date for masonry inspection as follows: MORTAR Three (3) 2x2x2 mortar specimens fabricated for compressive strength tests. Time: 10:00 Mortar Mix Proportions: 1 Bag Cement, ! Bag Lime, 42 Shovels Sand, 13 Gals. Wat_ e . Mortar Temperature: 55°F Ambient Temperature: 60°F Location: Building - Line A - Between 10 & 13 - 2nd Level See separate report for results of compressive strength tests when they become due. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. By: Richard Bellucci President Copy: Mr. Steve DeLisi, Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Weber Engineering Mr. Anthony Patillo, Building Inspector MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. NK ALLIED TESTING LABORATORIES, INC. I IS St George Road • Springfield, Massachusetts 01 104 6?,3 -, Phone: (413) 736-1816 Fax (413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 210 CLIENT: The Cooley Dickinson Hospital - °-- -` PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: Slab - 3rd Level - Landing and Stairs, - Line 13 - Between ' C & D The Cooley Dickinson Hospital 1 ~DATE: REPORTED TO: Attention: Mr. Tim Single 05/08/06 CONCRETE CLASS *4000 Mixture Weights per cubic yard Cement . (lbs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) "A'` i n Water (gals) Admixture (OZ) LABORATORY NO. M-138 M-139 M-140 - M-141 Specimen No- ,.. .. .•_._. .::.e... 6 ''� B . C D slump (in) 4ill Entrained Air Content r 457 - Concrete Temp: 68°F Date Sampled 4/10/06 4/10/06 4/10/06 4/10/06 Date Received 4/12/05 4/12/06 4/12/06 4/12/06 Date Tested 4/17/06 5/8/06 5/8/06 5/8/06 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in). 28.3 28.3 28.3 28.3 •Wgt.of Specimen (Ibs) 28.3 28.3 28.4 28.5 Total Load (Ibs) 106,365 141,650 143,555 146,545 COMPRESSIVE STRENGTH (psi) 3760 5010 5080 5180 Remarks.* Peastone Respectfully submitted, ALLIED TESTING LABORATORIES, INC. Mr.Steve DeLisi, Barr and Barr ' Co Mr..Dana Cooper, The Ritchie Organization By: Richard cllucci py' Mr. Jeff Struble, Struble Engineering President Weber Engineering Mr. Anthony Patiglo, Building Inspector NK ALLIED TESTING LABORATORIES, INC. I IS St George Road • Springfield,Massachusetts 01 IN Phone: (4 13) 736-1896 Fax(413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS - ASTM C39 REPORT NO: 212 . CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: Slab - Penthouse Walkway - Line 13 Between C & D Extension Tne Cooley Dickinson Hospital REPORTED TO: Attention: Mr. Tim Singleton DATE: 05/09/06 CONCRETE CLASS *4000 Mixture Weights per cubic yard Cement - (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. M-130 M 7131 M-132 -M-133 Specimen No. set # 2 A B C D Slump (in) 5" Entrained Air Content N 4.6% Concrete Temp: 68°F Date Sampled 4/11/06 4/11/06 4/11/06 4/11/06 Date Received 4/12/06 4/12/06 4/12/06 4/12/06 Date Tested 4/18/06 5/9/06 5/9/06 5/9/06 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in). 28.3 28.3 28.3 28.3 Wgt of Specimen (Ibs) 24.6 24.6 24.7 24.5 - Total Load (Ibs) 88,640 158,085 162,655 150,340 COMPRESSIVE STRENGTH (psi) 3140 5590 5750 5320 Remarks. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. Mr.Steve DeLisi, Barr and Barr Builders Mr.DAna Cooper, The Ritchie Organization Co Mr. Jeff Struble, Struble Engineering By• Richard cllucci copy: Weber Engineering President Mr. Anthony Patillo, Building Inspector ALLIED TESTING LABORATORIES, INC. I IS St George Road • Springfield,Massachusetts 01 104 Phone: (413) 736-1846 Fa>c (413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 211 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: Slab - Penthouse, Line 12 & 13 - C & D ' The Cooley Dickinson Hospital DATE: REPORTED TO: Attention: Mr. Tim Singleton 05/09/06 CONCRETE CLASS *4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. M-134 M-135 M-136 -M-137 Specimen No. Set # 1 A B C D slump (in) 5" Entrained Air Content 4.8% Concrete Temp: 660-F Date Sampled 4/11/06 4/11/06 4/11/06 4/11/06 Date Received .4/12/06 4/12/06 4/12/06 4/12/06 Date Tested 4/18/06 5/9/06 5/9/06 5/9/06 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in)•28.3 28.3 28.3 28.3 WgL of specimen (lbs) 24.2 24.2 24.3 24.4 - Total Load (Ibs) 81,705 148,585 153,095 157,675 COMPRESSIVE STRENGTH (psi) 2890 5260 5420 5580 Remarks. * Lightweight Respectfully submitted, ALLIED TESTING LABORATORIES, INC. Mr. Steve DeLisi, Barr and Barr Mr. Dana Cooper, The Ritchie Organizatio Copy:' Mr. Jeff Struble, Struble Engineering n Weber Engineering President Mr.Anthony Patillo, Building Inspector ALLIED TESTING LABORATORIES, INC. 1 1 S St George Road • Springfield,Massachusetts 01 104 Phone: (413) 736-1846 Fax(413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 213 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: Chiller - Addition Walls The Cooley Dickinson Hospital 05/10/06 REPORTED TO: Attention: Mr. Tim Singleton DATE: CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (lbs) Coarsd Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. M-185 M-186 M-187 M-188 Specimen No. A B C D slump (in) 4" Entrained Air Content (%) 5.1% Concrete Temp'. 7 0°F Date Sampled 4/12/06 4/12/06 4/12/06 4/12/06 Date Received 4/13/06 4/13/06 4/13/06 4/13/06 Date Tested 4/19/06 5/10/06 5/10/06 5/10/06 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in). 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 29.5 29.5 29.5 29.4 - Total Load (Ibs) 86,000 133,600 135,395 131,555 COMPRESSIVE STRENGTH (psi) 3040 4730 4790 4650 Remarks. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. Mr. Steve DeLisi, Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization Copy:' Mr. Jeff Struble, Struble Engineering By• Richard ellucci Weber Engineering President Anthony Patillo, Building Inspector ALLIED TESTING LABORATORIES, INC. 1 15 St. George Road . Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 �I ✓✓ Report No. 1 of Mortar Tests (Laboratory) Date: 05/11/06 Client: The Cooley Dickinson Hospital Project: Main Surgery Tower, Northampton, MA Subject: Masonry Inspection Reported to: The Cooley Dickinson Hospital Attention: Mr. Tim Singleton TEST: COMPRESSIVE STRENGTH OF MORTAR Lab No. 8229 Sample No. A Date Cast: 5/4/06 Date Tested: 5/11/06 Age of Test: (Days) 7 2x2x2 I.i JVAY F ��D l../ Size: (in.) N Area: (Sq. In.) 4.0 a. . 1_. iUigS Total Load: (lbs.) 7,200 COMPRESSIVE STRENGTH (PSI) 1800 Location: Building - Line A - Between 10 & 13 - 2nd Level Copy: Mr. Steve DeLisi, Barr and Barr Builders Respectfully submitted, Mr. Dana Cooper, The Ritchie Organization ALLIED TESTING LABORATORIES, INC. Mr. Jeff Struble, Struble Engineering Weber Engineering Anthony Patillo, Building Inspector By: Richard Bellucci President MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED TESTING LABORATORIES, IlINC. I I5 St.George Road • Springfield, Massachusetts 01 104 o��-4c Phone: (413) 736-1846 Fax: (413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS - ASTM C39 REPORT NO: 214 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: Cooling Towers Piers The Cooley Dickinson Hospital DATE: 05/22/06 REPORTED TO: Attention: Mr. Tim Singleton CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) y Nv 9 ni,, U, Coarse Aggregate (Ibs) Water (gals) - Admixture (oz) LABORATORY NO. M-346 M-347 M-348 M-349 Specimen No. A B C D Slump (in) 4" Entrained Air Content (%) 4.77 Concrete Temp. 65°F Date Sampled 4/24/06 4/24/06 4/24/06 4/24/06 Date Received 4/26/06 4/26/06 4/26/06 4/26/06 Date Tested 5/1/06 5/22/06 5/22/06 5/22/06 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 29.4 29.4 29.6 29.5 Total Load (lbs) 90,655 136,845 141,665 138,595 COMPRESSIVE STRENGTH (psi) 3210 4840 5010 4900 Remarks. Mr. Steve DeLisi, Barr and Barr Respectfully submitted, Mr. Dana Cooper, The Ritchie Organization ALLIED TESTING LABORATORIES , INC. Mr. Jeff Struble, Struble Engineering Q C6py:Weber Engineering G� Anthony Patillo, Building Inspector By: Richard Bellucci President 7-Nr ALLIED TESTING LABORATORIES INC. 115 St.George Road . Springfield,Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 --'- Report No. 34 of Structural Steel Inspection Date: 5111106 Client: The Cooley Dickinson Hospital Project: MAIN SURGERY TOWER Contractor: Barr and Barr Builders Sub Contractor: B.R.I. t A)/ 2 2 2 Co' Reported to: The Cooley Dickinson Hospital - Att: Mr. Tim Singleton -----� STRUCTURAL STEEL INSPECTION During today's site visit inspector met with the project superintendent who stated that a section of the First Floor Decking and the lintel along the outside of Building on A Line have been reworked. The lintel was cut and then spliced back together and a deck section removed and reinstalled with new framing. A sketch was given to inspector. See attached. All new field welds were visually acceptable and in accordance with Detail RFI 151 Section X. The lintel tube and angle were both rewelded all around. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. By: Richard Bellucci President Copy: Mr. Steve DeLisi, Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Inspector MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED TESTING LABORATORIES, INC. I I S St. George Road * Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (4 13) 736-1838 Report No. 2 of Mortar Tests (Laboratory) Date: 06/01/06 Client: The Cooley Dickinson Hospital Project: Main Surgery Tower, Northampton, MA Subject: Masonry Inspection C"53 Reported to: The Cooley Dickinson Hospital 1. Attention: Mr. Tim Singleton -'s TEST: COMPRESSIVE STRENGTH OF MORTAR Lab No. 8229 8230 8231 Sample No. A B C Date Cast: 5/4/06 5/4/06 5/4/06 Date Tested: 5/11/06 6/1/06 6/1/06 Age of Test: (Days) 7 28 28 Size: (in.) 2x2x2 2x2x2 2x2x2 Area: (Sq. In.) 4.0 4.0 4.0 Total Load: (lbs.) 7,200 7,300 8,000 COMPRESSIVE STRENGTH (PSI) 1800 1950 (:]:007) Location: Building _'.Bitween 10 & 13 2nd Level Copy: Mr. Steve DeLisi, Barr and Barr Builders Respectfully submitted, Mr. Dana Cooper, The Ritchie Organization ALLIED TESTING LABORATORIES, INC. Mr. Jeff Struble, Struble Engineering Weber Engineering Anthony Patillo, Building Inspector By: Richard Bellucci President MEMBER: A.S.T.M. / A.C.I. / A.W.S. A.S.N.T. / M.C.I.B. I.A.C.R.S. ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 a3 — Phone: (413) 736-1846 Fax: (413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 215 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: Chiller Additon, Slab on Grade The Cooley Dickinson Hospital REPORTED TO: Attention: Mr. Tim Singleton DATE: 06/12/06 - CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) si I i m Water (gals) "' ? f. Admixture (oz) J i i LABORATORY NO. N-91 — Specimen No. Set # 1 Slump (in) 4 '► Entrained Air Content C(%) .0� a....._.e._.._ ._ Concrete Temp. 70°F Date Sampled 6/5/06 Date Received 6/6/05 Date Tested 6/12/06 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28,3 Wgt. of Specimen (Ibs) 29.5 Total Load (Ibs) 93,000 COMPRESSIVE STRENGTH (psi) 3290 Remarks. Mr. Steve DeLisi, Barr and Barr Builders Respectfully submitted, Mr. Dana Cooper, The Ritchie Organization ALLIED TESTING LABORATORIES , INC. Mr. Jeff Struble, Struble Engineering Copy Weber Engineering Anthony Patillo, Building Inspector By: Richard Bellucci President ALLIED TESTING LABORATORIES, INC. 115 St.George Road • Springfield, Massachusetts 01 104 _)3-B_LRO Phone: (413) 736-1846 Fax: (413) 736-1838 P' CONCRETE FIELD REPORT NO. 50 DATE: 06/05/06 Client: The Cooley Dickinson Hospital Project: Main Surgery Tower - Contractor: Barr and Barr Builders Producer: Construction Service ,J,�;d Location of Concrete Placement: Chiller Addition, Slab on Grade, Misc. Slabs The Cooley Dickinson Hospital Reported to: - Attention: Mr. S Tim Singleton FABRICATION - ASTM C31 DATE CAST: 06/05/06 IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION A,B,C,D Set # 1 7:50 276 4000 " Chiller Addition, Slab on Grade A,B,C,D Set # 2 10:00 277 *4000 7" Miscellaneous Slabs * Lightweight SLUMP TESTS — ASTM C143 AIR CONTENT TESTS — ASTM C173 or C231 Time Truck Time Truck No. Air Content (7) 7:50 276 7:50 276 5.07 10:00 277 7" 10:00 277 5.57 AMBIENT TEMPERATURE CONCRETE TEMPERATURE — ASTM C1064 Time Temperature Time Truck No. Temperature 7:50 61°F 7:50 276 70°F 10:00 63°F 10:00 277 70°F Weather: Cloudy Temp. : 60's No. Yds. : 32 — 4000 4 — 4000 Lightweight Respectfully submitted, ALLIED TESTING LABORATORIES, INC. Copy: Mr. Steve DeLisi Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization By: Richard Bellucci Mr. Jeff Struble, Struble Engineering President Weber Engineering Anthony Patillo, Building Inspector MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED TESTING LABORATORIES, INC. 1 15 St.George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 216 CLIENT. The Cooley Dickinson Hospital - PROJECT: Main Surgery Tower / LOCATION OF CONCRETE PLACEMENT: Miscellaneous Sla s The Cooley Dickinson Hospital- "`_ DATE: 06/12/06 REPORTED TO: Attention: Mr. Ti CONCRETE CLASS *4000 Mixture Weights per cubic yard 1 _,_-. Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. N-95 Specimen No. Set # 2 Slump (in) 7" Entrained Air Content (%) 5; y Concrete Temp. 70°F Date Sampled 6/5/06 Date Received 6/6/06 Date Tested 6/12/06 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 24.0 Total Load (Ibs) 79,840 COMPRESSIVE STRENGTH (psi) 2820 Remarks. * Lightweight Respectfully submitted, Mr. Steve DeLisi, Barr and Barr Builders ALLIED TESTING LABORATORIES , INC. Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Copy: Weber Engineering 4�z Anthony Patillo, Building Inspector By: Richard Bellucci President ALLIED TESTING LABORATORIES, INC. 115 St.George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 218 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: Miscellaneous Slabs REPORTED TO: The Cooley Dickinson Hospital DATE: 07/05/06 Attention: Mr. Tim Singleton CONCRETE CLASS *4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. N-95 N-96 N-97 N-98 Specimen No. Set # 2 A B C D Slump (in) 7" Entrained Air Content N 5.5% Concrete Temp. 70°F Date Sampled 6/5/06 6/5/06 6/5/06 6/5/06 Date Received 6/6/06 6/6/06 6/6/06 6/6/06 Date Tested 6/12/06 7/5/06 7/5/06 7/5/06 Age at Test (days) 7 30 30 30 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 24.0 24.0 24.1 24.2 Total Load (Ibs) 79,840 141,885 142,925 156,080 COMPRESSIVE STRENGTH (psi) 2820 5020 5060 5520 Remarks. * Lightweight Mr. Steve DeLisi, Barr and Barr Builders Respectfully submitted, ALLIED TESTING LABORATORIES , INC. Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Copy Weber Engineering Anthony Patillo, Building Inspector By: Richard Bellucci President ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 0► 104 Phone: (413) 736-1846 Fax: (413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS—ASTM C39 REPORT NO: 217 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: Chiller Addition, Slab on Grade The Cooley Dickinson Hospital DATE: 07/05/06 REPORTED TO: Attention: Mr. Tim Singleton CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) 200 .�' Coarse Aggregate (Ibs) , Water (gals) Admixture (oz) LABORATORY NO. N-91 N-92 N-93 N-94 Specimen No. Set # 1 A B C D Slump (in) 4j" Entrained Air Content W 5.07 Concrete Temp. 70°F Date Sampled 6/5/06 6/5/06 6/5/06 6/5/06 Date Received 6/6/05 6/6/06 6/6/06 6/6/06 Date Tested 6/12/06 7/5/06 7/5/06 7/5/06 Age at Test (days) 7 30 30 30 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 29.5 29.3 29.4 29.2 Total Load (Ibs) 93,000 135,730 139,970 124,710 COMPRESSIVE STRENGTH (psi) 3290 4800 4950 4410 Remarks. Respectfully submitted, Mr. Steve DeLisi, Barr and Barr Builders ALLIED TESTING LABORATORIES , INC. Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Copy: Weber Engineering Anthony Patillo, Building Inspector By: Richard Bellucci President ALLIED TESTING LABORATORIES, INC. 1 15 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 Page Two Report No. 4 of Spray-On Fireproofing Inspection Date: 818106 Client: The Cooley Dickinson Hospital Project: MAIN SURGERY TOWER Contractor: Barr and Barr Builders Sub Contractor: East Coast Fireproofing Reported to: The Cooley Dickinson Hospital - Att: Mr. Tim Singleton SPRAY-ON FIREPROOFING INSPECTION I. THICKNESS TESTS - ASTM E605 Test Minimum Maximum Average Required No. Location Thickness Thickness Thickness Thickness 1 First Floor 12x26 Beam between 1 & 2 Lines 1 318 1 718 1 518 1 318 2 Third Floor 12x19 Beam 11.3 Line 1 114 1 314 1 1/2 1 1/4 3 Fourth Floor 18x35 Beam 7 Line 1 118 1 314 1 1/2 1 1/8 Respectfully submitted, ALLIED TESTING ABORA TORIES, INC. By: Richard Bellucci President Copy: Mr. Steve DeLisi, Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Inspector MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED TESTING LABORATORIES, INC. 1 15 St.George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (4 13) 736-1838 (P Report No. 4 of Spray-On Fireproofing Inspection Date: 818106 Client: The Cooley Dickinson Hospital Project: MAIN SURGERY TOWER Contractor: Barr and Barr Builders Sub Contractor: East Coast Fireproofing Reported to: The Cooley Dickinson Hospital - Attention: Mr. Tim Singleton SPRAY-ON FIREPROOFING INSPECTION During today's site visit inspector met with the project superintendent who indicated that random thickness checks and a visual overall inspection of the sprayed on fireproofing be completed. Spray-on fireproofing appeared completed throughout all levels. Random thickness was taken. See attached. The only remaining areas not sprayed are elevator shafts and stairway #1122. 11 L0016 Respectfully submitted, ALLIED TESTING LABORATORIES, INC. By: Richard Bellucci President Copy: Mr. Steve DeLisi, Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Inspector MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. CNRISTQPNER PURINT-ON, CWI 21 Roseland Terrace Fax& Ph. (413)5874323 Longmeadow, MA 09106 Cell: ULTRASONIC TEST REPORT Date: /.l--p,; Client: 1�11,a ;�jrh" Transducer: �Qd_ 2,25 Ayyz Project: � -.Ar-krns&A lbri�4c/ Ultrasonic Unit: XC3-USnlsa4. Address: At fir., /-y4 Test Method Standard: .4W DJ,/ Fabricator: Clyw Acceptance Standard: AuIgPt,/ Description of Joint: / Material: A.7I- J 4492- GOIt�► Sp�icti �- eci s e ect Distance = Weld Identification: �° c J = J a Q A B C D C'o�e•�+ s rem rr x6s >e 70 �z•x o z '3 ro a s 2 Am t mat � X l i X � X D X i? z D J x Remarks: /�1� 1cR��S W�rrt ylSaat / JK�ea?'�ef a+�+f' a.ece ' , r^ 710 7 7";f Level II Technician I v r _--7j. ALLIED TESTING LABORATORIES, INC. 115 St,George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 d 3� Report No. 5 of NON-DESTRUCTIVE TESTS DATE: 1111105 Client: The Cooley Dickinson Hospital Project: MAIN SURGERY TOWER Reported to: The Cooley Dickinson Hospital - att: Mr. Tim Singleton NON-DESTRUCTIVE TESTS Inspector on site this date for Ultrasonic Testing as requested. See attached worksheet for test results. NOV 0 2C5 i' Respectfully submitted,,,-----,--- ALLIED TESTING LABORATORIES, INC. t/ 4�" By: Chester V. Dawicki Director of Testing Services Copy: Mr. Steve DeLisi, Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Commissioner MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. CHR1ST0.P_TIER PURINTQN, CWI 21 Roseland Y _rrac.Q Fax&fah. (413)667-4323 Longmeadow, MA 01106 Cell-, ULTRASONIC TEST REPORT Date: Client: Via 7- �ftj Transducer: 70°-2,25-Mtn Project: �/(r.� et rirch f�sP,f Ultrasonic Unit: 0-usA(nL- Address: Test Method Standard: AwSDt,l Fabricator: ,,, Acceptance Standard: th✓SDI,I Description of Joint: Material: gSTi7 ,A14M oci s e ec Distance �yy�y�il a .A M o u d o CL LL Weld ldentificstio 23 A B C D � x 70 �Z•3 s8 G 8 Al,S x 70 13 YZ-5 57 8 x B G K Cho $ /0 /l G W'V S 7 ii i Remarks: kiGUf iA?+$ V9.4 Level 11 Technician' ALLIED TESTING LABORATORIES, INC. 115 St.George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax:(413) 736-1838 K D Report No. 6 of NON-DESTRUCTIVE TESTS DATE: 1117105 (!� Client: The Cooley Dickinson Hospital Project: MAIN SURGERY TOWER Reported to: The Cooley Dickinson Hospital - Att: Mr. Tim Singleton NON-DESTRUCTIVE TESTS Inspector on site this date for Ultrasonic Testing as requested. See attached worksheet for test results. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. 6aM• 4'J' By: Chester V. Dawicki Director of Testing Services Copy: Mr. Steve DeLisi, Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Commissioner MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED TESTING LABORATORIES, INC. 115 St.George Road • Springfield, Massachusetts 01 104 1`�U• Phone: (413) 736-1846 Fax: (413) 736-1838 Report No. 13 of Structural Steel Inspection Date: 1118105 Client: The Cooley Dickinson Hospital Project: MAIN SURGERY TOWER Gen. Contractor: Barr and Barr Builders Sub Contractor: B.R.I. Reported to: The Cooley Dickinson Hospital - Att: Mr. Tim Singleton STRUCTURAL STEEL INSPECTION During today's site visit inspector reviewed the incomplete items from the last visit for the Third Floor from A to E, 6 to 12. The only item on the imcomplete list given to both the project super and erector foreman that is now complete is the shear studs. All of the failed studs were replaced and passed a hammer test. An iron worker has begun securing sidelaps on the Decking button puching every 12" on center. Further inspection of the incompleted items in this area and the start of on going locations. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. d,i,- a'a By: Chester V. Dawicki Director of Testing Services Copy: Mr. Steve Delisi, Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Inspector MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED TESTING LABORATORIES, INC. 115 St George Road • Springfield,Massachusetts 01 104 r Phone: (413) 736-1846 Fax: (413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPEC I9Vi1yS =A TM 09 REPORT NO: 131 NOV 1 6 4U✓ CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower s � LOCATION OF CONCRETE PLACEMENT: Slab—Lines Between 11 & 12 B- & - The Cooley Dickinson Hospital REPORTED TO: Att: Mr. Tim Singleton DATE: 11/11/05 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. K-568 Specimen No. Set # 1 A Slump (in) 5P Entrained Air Content (%) 5, Concrete Temp. 70 C F Date Sampled 11/4/05 Date Received 11/7/05 Date Tested 11/11/05 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 24.0 Total Load (Ibs) 88,945 COMPRESSIVE STRENGTH (psi) 3150 Remarks. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. Copy: Mr. Steve DeLisi, Barr and Barr Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering By: Chester V. Dawicki Mr. Anthony Patillo, Building Inspector, Northampton WPher FneineerinQ T4r ALLIED TESTING LABORATORIES, INC. 1 1 5 St.George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax:(413) 736-1838 i COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 132 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: lab-Llnes etween 10 & 11, A & C The Cooley Dickinson H DATE: 11/11/05 REPORTED TO: Att: Mr Tim Singleton CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. K-564 Specimen No. Set # 2 Slump (in) C 5" Entrained Air Content 5.27 Concrete Temp. 71°F Date Sampled 11/4/05 Date Received 11/7/05 Date Tested 11/11/05 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 24.0 Total Load (Ibs) 91,105 COMPRESSIVE STRENGTH (psi) 3220 Remarks. Respectfully submitted, ALLIED TESTING :? ORATORIES, INC. Copy: Mr. Steve DeLisi, Barr and Barr Mr. Dana Cooper, The Ritchie Organization By: Chester V. Dawicki Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillb, Building Inspector, Northampton Weber Engineering ALLIED TESTING LABORATORIES, INC. 115 St.George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax:(413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 133 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower �- LOCATION OF CONCRETE PLACEMENT Slab-Llnes-B tween 9 & 10, A& C REPORTED TO: The Cooley Dickinson Hospital DATE: Att•' Mr. Tim Singleton 11/11/05 CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. K-560 Specimen No. Set # 3 Slump (i 5i" Entrained Air Content 5.7% Concrete Temp. 72°F Date Sampled 11/4/05 Date Received 11/7/05 Date Tested 11/11/05 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 24.0 Total Load (Ibs) 85,595 COMPRESSIVE STRENGTH (psi) 3030 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. NUm Copy: Mr. Steve DeLisi, Barr and Barr v' � Mr. Dana Cooper, The Ritchie Organization By: Chester V. Dawicki Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Buioding Inspector, Northampton Weber Engineering ALLIED TESTING LABORATORIES, INC. 1 1 S St.George Road • Springfield,Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 �(,f COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS— ASTM C39 REPORT NO: 134 CLIENT: The Cooley Dickinson Hosuital- PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT Slab—Lines etween 8 & 9, C & D The Cooley Dickinson Hospital DATE: REPORTED TO: Att Mr. Tim Singl 1 1 11 1 /ns CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. K— Specimen No. Set # 4 A Slump (in) 5" Entrained Air Content (%) % Concrete Temp. 71°F Date Sampled 11/4/05 Date Received 11/7/05 Date Tested 11/11/05 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 24.0 Total Load (Ibs) 85,690 COMPRESSIVE STRENGTH (Psi) 3030 Remarks. Respectfully submitted, ALLIED TESTING BORATORIES, INC. PY• Co Mr. Steve DeLisi, Barr and Barr 1,4A v" ��' Mr. DAna Cooper, The Ritchie Organization By: Chester V. Dawicki Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Inspector, Northampton Weber Engineering c25 e' �46 ALLIED TESTING LABORATORIES, INC. 115 St George Road . Springfield,Massachusetts 01 104 Phone: (413) 736-1846 Fax(413) 736-1838 CONCRETE FIELD REPORT NO. 34 DATE: 11/14/05 Client: The Cooley Dickinson Hospital Project: Main Surgery Tower Contractor: Barr and Barr Builders Producer: Construction Service NOV Location of Concrete Placement: Slab, 2nd Level The Cooley Dickinson Hospital -°- Reported to: Att: Mr. Tim Singleton y � P CYLINDER FABRICATION - ASTM C31 DATE CAST: 11/14/05 IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION A,B,C,D Set # 1 8:30 266 *4000 5}" 2nd Level-Btw.-11 &_ 12- B & C- A,B,C,D Set # 2 9:30 287 *4000 5" 2nd Level-Btw.-10 & 11- C & D A,B,C,D Set # 3 10:30 266 *4000 5}" 2nd Level-Btw.-8 & 9 - A & B *Lightweight SLUMP TESTS - ASTM C143 AIR CONTENT TESTS - ASTM .C173 or C231 Time Truck Slump Time Truck No. Air Content (X) 8:30 266 5P 8:30 266 3.57 9:30 287 5" 9:30 287 3.97 10:30 266 5}" 10:30 266 4.57 AMBIENT TEMPERATURE CONCRETE TEMPERATURE - ASTM C1064 Time Temperature Time Truck No. Temperature 8:30 50°F 8:30 266 68°F 9:30 50°F 9:30 287 66°F 10:30 60°F 10:30 266 65°F REINFORCING INSPECTION Reinforcing incorporated in today's concrete placement was found to be satisfactory for size, quantity, cleanliness, properly supported, adequately tied and spaced as required. Wire Mesh in Place. Weather: Clear Temp: 60's Respectfully submitted, No. Yds. : 150 ALLIED TESTING L RATORIES, INC. Copy: Mr. Steve DeLisi, Barr and Barr d,,7 v' Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering By: Chester V. Dawicki Weber Engineering Director of Testing Services Mr. Anthony Patillo, Building Inspector MEMBER: A.S.T.M. / A.Cj. / AW.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED TESTING LABORATORIES, INC. 1 1 S St.George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS -ASTM C39 REPORT NO: 1050 -1 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower, Norhtampton, MA LOCATION OF CONCRETE PLACEMENT: Sidewalks by Bike Rack and Main Entrance Respectfully submitted, Remarks: ALLIED TESTING LABORATORIES, INC. By: Richard Bellucci President Copy Mr. Steve DeLisi, Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Weber Engineering Anthony Patillo, Building Inspector MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. g ALLIED TESTING LABORATORIES, INC. 115 St George Road • Springfield,Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS -ASTM C39 REPORT NO: 1050-1 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower, Norhtampton, MA LOCATION OF CONCRETE PLACEMENT: Sidewalks by Bike Rack and Main Entrance Date: 11/24/2006 REPORTED TO: The Cooley Dickinson Hospital Attention: Mr Tim Singleton --- Concrete Class 4000 Mixture Weights per cubic yard. Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (Oz) LABORATORY NO. P-814 A Specimen No. Set#2 5" Slump ASTM C143 (in) Air Content ASTM C173 or C231 N 5.3% Concrete Temp. ASTM C1064 11/16/2006 Date Sampled Date Received 11/24/2006 Date Tested Age at Test (days) 8 (in) 6 x 12 Dimensions 28.3 Area (sq in) (Ibs) 28.5 Wgt. of Specimen (Ibs) 82,400 Total Load COMPRESSIVE STRENGTH (psi) 2910 MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED TESTING LABORATORIES, INC. 1 1 S St George Road • Springfield,Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS -ASTM C39 REPORT NO: 1049 -1 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower, Norhtampton, MA LOCATION OF CONCRETE PLACEMENT: Sidewalks by Bike Rack and Main Entrance Respectfully submitted, Remarks: ALLIED TESTING LABORATORIES,INC. kj-w�416� By: Richard Bellucci President Copy Mr. Steve DeLisi, Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Weber Engineering Anthony Patillo, Building Inspector MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. O`D U `1"to ALLIED TESTING LABORATORIES, INC. 115 St.George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS-ASTM C39 REPORT NO: 1049 - 1 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower, Norhtampton, MA LOCATION OF CONCRETE PLACEMENT: Sidewalks by Bike Rack and Main Entrance REPORTED TO: The Cooley Dickinson Hospital Date: 11/24/2006 Attention: Mr Tim Singleton Concrete Class 4000 Mixture Weights per cubic yard Cement (Ibs) -- Fine Aggregate (Ibs) _ Coarse Aggregate (Ibs) NOV 3 0u Water (gals) Admixture (Oz) LABORATORY NO. P-810 A Specimen No. Set#1 5" Slump ASTM C143 (in) 4. Air Content ASTM C173 or C231 (%) 5.5% 74°F Concrete Temp. ASTM C1064 11/16/2006 Date Sampled 11/17/2006 Date Received 11/24/2006 Date Tested Age at Test (days) 8 Dimensions (in) 6 x 12 (sq in) 28.3 Area (Ibs) 28.7 Wgt. of Specimen (Ibs) 95,545 Total Load COMPRESSIVE STRENGTH (psi) 3380 MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED TESTING LABORATORIES, INC. 115 St.George Road o Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS -ASTM C39 REPORT NO: 1050 -2 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower, Norhtampton, MA LOCATION OF CONCRETE PLACEMENT: Sidewalks by Bike Rack and Main Entrance Remarks: Respectfully submitted, ALLIED TESTING LABORATORIES, INC. By: Richard Bellucci President Copy Mr. Steve DeLisi, Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Weber Engineering Anthony Patillo, Building Inspector MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. j ALLIED TESTING LABORATORIES, INC. 115 St.George Road • Springfield, Massachusetts 01 104 093 B—q(p Phone: (413) 736-1846 Fax: (413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS -ASTM C39 REPORT NO: 1050 -2 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower, Norhtampton, MA LOCATION OF CONCRETE PLACEMENT: Sidewalks by Bike Rack and Main Entra e REPORTED TO: The Cooley Dickinson Hospital Date: 12/14/2006 Attention: Mr Tim Singleton Concrete Class 4000 4000 4000 4000 Mixture Weights per cubic yard Cement (lbs) Fine Aggregate (lbs) Coarse Aggregate (lbs) Water (gals) Admixture (oz) LABORATORY NO. P-814 P-815 P-816 P-817 C D Specimen No. Set#2 A g 5„ 5" Slump ASTM C143 (in) 5„ 5.. 5.3% ° Air Content ASTM C173 or C231 N 5.3% 5.3% 5.3 5.3% 5.3 Concrete Temp. ASTM C1064 75°F 75°F 75'F 75'F Date Sampled 11/16/2006 11/16/2006 11/16/2006 11/16/2006 Date Received 11/17/2006 11/17/2006 11/17/2006 11/17/2006 Date Tested 11/2412006 12/14/2006 12/14/2006 12/14/2006 Age at Test (days) 8 28 28 28 Dimensions (in) 6 x 12 6 x 12 6 x 12 6 x 12 (sq in) 28.3 28.3 28.3 28.3 Area Wgt. of Specimen (lbs) 28.5 28.7 28.6 28.5 Total Load (lbs) 82,400 115,890 114,410 113,660 COMPRESSIVE STRENGTH (psi) 2910 4100 4050 4020 MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED TESTING LABORATORIES, INC. 1 15 St.George Road o Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS -ASTM C39 REPORT NO: 1049 -2 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower, Norhtampton, MA LOCATION OF CONCRETE PLACEMENT: Sidewalks by Bike Rack and Main Entrance Remarks: Respectfully submitted, ALLIED TESTING LABORATORIES, INC. By: Richard Bellucci President Copy Mr. Steve DeLisi, Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Weber Engineering Anthony Patillo, Building Inspector MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. i 1 ALLIED TESTING LABORATORIES, INC. 115 St.George Road o Springfield, Massachusetts 01 104 A u—41( 0 Phone: (413) 736-1846 Fax: (413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL.CONCRETE SPECIMENS -ASTM C39 REPORT NO: 1049 -2 CLIENT: The Cooley Dickinson Hospital `- PROJECT: Main Surgery Tower, Norhtampton, MA _. LOCATION OF CONCRETE PLACEMENT: Sidewalks by Bike Rack'ani-Main Entrance.,' REPORTED TO: The Cooley Dickinson Hospital Date: 12/14/2006 Attention: Mr Tim Singleton Concrete Class 4000 4000 4000 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. P-810 P-811 P-812 P-813 Specimen No. Set#1 A B C D Slump ASTM C143 (in) 4.5" 4.5" 4.5. 4.5" Air Content ASTM C173 or C231 (%) 5.5% 5.5% 5.5% 5.5% Concrete Temp. ASTM C1064 74°F 74°F 74°F 74°F Date Sampled 11/16/2006 11/16/2006 11/16/2006 11/16/2006 Date Received 11/17/2006 11/17/2006 11/17/2006 11/17/2006 Date Tested 11/24/2006 12/14/2006 12/14/2006 12/14/2006 Age at Test (days) 8 28 28 28 Dimensions (in) 6 x 12 6 x 12 6 x 12 6 x 12 Area (sq in) 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 28.7 28.7 28.7 28.8 Total Load (lbs) 95,545 128,235 127,745 132,190 COMPRESSIVE STRENGTH (psi) 3380 4540 4520 4680 MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. HE ISTOPHER P tRin ION CWl 21 Roseland Terrace_ Fax& Ph. (413) 567-4323 Longmeadow, MA 01106 Cell: $d0 - ULTRASONIC TEST REPORT Date: j- 2y-0'6 Client: NIV421 Transducer: 7011- 2.,2.r 1ih+X Project: Ultrasonic Unit: Az -uvN$U- Address: /I/rAd— Test Method Standard: J>4 Fabricator: Acceptance Standard; AWS 1il,1 Description of Jgfnt: 7ie, 6ul� ? Material:,"7-h "2- dyNg, -t7�w+:s c a s elect Distance Gdl w ,S�pjiCtt Q ,�� Vy ii R1 C V d @ d 6f U y 1jf 3 .X". Weld Identification: to o w 5 > A S c _o B d-& �-/a a= x 2 Apt PC c 3 N S a� x G 5" F1- x � 6 Remarks: W*'-- brlsva in A-V-d &cnalesf �rrvr 7{ /M7 11 '{ lhiS 44%0 71iat> ct r o►.eas�►7 t �y 1�►e ao A , Level II " Technicianr ^M�i�, if ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield,Massachusetts 01 104 Phone: (413) 736-1846 Fax: (4 13) 736-1838 Report No. 15 of NON-DESTRUCTIVE TESTS Date: 1124106 Client: The Cooley Dickinson Hospital Project: MAIN SURGERY TOWER Contractor: Barr and Barr Builders Reported to: The Cooley Dickinson Hospital - Att: Mr. Tim Singleton NON-DESTRUCTIVE TESTS Inspector on site this date for Ultrasonic Testing as requested. See attached worksheet for test results. Respectfully submitted, ALLIED TESTI G BORATORIES, INC. 4 By: Richard Bellucci President Copy: Mr. Steve DeLisi, Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Commissioner MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED TESTING LABORATORIES, INC. 1 1 S St George Road • Springfield,Massachusetts 01104 Phone:(413) 736-1846 Fa>c(413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS—ASTM C39 REPORT NO: 158 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: 4th Floor SOD Lines 6.5 — 12 The Cooley Dickinson Hospital DATE: 1/25/06 REPORTED TO: CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (OZ) LABORATORY NO. L-78 L-79 L-80 L-81 Specimen No. Set # 2 A B C D Slump (in) 7" , Entrained Air Content {96) 4.47 60°F Concrete Temp: Date Sampled 12/28/05 12/28/05 12/28/05 12/28/05 Date Received 12/29/05 12/29/05 12/29/05 12/29/05 Date Tested 1/4/06 1/25/06 1/25/06 1/25/06 (days) 7 28 28 28 Age at Test (in) 6x12 6x12 6x12 6x12 Dimensions (sq in). 28.3 28.3 28.3 28.3 Area 24.6 Wgt.of Specimen (Ibs) 24.5 24.5 24.4 Total Load (Ibs) 87,710 174,200 171,910 176,585 COMPRESSIVE STRENGTH (psi) 3100 6160 6080 6250 Respectfully submitted, Remarks. ALLIED TESTING LABORATORIES, INC. Mr. Steve DeLisi, Barr and Barr Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering By-4Richard Aellucci COPY:' OPY Mr. Anthony Patillo, Building Inspector President Weber Engineering ALLIED TESTING LABORATORIES, INC. 115 St George Road • Springfield,Massachusetts 01104 Phone:(413) 736-1846 Fax:(413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS ASTM-C39 REPORT NO: 157 CLIENT: The Cooley Dickinson Hospital ' PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: 4th Floor, SOD Lines 6.5 - 12 REPORTED TO: The Cooley Dickinson Hospital DATE: 1/25/06 Att: Mr. Tim Singleton CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. L-74 L-75 L-76 L-77 Specimen No. Set # 1 A B C D Slump (in) 7j" Entrained Air Content (%) 4.77 Concrete Temp: 61°F Date Sampled 12/28/05 12/28/05 12/28/05 12/28/05 Date Received 12/2/9/05 12/29/05 12/29/05 12/29/05 Date Tested 1/4/06 1/25/06 1/25/06 1/25/06 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12 6x12 6x12 Area (sq in). 28.3 28.3 28.3 28.3 Wgt.of Specimen (Ibs) 24.5 24.5 24.4 24.5 Total Load (Ibs) 77,640 173,805 170,150 174,945 COMPRESSIVE STRENGTH (psi) 2750 6150 6020 6190 Remarks. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. Weber Engineering Mr Anthony Patillo, Building Inspector Copy: Mr. Steve DeLisi, Barr and Barr ABy: R Mr. Dana Cooper, The Ritchie Orhanization President Mr. Jeff Struble, Struble Engineering ALLIED TESTING LABORATORIES, INC. 1 1 S St.George Road . Springfield,Massachusetts 01 104 Phone: (413) 736-1846 Fax: (4 13) 736-1838 [� Report No. 28 of Structural Steel Inspection Date: 1124106 Client: The Cooley Dickinson Hospital �I �; 3 u ry Project: MAIN SURGERY TOWER Gen. Contractor: Barr and Barr Builders Sub Contractor: B.R.I. , Reported to; The Cooley Dickinson Hospital - Att: Mr. Tim Singleton STRUCTURAL STEEL INSPECTION During today's site visit, inspector worked with steel inspector here to test by Ultrasound full penetration welds. Had a copy of the field fix for a column splice previously rejected visually by this inspector for misalignment Column D16 North Flange. The problem with this sketch for repair is that it is for a connection_ that is not yet welded. This splice was and will require the backer bar to be removed first, causing additional heat transfer into the full penetration weld. Therefore, it still would not be able to be U.T. tested at this time. Called the Structural Engineer of Record and explained the sketch he approved is not what is in the field. He said to go ahead and U.T. that weld and, if it passed U.T. inspection,to leave the backer bar attached and it would be o.k. as is. it was tested and found to be o.k. Also found one untested full penetration weld column flange and that was o.k. Column C15 East Flange. That completes all column splices. Also completed today were all the overheads for the Third Floor Framing from A to E, 1 to 8. All acceptable. There were still several loose bolts for that floor which were shown to the ironworker foreman who tightened before departure. Further inspection to follow. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. By Richard Bellucci President Copy: Mr. Steve DeLisi, Barr and Barr Builders Mr. Dana Cooper, The Ritchie Organization Mr. Jeff STruble, Struble Engineering Mr. Anthony Patillo, Building Inspector MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ALLIED TESTING LABORATORIES, INC. 115 St George Road • Springfield,Massachusetts 01 104 Phone:(413) 736-1846 Fax:(413) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS —ASTM C39 REPORT NO: 159 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: 4th Floor SOD Lines 6.5 - 12 Tne Cooley Dickinson Hospital DATE: 1/25/06 REPORTED TO: Att: Mr. Tim Singleton CONCRETE CLASS 4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (OZ) LABORATORY NO. L-82 L-83 L-84 L-85 Specimen No. Set # 3 A B C D Slump (in) 6 3/4" Entrained Air Content (96) 4.47 Concrete Temp: 63°F Date Sampled 12/28/05 12/28/05 12/28/05 12/28/05 Date Received 12/29/05 12/29/05 12/29/05 12/29/05 Date Tested 1/4/06 1/25/06 1/25/06 1/25/06 Age at Test (days) 7 28 28 28 Dimensions (in) 6x12 6x12. 6x12 6x12 Area (sq in). 28.3 28.3 28.3 28.3 Wgt. of Specimen (Ibs) 24.5 24.5 24.4 24.5 Total Load (Ibs) 85,750 172,645 171,015 173,845 COMPRESSIVE STRENGTH (psi) 3030 6110 6050 6150 Remarks. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. Mr. Steve DeLisi, Barr and Barr ' Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering /By,: Richard COPY: ' opy Mr. Anthony Patillo, Struble Engineering president Weber Engineering ALLIED TESTING LABORATORIES, INC. 1 15 St.George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (4 13) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 164 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT:,Slab on Deck - /lst Floor 1 - 6.5 The Cooley Dickinson"Hogpifal DATE: REPORTED TO: Attention: Mr. Time Singleton 1/27/06 CONCRETE CLASS *4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. L-403 Specimen No. Set # 5 �Slump Entrained Air Content % Concrete Temp. 60°F Date Sampled 1/20/06 Date Received 1/23/06 Date Tested 1/27/06 Age at Test (days) 7 Dimensions ('n) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 24.2 Total Load (Ibs) 75,250 COMPRESSIVE STRENGTH (psi) 2660 Remarks. * Lightweight Respectfully submitted, Mr. Steve DeLisi, Barr and Barr ALLIED TESTING LABORATORIES , INC. Mr. Dava Cooper, The Ritchie Organization Copy: Mr. Jeff Struble, Struble Engineering WEber Engineering By: Richard Bellucci President ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (4 13) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS - ASTM C39 REPORT NO: 163 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: �:' Slab on Deck L 1st Floor 1 — 6.5 REPORTED TO: The Cooley Dickinson Hospital' os ital --- - DATE: 1/27/06 Attention: Mr. Tim Singleton CONCRETE CLASS *4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. L-399 Specimen No. Set # 4 Slump ("in) 7" Entrained Air Content �(2/4--`4 67. Concrete Temp. 63°F Date Sampled 1/20/06 Date Received 1/23/06 Date Tested 1/27/06 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 24.5 Total Load (Ibs) 77,155 COMPRESSIVE STRENGTH (psi) 2730 Remarks* Lightweight Respectfully submitted, ALLIED TESTING LABORATORIES , INC. Mr. Steve DeLisi, Barr and Barr ��`6, _ Copy: Mr. Dana Cooper, The Ritchie Organization %�"' Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Inspector By: Richard Bellucci Weber Engineering President ALLIED TESTING LABORATORIES, INC. 1 15 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (4 13) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 162 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: Slab on Deck- 1st Floor 1 - 6.5 The Cooley Dickinson Hospital ..........,. DATE: 1/27/06 REPORTED TO: Attention: Mr. Tim Sinl eton CONCRETE CLASS *4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. L-395 Specimen No. Set # 3 i Slump (in) s` 8" Entrained Air Content (%) k,3� Concrete Temp. 64°F Date Sampled 1/20/06 Date Received 1/23/06 Date Tested 1/27/06 Age at Test (days) 7 Dimensions ('n) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 23.8 Total Load (Ibs) 78,010 COMPRESSIVE STRENGTH (psi) 2760 Remarks. * Lightweight Respectfully submitted, ALLIED TESTING LABORATORIES , INC. Mr. Steve DeLisi, Barr and Barr e. Copy: Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Buiding Inspector By: Richard Bellucci Weber Engineering President ALLIED TESTING LABORATORIES, INC. 1 15 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (4 13) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 161 CLIENT: The Cooley Dickinson Hospital. PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: Slab on Deck - ,1st Floor 1 -6.5 The Colley Dickinson Hospital DATE: REPORTED TO: Attention• Mr. Tim Singleton 1/27/06 CONCRETE CLASS *4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) Water (gals) Admixture (oz) LABORATORY NO. L-391 Specimen No. Set # 2 Slum �i p n) 811 Entrained Air Contend 4.4% Concrete Temp. 59°F Date Sampled 1/20/06 Date Received 1/23/06 Date Tested 1/27/06 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs► 23.8 Total Load (Ibs) 81,000 COMPRESSIVE STRENGTH (psi) 2870 Remarks.*Lightweight Respectfully submitted, Mr. Steve DeLisi, Barr and Barr ALLIED TESTING LABORATORIES , INC. Mr. Dana Cooper, The Ritchie Organization Copy Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Inspector By: Richard Bellucci Weber Engineering President (,7 ALLIED TESTING LABORATORIES, INC. I I S St. George Road e Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (4 13) 736-1838 COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39 REPORT NO: 160 CLIENT: The Cooley Dickinson Hospital PROJECT: Main Surgery Tower LOCATION OF CONCRETE PLACEMENT: Slab on Deck 1st Floor 1 — 6.5 The Cooley Dickinson Hospital: REPORTED TO: Attention: Mr. Tim Singleton DATE: 1/27/06 CONCRETE CLASS *4000 Mixture Weights per cubic yard Cement (Ibs) Fine Aggregate (Ibs) Coarse Aggregate (Ibs) nryn,r L,jUU Water (gals) Admixture (oz) LABORATORY NO. L-387 Specimen No. Set # 1 A Slump (in) 71" Entrained Air Content (%) 4.2% Concrete Temp. 60°F Date Sampled 1/20/06 Date Received 1/23/06 Date Tested 1/27/06 Age at Test (days) 7 Dimensions (in) 6x12 Area (sq in) 28.3 Wgt. of Specimen (Ibs) 23.8 Total Load (Ibs) 80,130 COMPRESSIVE STRENGTH (psi) 2830 Remarks. * Lightweight Respectfully submitted, Mr. Steve DeLisi, Barr and Barr ALLIED TESTING LABORATORIES , INC. Mr. Dana Cooper, The Ritchie Organization Copy: Mr. Jeff Struble, Struble Engineering llrle� Mr. Anthony Patillo, Building Inspector By: Richard Bellucci Weber Engineering President Tir ALLIED TESTING LABORATORIES, INC. 115 St. George Road • Springfield, Massachusetts 01 104 Phone: (413) 736-1846 Fax: (413) 736-1838 CONCRETE FIELD REPORT NO. 40 DATE: 1130106 Client: The Cooley Dickinson Hospital Project: MAIN SURGERY TOWER Contractor: Barr and Barr Builders Producer: Construction Service Location of Concrete Placement: See Below Reported to: The Cooley Dickinson Hospital - Att: Mr. Tim Singleton Inspector arrived on site for scheduled 7:00 concrete placement. Advised placement cancelled. Respectfully submitted, ALLIED TESTING LABORATORIES, INC. By: Richard Bellucci President Copy: Mr. Steve Delisi, Barr and Barr Mr. Dana Cooper, The Ritchie Organization Mr. Jeff Struble, Struble Engineering Mr. Anthony Patillo, Building Inspector Weber Engineering MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S.