zilongwang/ReadingBank huggingface dataset:
Progress updates to Strategic PEEEG provide assurance to Governing Body that E&D developments are on-track Equality & Diversity Manager; Communications & Engagement Lead Bi-monthly Quarterly GB reports highlight GB Members’ leadership role in tackling inequity Equality & Diversity Manager; Communications & Engagement Lead Quarterly Equality & Diversity is represented in Gov Body training and development OD Lead; Equality & Diversity Manager 3 Ensure information about Equality and Diversity is fully and easily accessible to staff and public Intranet pages regularly reviewed and updated Equality & Diversity Manager; Communications & Engagement Managers Reviewed quarterly, updated as often as required Internet pages regularly reviewed and updated Equality & Diversity Manager; Communications & Engagement Managers Reviewed quarterly, updated as often as required Library of resources/ references to help inform EIAs available for use Equality & Diversity Manager; Reviewed quarterly,
B. Product Data: Submit manufacturer’s product description, standard detail drawings relevant to the project, storage and handling requirements, and installation instructions. C. Product Test Reports and Code Compliance: Documents demonstrating product compliance with local building code, such as test reports or Evaluation Reports from qualified, independent testing agencies. D. Shop Drawings: Submit drawings, including plan, section, and elevation drawings, showing installation details that demonstrate product layout, dimensions, finish colors, edge/termination conditions/treatments, compression and control joints, openings, and penetrations. E. Samples: Submit samples of each product type proposed for use. 1.5 QUALITY ASSURANCE A. Manufacturer Qualifications: 1. All fiber cement panels specified in this section must be supplied by a manufacturer with a minimum of 10 years of experience in fabricating and supplying fiber cement cladding systems. 2. Provide technical and design support as needed regarding installation requirements and warranty compliance provisions. B. Installer Qualifications: All products listed in this section are to be installed by a single installer trained by manufacturer or representative. C. Mock-Up Wall: Provide a mock-up wall as evaluation tool for product and installation workmanship. D. Pre-Installation Meetings: Prior to beginning installation, conduct conference to verify and discuss substrate conditions, manufacturer’s installation instructions and warranty requirements, and project requirements. 1.6 DELIVERY, STORAGE, AND HANDLING A. Panels must be stored flat and kept dry before installation. A waterproof cover over panels and accessories should be used at all times prior to installation. B. If panels are exposed to water or water vapor prior to installation, allow to completely dry before installing. Failure to do so may result in panel shrinkage at joints, and such action may void warranty. C. Direct contact between the panels and the ground should be avoided at all times. It is necessary to keep panels clean during installation process.
D. Wind Load (ASTM E-330): Refer to manufacturer installation guidelines for ultimate test pressure data corresponding to framing dimensions, fastener type, and attachment clips. Project engineer(s) must determine Zone 4 and 5 design pressures based on project specifics. 1. Minimum lateral deflection: L/120. E. Water Penetration (ASTM E-331): No water leakage observed into wall cavity. F. Weather Resistant (ASTM G-23): No cracking, checking, crazing, erosion, or other detrimental effects observed. G. Steady-State Heat Flux and Thermal Transmission Properties Test (ASTM C-518): thermal resistance R Value of 1.23 F. H. Fire Resistant (ASTM E-119): The wall assembly must successfully endure 60-minute fire exposure without developing excessive unexposed surface temperature or allowing flaming on the unexposed side of the assembly. I. Drained and Back Ventilated Rainscreen (AAMA 509-09): System must pass all component tests. J. Florida Building Code - High Velocity Hurricane Zone (TAS 201-203): Approved. 2.4 INSTALLATION COMPONENTS Steel Clip System: Starter FA 100B – 10’ (l) galvalume. Clips: JE 550 (5mm rainscreen), JE 710 (10mm rainscreen) – 400 series stainless steel. Joint Clips: Short – JEJ 555; Long – JEL 551 (5mm), JEL 552 (10mm) - 400 series stainless steel. Corner Clips (for use with manufactured corners): JE 550C (5mm) - 400 series stainless steel. Single Flange Sealant Backer – FHK 1110 (5mm), FHK 1017 (10mm) – 6.5’ (l) fluorine coated galvalume. Double Flange Sealant Backer – FH 1010 (5mm), FH 1020 (10mm) – 10’ (l) fluorine coated galvalume. Corrugated Shim – FS 1005 (5mm), FS 1010 (10mm) – 4’ (l). High Wind Load System: Starter FA 100B – 10’ (l) galvalume. Panel Clips: JES 301 (5mm rainscreen) – 26” (l) anodized A6063 T-5 aluminum.
7. ASTM E 331 - Standard Test Method for Water Penetration of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference. C. Florida Building Code - Test Protocol HVHZ 1. Testing Application Standard (TAS) 202, 203 – HVHZ Test Procedures D. National Fire Protection Association (NFPA): 1. NFPA 285 - Fire Test Method for Exterior Wall Assemblies Containing Combustible Material. 2. NFPA 268 – Ignition Resistance of Exterior Wall Assemblies. E. Standards Council of Canada & Underwriters Laboratories Canada (ULC): 1. CAN/ULC S-102 – Standard Method of Test for Surface Burning Characteristics. 2. CAN/ULC S-134 – Standard Method of Fire Test of Exterior Wall Assembly. 1.4 SUBMITTALS A. Submit under provisions of Section 01 33 00. B. Product Data: Submit manufacturer’s product description, storage and handling requirements, and installation instructions. C. Product Test Reports and Code Compliance: Documents demonstrating product compliance with building code, such as test reports or Evaluation Reports from qualified, independent testing agencies. D. LEED Credits: Provide documentation of LEED Credits for project certification under USGBC LEED 2009 (Version 3.0) or 2012 v.4. E. Manufacturer’s Details: Submit drawings (.dwg, .rvt, and/or .pdf formats), including sections, showing installation details that demonstrate product dimensions, edge/termination conditions/treatments, compression and control joints, corners, openings, and penetrations. F. Samples: Submit samples of each product type proposed for use. 1.5 QUALITY ASSURANCE A. Manufacturer Qualifications: 1. All fiber cement panels specified in this section must be supplied by a manufacturer with a minimum of 10 years of experience in fabricating and supplying fiber cement cladding systems. a. Products covered under this section are to be manufactured in an ISO 9001 certified facility. 2. Provide technical and design support as needed regarding installation requirements and warranty compliance provisions.
Joint Tab Attachments (included) – used at all AWP-1818 panel to panel vertical joints. Single Flange Sealant Backer – FHK 1015 R (10mm) – 6.5’ (l) fluorine coated galvalume. Double Flange Sealant Backer – FH 1015 R (10mm) – 10’ (l) fluorine coated galvalume. Corrugated Spacer – FS 1005 (5mm), FS 1010 (10mm) – 4’ (l). Finish Clip (optional) – (5mm) Aluminum Trim (optional): as specified in finish schedule. Essential Flashing System (optional): Starter – main segments (3030mm), inside corners, outside corners Compression Joint – main segments (3030mm) Overhang – main segments (3030mm), inside corners, outside corners, joint clips Fasteners: Corrosion resistant fasteners, such as hot-dipped galvanized screws appropriate to local building codes and practices must be used. Use Stainless Steel fasteners in high humidity and high-moisture regions. Panel manufacturer is not liable for corrosion resistance of fasteners. Do not use aluminum fasteners, staples or fasteners that are not rated or designed for intended use. See manufacturer’s instructions for appropriate fasteners for construction method used. Flashing: Flash all areas specified in manufacturer’s instructions. Do not use raw aluminum flashing. Flashing must be galvanized, anodized, or PVC coated. Sealant: Sealant shall comply with ASTM C920, Class 35. PART III: EXECUTION 3.1 EXAMINATION A. Verification of Conditions: 1. Fiber cement panels can be installed over braced wood, steel studs and sheathing including plywood, OSB, plastic foam or fiberboard sheathing. Fiber cement panels can also be installed over Structural Insulated Panels (SIP’s), Concrete Masonry Units (CMU’s) and Concrete Block Structures (CBS’s) with furring strips, and Pre-Engineered Metal Construction. Insulated Concrete Forms (ICFs) are NOT an approved substrate under any condition. 2. Allowable stud spacing: 16” o.c. maximum.
7. ASTM E 331 - Standard Test Method for Water Penetration of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference. C. Florida Building Code - Test Protocol HVHZ 1. Testing Application Standard (TAS) 202, 203 – HVHZ Test Procedures D. National Fire Protection Association (NFPA): 1. NFPA 285 - Fire Test Method for Exterior Wall Assemblies Containing Combustible Material. 2. NFPA 268 – Ignition Resistance of Exterior Wall Assemblies. E. Standards Council of Canada & Underwriters Laboratories Canada (ULC): 1. CAN/ULC S-102 – Standard Method of Test for Surface Burning Characteristics. 2. CAN/ULC S-134 – Standard Method of Fire Test of Exterior Wall Assembly. 1.4 SUBMITTALS A. Submit provisions of Section 01 33 00. B. Product Data: Submit manufacturer’s product description, storage and handling requirements, and installation instructions. C. Product Test Reports and Code Compliance: Documents demonstrating product compliance with local building code, such as test reports or Evaluation Reports from qualified, independent testing agencies. D. LEED Credits: Provide documentation of LEED Credits for project certification under USGBC LEED 2009 (Version 3.0) or 2012 v.4. E. Manufacturer’s Details: Submit drawings (.dwg, .rvt, and/or .pdf formats), including plans, sections, showing installation details that demonstrate product dimensions, edge/termination conditions/treatments, compression and control joints, corners, openings, and penetrations. F. Samples: Submit samples of each product type proposed for use. 1.5 QUALITY ASSURANCE A. Manufacturer Qualifications: 1. All fiber cement panels specified in this section must be supplied by a manufacturer with a minimum of 10 years of experience in fabricating and supplying fiber cement cladding systems. a. Products covered under this section are to be manufactured in an ISO 9001 certified facility. 2. Provide technical and design support as needed regarding installation requirements and warranty compliance provisions.
2. Provide technical and design support as needed regarding installation requirements and warranty compliance provisions. B. Installer Qualifications: All products listed in this section are to be installed by a single installer trained by manufacturer or representative. C. Mock-Up Wall: Provide a mock-up wall as evaluation tool for product and installation workmanship. D. Pre-Installation Meetings: Prior to beginning installation, conduct conference to verify and discuss substrate conditions, manufacturer’s installation instructions and warranty requirements, and project requirements. 1.6 DELIVERY, STORAGE, AND HANDLING A. Panels must be stored flat and kept dry before installation. A waterproof cover over panels and accessories should be used at all times prior to installation. B. If panels are exposed to water or water vapor prior to installation, allow to completely dry before installing. Failure to do so may result in panel shrinkage at ship lap joints, and such action may void warranty. C. Panels MUST be carried on edge. Do not carry or lift panels flat. Improper handling may cause cracking or panel damage. D. Direct contact between the panels and the ground should be avoided at all times. It is necessary to keep panels clean during installation process. 1.7 WARRANTY A. Provide manufacturer’s 50-year warranty against manufactured defects in fiber cement panels. B. Provide manufacturer’s 15-year warranty against manufactured defects in panel finish. C. Warranty provides for the original purchaser. See warranty for detailed information on terms, conditions and limitations. PART II: PRODUCTS 2.1 MANUFACTURERS A. Acceptable Manufacturer: Nichiha Corporation, 18-19 Nishiki 2-chome Naka-ku, Nagoya, Aichi 460-8610, Japan. B. Acceptable Manufacturer’s Representative: Nichiha USA, Inc., 6465 E. Johns Crossing, Suite 250, Johns Creek, GA 30097. Toll free: 1.866.424.4421, Office: 770.805.9466, Fax: 770.805.9467, .
Vertical Panel Installations (AWP-3030 only) – FA 710T – 3,030mm (l) galvalume coated steel. Panel Clips: JEL 778 “Ultimate Clip II” (10mm rainscreen for 16mm AWP) – alloy coated steel. Joint Tab Attachments (included) – used at all AWP-1818 panel to panel vertical joints – NOT used with AWP-3030 installations. Corner Clips: JE 777C (10mm rainscreen for 5/8” AWP Manufactured Corners) -- alloy coated steel. Single Flange Sealant Backer – FHK 1015 R (10mm) – 6.5’ (l) fluorine coated galvalume. Double Flange Sealant Backer – FH 1015 R (10mm) – 10’ (l) fluorine coated galvalume. Corrugated Spacer – FS 1005 (5mm), FS 1010 (10mm) – 4’ (l). Aluminum Trim (optional): as specified in finish schedule. Essential Flashing System (optional): Starter – main segments (3,030mm), inside corners, outside corners Overhang – main segments (3,030mm), inside corners, outside corners, joint clips Fasteners: Corrosion resistant fasteners, such as hot-dipped galvanized screws appropriate to local building codes and practices must be used. Use Stainless Steel fasteners in high humidity and high-moisture regions. Panel manufacturer is not liable for corrosion resistance of fasteners. Do not use aluminum fasteners, staples or fasteners that are not rated or designed for intended use. See manufacturer’s instructions for appropriate fasteners for construction method used. Flashing: Flash all areas specified in manufacturer’s instructions. Do not use raw aluminum flashing. Flashing must be galvanized, anodized, or PVC coated. Sealant: Sealant shall comply with ASTM C920, Class 35. PART III: EXECUTION 3.1 EXAMINATION A. Verification of Conditions: 1. Fiber cement panels can be installed over braced wood, steel studs and sheathing including plywood, OSB, plastic foam or fiberboard sheathing. Fiber cement panels can also be installed over Structural Insulated Panels (SIP’s), Concrete Masonry Units (CMU’s) and Concrete Block
Starter Track: Horizontal Panel Installations - FA 700 – 3,030mm (l) galvalume coated steel. Vertical Panel Installations (AWP-3030 only) – FA 710T – 3,030mm (l) galvalume coated steel. Panel Clips: JEL 777 “Ultimate Clip” (10mm rainscreen for 16mm AWP) – alloy coated steel. Joint Tab Attachments (included) – used at all AWP-1818 panel to panel vertical joints – NOT used with AWP-3030 installations. Single Flange Sealant Backer – FHK 1017 (10mm) – 6.5’ (l) fluorine coated galvalume. Double Flange Sealant Backer – FH 1020 (10mm) – 10’ (l) fluorine coated galvalume. Corrugated Spacer – FS 1005 (5mm), FS 1010 (10mm) – 4’ (l). Finish Clip (optional) – JE310 (5mm) Aluminum Trim (optional): as specified in finish schedule. Essential Flashing System (optional): Starter – main segments (3,030mm), inside corners, outside corners Compression Joint – main segments (3,030mm) Overhang – main segments (3,030mm), inside corners, outside corners, joint clips Fasteners: Corrosion resistant fasteners, such as hot-dipped galvanized screws appropriate to local building codes and practices must be used. Use Stainless Steel fasteners in high humidity and high-moisture regions. Panel manufacturer is not liable for corrosion resistance of fasteners. Do not use aluminum fasteners, staples or fasteners that are not rated or designed for intended use. See manufacturer’s instructions for appropriate fasteners for construction method used. Flashing: Flash all areas specified in manufacturer’s instructions. Do not use raw aluminum flashing. Flashing must be galvanized, anodized, or PVC coated. Sealant: Sealant shall comply with ASTM C920, Class 35. PART III: EXECUTION 3.1 EXAMINATION A. Verification of Conditions:
Activity, Club, or Team Include description of involvement and leadership positions held. Grade 9,10, 11,12 Total Hours (academic year) Sponsor, Advisor, Coach Name & SIGNATURE Contact # 9 10 11 9 10 11 9 10 11 9 10 11 9 10 11 Hours this page: Hours (pg. 3) TOTAL HOURS
Community Activities and Service (Additional page) Organization or Service Group Include clear description of service organization, purpose or mission, and community benefit. Grade 9,10, 11,12 Total Hours (Academic Year) Sponsor/Advisor/Coach Name & SIGNATURE Contact cell: Email: 9 10 11 9 10 11 9 10 11 9 10 11 9 10 11 Hours this page: Hours (pg. 4) TOTAL HOURS
Horizontal Panel Installations - FA 700 – 3,030mm (l) galvalume coated steel. Vertical Panel Installations (AWP-3030 only) – FA 710T – 3,030mm (l) galvalume coated steel. Panel Clips: JEL 778 “Ultimate Clip II” (10mm rainscreen for 16mm AWP) – alloy coated steel. Joint Tab Attachments (included) – used at all AWP-1818 panel to panel vertical joints – NOT used with AWP-3030 installations. Corner JE 777C (10mm rainscreen for 5/8” AWP Manufactured Corners) -- alloy coated steel. Single Flange Sealant Backer – FHK 1015 R (10mm) – 6.5’ (l) fluorine coated galvalume. Double Flange Sealant Backer – FH 1015 R (10mm) – 10’ (l) fluorine coated galvalume. Corrugated Spacer – FS 1005 (5mm), FS 1010 (10mm) – 4’ (l). Aluminum Trim (optional): Paint as specified in finish schedule. Essential Flashing System (optional): Starter – main segments (3,030mm), inside corners, outside corners Overhang – main segments (3,030mm), inside corners, outside corners, joint clips Fasteners: Corrosion resistant fasteners, such as hot-dipped galvanized screws appropriate to local building codes and practices must be used. Use Stainless Steel fasteners in high humidity and high-moisture regions. Panel manufacturer is not liable for corrosion resistance of fasteners. Do not use aluminum fasteners, staples or fasteners that are not rated or designed for intended use. See manufacturer’s instructions for appropriate fasteners for construction method used. Flashing: Flash all areas specified in manufacturer’s instructions. Do not use raw aluminum flashing. Flashing must be galvanized, anodized, or PVC coated. Sealant: Sealant shall comply with ASTM C920, Class 35. PART III: EXECUTION 3.1 EXAMINATION A. Verification of Conditions: 1. Fiber cement panels can be installed over braced wood, steel studs and sheathing including plywood, OSB, plastic foam or fiberboard sheathing. Fiber cement panels can also be installed
Clips: JEL 787 “Ultimate Clip” (10mm rainscreen for 3/4” AWP) – 400 series stainless steel. Joint Tab Attachments (included). Single Flange Sealant Backer – FHK 1017 (10mm) – 6.5’ (l) fluorine coated galvalume. Double Flange Sealant Backer – FH 1020 (10mm) – 10’ (l) fluorine coated galvalume. Corrugated Spacer – FS 1005 (5mm), FS 1010 (10mm) – 4’ (l). Finish Clip (optional) – JE310 (5mm) Essential Flashing System (optional): Starter – main segments (3030mm), inside corners, outside corners Compression – main segments (3030mm) Overhang – main segments (3030mm), inside corners, outside corners, joint clips Fasteners: Corrosion resistant fasteners, such as hot-dipped galvanized screws appropriate to local building codes and practices must be used. Use Stainless Steel fasteners in high humidity and high-moisture regions. Panel manufacturer is not liable for corrosion resistance of fasteners. Do not use aluminum fasteners, staples or fasteners that are not rated or designed for intended use. See manufacturer’s instructions for appropriate fasteners for construction method used. Flashing: Flash all areas specified in manufacturer’s instructions. Do not use raw aluminum flashing. Flashing must be galvanized, anodized, or PVC coated. Sealant: Sealant shall be polyurethane, or hybrid, and comply with ASTM C920. PART III: EXECUTION 3.1 EXAMINATION A. Verification of Conditions: 1. Fiber cement panels can be installed over braced wood, steel studs and sheathing including plywood, OSB, plastic foam or fiberboard sheathing. Fiber cement panels can also be installed over Structural Insulated Panels (SIP’s), Concrete Masonry Units (CMU’s) and Concrete Block Structures (CBS’s) with furring strips, and Pre-Engineered Metal Construction. 2. Allowable stud spacing: See manufacturer’s installation instructions for details. 3. A weather resistive barrier is required when installing fiber cement panels. Use an approved weather resistive barrier (WRB) as defined by the 2015 IBC or IRC. Refer to local building codes.
NichiSoffit Specification 07 47 47 Fiber Cement Siding Part I - General SECTION INCLUDES: Fiber cement lap siding boards, panels, trim, fascia and accessories. 1.2 RELATED SECTIONS A. Section 05 41 00 - Structural Metal Stud Framing B. Section 06 10 00 - Carpentry C. Section 06 16 00 - Sheathing D. Section 07 20 00 - Thermal Protection E. Section 07 25 00 - Weather Barriers F. Section 07 60 00 - Flashing and Sheet Metal G. Section 07 90 00 - Joint Protection 1.3 REFERENCES A. ASTM International (ASTM): 1. ASTM C 1185 - Standard Test Methods for Sampling and Testing Non-Asbestos Fiber Cement. a. ASTM C 1186 – Standard Specification for Flat Fiber-Cement Sheets. 2. ASTM E 84 - Standard Test for Surface Burning Characteristics of Building Materials. 3. ASTM E 119 - Standard Test Methods for Fire Tests of Building Construction and Materials. 4. ASTM E 136 – Standard Test Method for Behavior of Materials in a Vertical Tube Furnace at 750C. 1.4 SUBMITTALS A. Submit under provisions of Section 01 33 00. B. Product Data: Submit manufacturer’s product description, standard detail drawings relevant to the project, storage and handling requirements, and installation instructions. C. Product Test Reports and Code Compliance: Documents demonstrating product compliance with local building code, such as test reports or Evaluation Reports from qualified, independent testing agencies. D. LEED Credits: Provide documentation of LEED Credits for project certification under USGBC LEED 2009 (Version 3.0).
Adderley, Morgan. 2018. “Minister Insists Nation is Safe Despite Canada Alert.” Tribune 242, 24 January. . APAnews. 2016. "East African Leaders Protest U.S Travel Advisories." Agence De Presse Africaine (APAnews), 21 September. . Bahamas, Ministry of Foreign Affairs. 2018. “The Ministry of Foreign Affairs Issue Statement on Travel Advisory Issued by Canada.” Accessed 2 February, 2018. . BBC News. 2003. “Eritrea ‘Region’s Trouble-Maker.’” BBC News, 29 December. http://news.bbc.co.uk/2/hi/africa/3353313.stm. Canada. 1982. Constitution Act, 1982. http://laws-lois.justice.gc.ca/eng/Const/page-15.html. Canada. 2016. “Risk Levels and Travel Advisories.” Accessed 6 February, 2018. Canada. 2017a. “Canada and United States Relations.” Government of Canada, 16 August. Accessed 14 March 2018. . Canada. 2017b. “Hurricanes Irma and Maria.” Government of Canada, 12 November. https://travel.gc.ca/assistance/hurricane-irma. Canada. 2017c. “Travel Advice and Advisories.” Accessed 27 February, 2018. . Canada. “Bahamas.” Government of Canada, 3 April. Accessed 3 April 2018. . Canada. 2018b. “Burkina Faso.” Government of Canada, 26 March. Accessed 3 April 2018. https://travel.gc.ca/destinations/burkina-faso.
Henderson, Joan. 2004. “Managing the Aftermath of Terrorism: The Bali Bombings, Travel Advisories and Singapore.” International Journal of Hospitality & Tourism Administration 4(2): 17-31. Institute for Economics & Peace (IEP). 2017. “Global Terrorism Index 2017: Measuring and Understanding the Impact of Terrorism.” Institute for Economics & Peace, n.d. . Inter-American Development Bank. 2017. “High crime rates in the Caribbean require new evidence-based policy approaches - IDB study.” Accessed 4 February, 2018. . Karp, Aaron. 2011. “Estimating Civilian Owned Firearms.” Small Arms Survey 9. Luib, Romulo. 2003. “RP execs to APEC members: Go easy on travel advisories.” Business World (San Juan, Philippines), 20 October. Mylonopoulos, Dimitrios, Polyxeni Moira, and Aristidis Papagrigoriou. 2016. “The Travel Advisory as an Obstacle to Travel and Tourism.” International Journal of Research in Tourism and Hospitality 2(2): 1-13. Paquin, Leo J. 2007. “Was WHO SARS-related Travel Advisory for Toronto Ethical?” Canadian Journal of Public Health 98(3): 209-11. Pryce, Paul. 2016. “Canada’s Conflict Prevention in Mauritania.” NATO Association of Canada, 8 November. .
Basic Results Gender Male=6 (30%) Female=14 (70%) Acuity Non-urgent=0 (0%) Less-urgent=9 (45%) Urgent=11 (55%) Emergent= 0 (0%) Immediate=0 (0%) Complaint Dental Pain=3 (15%) Abdominal Pain=3 (15%) Cough=4 (20%) Fever=4 (20%) Breathing Problem=5 (25%) Chest Pain=1 (5%) Disposition Discharge=17 (85%) Transfer=2 (10%) Left against medical advice=1(5%) Length of Stay 0-1 hour=5 (25%) 1-2 hour=7 (35%) 2-3 hour=5 (25%) over 3 hour=3(15%) Pain Score 0=4 (20%) 1=0(0%) 2=1 (5%) 3=0 (0%) 4=0(0%) 5=1 (5%) 6=3 (15%) 7=3 (15%) 8=2 (10%) 9=2(10%) 10=4 (20%) Arrival Method Car=19 (95%) Ambulance=1 (5%) Insurance Yes=11 (55%) No=9 (45%) These results show us many things. First of all no patients were classified as non-urgent, emergent or immediate. Also none of the patients rated their pain scores on a level of 0, 1, 3 or 4. I found it interesting that the length of stay was spread out among the patients. More patients arrived by private vehicle than by ambulance. This could be because most patients were not critical. I also found it very interesting that 55% of the patients had insurance. The results of this study showed that a higher level of acuity affected to patient length of stay in the ER. Of the sample the urgent patients had a 2-3 hour stay of 45.5%, while the less urgent had 0%. The less urgent patient class had a 55.6% level in
IN THE HIGH COURT OF SOUTH AFRICA GAUTENG LOCAL DIVISION: JOHANNESBURG OPPOSED MOTIONS 27 November to 01 December 2017 NICHOLLS J Monday, 27 November 2017 B21. MECs TAKALANI HOME FOR THE MENTALLY CHALLENGED v MEC FOR HEALTH AND SOCIAL DEVELOPMENT - GAUTENG B26. FIRST BUDO INVESTMENTS CC v HIGH THREAD MANUFACTURERS 42618/2016 14h00 B32. ANTHONY LUCIEN POLTERA v NICOLE MARITA POLTERA (BORN VON MINDEN) 04637/2017 14h00 B35. BERNARD MEW v CITY OF JOHANNESBURG 06552/2017 B39. ATEX GROUP (PTY) LTD v STAHLBAU (PTY) LTD 10887/2017 Tuesday, 28 November 2017 B5. LOURENS HENDRIK JACOBUS v NETCARE MULBARTON HOSPITAL 45494/2014 14h00 B9. AUTOMATED IDENTIFICATION TECHNOLOGIES (PTY) LTD v MCT TELECOMMUNICATIONS (PTY) LTD 31293/2015
10. B1 JENFA SENBATU WEAMESH N MINISTER OF HOME AFFAIRS 05561/2017 11. B25 HARRY PRESHILLA V SHARMA SANJAY 18402/2015 12. B26 ENDEMOL SHINE HOLDING B.V V ENDEMOL SHINE SOUTH AFRICA (PTY) LTD 16392/2017 13. B42 SING PARIKSHANT V SENEKAL CORNELUIS DIRK 39792/2017 14. B24 GERARD OCKERT BRITS V ADELLE NDLUKULWANA
problem is articulating a reason why. An annotated version of half the book probably isn’t going to displace sales of the whole work. After all, people still have to buy the first two volumes to understand the third. And only half the third has been published. Also, heavy annotations mean that that the work has been transformed from Tolkien’s purpose. Maybe Christopher Tolkien should sue the person who tries, then we would all and find out. Balancing Factors vs Bright Line Rules There’s a tendency to want bright line rules in copyright infringement cases. For example, a court might like a rule that says you can’t copy more than 10% of a literary work that’s more than 1,000 words in length. This gives people a clear idea of how much they can copy, and the court’s decision is an easy one. The problem with this rule is that it might be really useful to someone to copy 11% of a work. It feels really arbitrary. It’s easy to imagine someone saying that copying 101 words out of a 1,000 word short story isn’t that different from copying 100 words. Why does one word make a difference. That sounds unfair. Of course, the rule is useful to copiers as well. Just count-up how much you’re copying and make sure it’s under the threshold. Most reviews of literary works aren’t likely to copy more than 10% of a work they review anyways. But for content creators, this rule can be a real problem. If someone quotes 10% of a lengthy memoir, they could potentially copy the only part of the work that’s worth anything to anyone. What if you could legally copy the part of Bill Clinton’s memoir talking about Monica Lewinsky? For a publisher, that’s a big part of the reason why a lot of people would buy the book. More people are interested in presidential sex than in terrible childhoods. So content creators resist such a rule because of its effects on potential markets. Notice that
Please note that at least one member of the organization’s senior leadership must participate actively in the Innovation Center’s development and implementation. In addition, a credible organization leader should be able to be the point-person and project driver for this work within the organization devoting a substantial amount of their time to this work. That person needs to be comfortable with ambiguity, an excellent project manager, a coalition builder and a person of influence in the organization. The individual needs to be a passionate advocate for this work and have the capacity to lead this project. The organization’s senior leadership and board must be committed to strengthening a culture of innovation and aligning innovation efforts with the strategic mission of the organization. Project Timeline December 15, 2017: Expression of Interest Applications due February 2, 2018: Interviews scheduled with The Nicholson Foundation and innovation consultants March 30, 2018: Notification of applicants selected to participate in Phase I Submission Guidelines Submit Expressions of Interest by December 15, 2017 by email to Barbara Kang, Senior Health Program Officer at bkang@thenicholsonfoundation.org. Questions If you have any questions about this REI, contact Barbara Kang by email at bkang@thenicholsonfoundation.org.
WHAT WHO SHOULDN’T USE IT. People who are: WHAT IT DOES WHAT THE SIDE EFFECTS ARE HOW TO USE IT HOW LONG DO YOU TAKE IT Nicotine Patch Children under 12 Allergic to sticking plaster or have had a skin reaction to it in the past OK for pregnant and breastfeeding women- but discuss risks, and if pregnant then remove overnight Replaces some of the nicotine Helps to reduce the cravings Makes quitting easier Skin often gets a bit red Skin gets itchy Some people have a slight ache in the arm High dose used to start with. Medium and low does used near the end of treatment Stick on dry smooth skin. Different spot each day. Hold for 10-20 seconds to make sure its stuck About 8 weeks for high dose Then 4 more weeks for medium or low dose.
Other Experience/Qualifications: Does this staff member have a child in this division? (circle one) YES NO Bench Staff #4 Name: Phone#: Email: Position with Team: Ringette Coaching Experience Yrs: Association : Previous Team(s): Other Experience/Qualifications: Does this staff member have a child in this division? (circle one) YES NO Make additional copies of this page to add more staff, if necessary. Responsibilities of Operating a Provincial Team in the Nickel Basin Jurisdiction UNIFORMS Two (2) Sets of jerseys will be required. The jersey sets will be purchased by players as mandated by the Nickel Basic Committee. The players will supply one (1) set of black on ice ringette pants, as mandated by the Nickel Basin Committee.
08:45-09:00 Welcome & Registration Cally 09:00-09:30 Resuscitation, stabilization & the Golden hour Mae Nugent / Cally Tann 09:30-10:15 Skills station 1: Resuscitation Skills station 2: Golden Hour Cally Tann 10:15-10:45 Lecture: Basics of ventilation Sian Harding 10:45-11:00 COFFEE 11:00-11:30 DIY guide to ventilators and other respiratory support Mae Nugent 11:30-12:30 Skills station 3: Airway Management Skills station 4: Ventilation case studies Mae / Cally Reena / Roopali 12:30-13:00 LUNCH 13:00-13:30 Lecture: Managing fluids and fluid balance on NICU Reena Bhatt 13:30-14:00 Skills station 5 The idiots guide to fluid balance and prescribing Glucose calculations Reena / Kunal 14:00-14:30 Scenarios: Lines and their placement Mark Sellwood 14:30-15:00 Skills station 6: Umbilical line siting and sampling Kunal / Reena 15:00-15:30 TEA BREAK 15:30-16:00 A pragmatist guide to blood pressure & inotropes Babla 16:00-16:30 Scenarios: Cranial ultrasound scanning on the NICU Tann 16:30-17:00 Demystifying Cooling and CFM Giles Kendall
Prenatal care (2007 onwards) Duration of rupture of membranes Date/time rupture of membranes (2006 onwards) Antenatal steroids Pre-existing maternal medical problems (2003 onwards) Essential hypertension Diabetes mellitus Systemic lupus erythematosus Chronic renal disease Chronic cardiac disease (2007 onwards) Other maternal medical problem Antenatal Complications Twin to twin transfusion (2007 onwards) Hypertension of pregnancy Gestational diabetes (2001 onwards) Antepartum haemorrhage Suspected intrauterine growth restriction by ultrasound Antenatal diagnosis of fetal anomaly Fetal compromise Chorioamnionitis (2001 onwards) Maternal antibiotics (2006 onwards) Magnesium sulphate (2009 onwards) Preterm labour Drug use (2001 onwards) Other antenatal complications Labour & Delivery details Presentation before delivery Type of labour Problem leading to delivery Type of delivery Resuscitation details Oxygen Mask/NPT ETT ventilation Adrenaline (2007 onwards) Compressions (2007 onwards) Tracheal suctioning for meconium (2007 onwards)
“The ‘one size fits all’ model simply doesn’t work. A number of European countries have both highly interventionist policies and a strong record on employment generation and unemployment. The evidence is that two quite distinctive models work particularly well. First, the Anglo-Saxon model (including the UK) with its lower unemployment benefits, light touch employment protection, weaker trade unions and more limited collective bargaining. Secondly, the Scandinavian/flexicurity model (including Denmark, the Netherlands, Norway, Finland and Sweden) which is characterised by strong collective bargaining, high levels of employment protection and generous unemployment benefits accompanied by stringent job-search requirements and available for limited durations.” “Yet while both models achieve similar results in terms of employment and unemployment rates, some Anglo-Saxon countries have experienced considerable economic turbulence in the last two decades and an especially deep recession in 2008–09. Moreover, the flexicurity model is much more successful when it comes to social outcomes and the Anglo-Saxon model is characterised by high earnings inequality and higher levels of in-work poverty. In both the US and the UK, for example, both poverty and inequality have risen sharply from the late 1970s following the adoption of more policies. The flexicurity countries have achieved, in contrast, high employment and good growth rates with much lower levels of wage inequality and in-work poverty.” “Given the strength of the evidence, and the persistence of economic volatility, Britain should start planning moves towards the flexicurity model. Measures should include: • Development of a new understanding of the positive contribution that unions can make to workplaces and to workplace prosperity, allowing the trade union movement to play a more central role in the major issues of political economy. • Fairer employment protection legislation to reduce job insecurity and inequality.” 4.11 The Touch Stone publication also identifies that domestic and international evidence indicates also that trade unions have no significant negative consequences for labour market outcomes, and have positive effects in promoting workplace cohesion and social justice. 4.12 Congress notes with concern that the Department has not to date considered the burdens on the trade union movement, that are genuine, not rhetorical, in Northern Ireland. 4.13 Employment laws introduced from 1980 onwards have unjustly burdened unions with regulations that greatly restrict our ability to perform our function and impose significant costs e.g. the requirement to use postal ballots as outlined in the following examples:
Have you received financial support / award for your present work from any other sources? (if so, please furnish details) What are the facilities required for prototype creation? (Give details of infrastructure, equipment, space, hardware and software requirements) Have you submitted all required information and documents as per the application form? Y/N. Copy of PAN card and Aadhar Card of Lead Applicant. Latest income tax returns statement of Lead Applicant, if applicable Copy of PAN Card and Aadhar Cards of team members of address of Lead Applicant Proof of address of team members
In Northern Ireland the five Health and Social Care Trusts, Voluntary Agencies, Department of Justice, (including Probation Board NI and Youth Justice Agency) and Education Authority NI provide PLOs across all settings and programmes of care. Northern Ireland has a tradition of providing high quality PLOs and while it is undoubtedly a challenge to meet the level of demand, course providers work in partnership to ensure that the number required is achieved. It must however be appreciated that due to a range of factors the preferences of students cannot always be accommodated. There is close collaboration between Practice Learning Coordinators from those agencies providing PLOs and the University/College Coordinators. Where it is deemed that a PLO can appropriately provide a student with learning opportunities to demonstrate competence and is appropriate to their stage of education and training, it is expected that the student will accept that PLO. Allocation of PLOs. Regional Allocation The Northern Ireland Degree in Social Work Partnership (NIDSWP) is responsible for the allocation of PLOs via the Practice Learning and Degree Delivery Committee (PLADD). Practice Learning Opportunities are allocated through a regional process and allocation meetings take place twice a year: In May for allocation of PLOs commencing the following August. This relates primarily to Level 2 undergraduate route (UGR) students and all part-time route students In October for PLOs commencing the following January; This relates primarily to relevant graduate route (RGR) Level 2 and all UGR and RGR level 3 students. F/HEIs and Designated Practice Learning Providers (DPLPs) involved in the delivery of the Degree in Social Work are each represented on the regional allocations group by a practice learning coordinator. Prior to allocations meetings you will be required to complete a student profile and if appropriate the section pertaining to individual
Postal Code City Country Phone Mobile Phone Email Address Optional alternative phone/email Phone (2) Mobile Phone (2) Email Address (2) Date of and gender Date of birth Gender The Proposed Niels Bohr professor Name First Name Last Name Occupation and Degree Occupation Degree Contact details (current work place) Institution Department/Division/Section Street Street No. Postal Code City Country Phone Mobile Phone Email Address Optional alternative phone/email Phone (2) Mobile Phone (2) Email Address (2) Date of birth and gender Date of birth Gender
FACT_MKT_Tables Description Example Value DOLLARS_ANY_PROMO_RM Dollars raised from the sale of a product in the defined period among products under store promotion in the rest of the market (all other companies) $1,100 PCT_ACV_TOTAL_RM All Commodity Volume percentage in the rest of the market (all other companies) 84 BASE_DOLLARS_TOTAL_RM Hypothetical Total Dollars expected to be raised in the absence of all store promotions in the rest of the market (all other companies) $865.43 UNITS_RM Total number of units sold of a given product in the defined time period in the rest of the market (all other companies) 900 UNITS_ANY_PROMO_RM Total number of units sold of a given product in the defined time period among products under store promotion in the rest of the market (all other companies) 840 BASE_UNITS_TOTAL_RM Hypothetical units expected to be sold in the absence of all store promotions in the rest of the market (all other companies) 600 DOLLARS_RM_PY Total Dollars raised from sale of a product in the defined time period in the previous year in the rest of the market (all other companies) $456.32 DOLLARS_ANY_PROMO_RM_PY Total Dollars raised from sale of a product in the defined time period in the previous year among products under store promotion in the rest of the market (all other companies) $345.21 PCT_ACV_TOTAL_RM_PY All Commodity Volume percentage in the previous year in the rest of the market (all other companies) 73 BASE_DOLLARS_TOTAL_RM_PY Hypothetical Total Dollars expected to be raised in the absence of all store promotions in the previous year in the rest of the market (all other companies) $698.32 UNITS_RM_PY Total number of units sold of a given product in the defined time period in the previous year in the rest of the market (all other companies) 485 UNITS_ANY_PROMO_RM_PY Total Dollars raised from the sale of a product in the defined period among products under store promotion in the previous year in the rest of the market (all other companies) 432 BASE_UNITS_TOTAL_RM_PY Hypothetical units expected to be sold in the absence of all store promotions in the previous year in the rest of the market (all other companies) 344 MARKET Table Description Example MKTKEY Sales market identifier 5
our human lives, while at the same time recognizing its ultimate meaninglessness to the individual, to many people seems like a prescription for insanity. What we, as human beings, must have to live a fulfilled human life is an image of eternal meaning. This we can derive only from religion, which provides for us, as it always has, a transcendent sense of order, something which answers to our most essential human nature far more deeply than either the Enlightenment faith in scientific rationality or Nietzsche's call to a life of constant metaphorical selfdefinition. A prominent spokespersons for this reaction to Nietzsche is George Grant--the last author we shall be considering in our curriculum (and the author of an interesting critique of Nietzsche: Time as History, the transcript of a series of lectures on the CBC). To read the modern debates over literary interpretation, theory, human rights issues, education curriculums, feminist issues, ethnic rights, communitarian politics, or a host of other similar issues is to come repeatedly across the clash of these different positions (and others). To use the analogy I started with, activities on the playing fields are going on more energetically than ever. And right in the middle of most of these debates and generously scattered throughout the footnotes and bibliographies, Nietzsche's writings are alive and well. To that extent, his ideas are still something to be reckoned with. He may have started by shouting over the PA system in a way no one bothered to attend to; now on many playing fields, the participants and fans are considering and reacting to his analysis of their activities. So Nietzsche today is, probably more than ever before in this century, right in the centre of some of the most vital debates over cultural questions.
Memberships Marine Club Citroen Owners Club References Captain Nick Karagiannis, former General Manager at POLEMBROS SHIPPING LIMITED (Tel: +30 6945109949) Mrs Katia Restis: SHIPPING AND TRADING (written reference) Mr T. Nikolakis United International Management (6937490790),General Manager Mr Vangelis Zygouris Operation Manager at Maritime (9672895177)
Hussain, N., “Nietzsche’s Meta-ethical Stance,” in Gemes and Richardson 2013 Leiter, Brian, “Moral Skepticism and Moral Disagreement in Nietzsche,” Oxford Studies in Metaethics, ed. Russ Shafer-Landau, Oxford, 2014 Loeb, P., “Identity and Eternal Recurrence” in A Companion to Nietzsche, ed. Keith Blackwell, 2006 Loeb, Paul, “Eternal Recurrence” in The. Gemes and Richardson Oxford, 2013 Kail, P., “‘Genealogy’ and the Genealogy” in May 2011. Wallace, “Ressentiment, Value, and Self-Vindication: Making Sense of the Slave Revolt,” in Leiter and Sinhababu 2007 Silk, Alex, “Nietzschean Constructivism” Inquiry 58:3, 2015 Soll, I., “Reflections on Recurrence: A Re-examination of Nietzsche’s Doctrine, die ewige Wiederkehr des Gleichen” in Nietzsche: A Collection of Critical Essays, ed. Robert Solomon, Notre Dame, 1973
Sandwiches Additional Toppings: * American Cheese - 75¢ * Bacon – $1.00 Nick’s ¼ Burger Homemade quarter pound burger made fresh daily served on a hamburger bun. Served with mayo, ketchup, mustard, lettuce, tomatoes, onions, and pickles Sandwich: $5.50 Combo: $8.50 Double Nick’s 2 quarter pound burgers on sesame seed bun served with mayo, ketchup, mustard, lettuce, tomatoes, onions, and pickles Sandwich: $8.00 Combo: $11.00 Philly Marinated Chicken or Steak grilled with fresh onions, green bell peppers, and mushrooms, served on a hoagie bun with mayo and Swiss cheese Sandwich: $8.00 Combo: $11.00 Chicken Fillet Boneless fried chicken breast served on a sesame seed bun with mayo, ketchup, mustard, lettuce, tomatoes, onions, and pickles Sandwich: $7.00 Combo: $11.00 Pitas Combo includes fries and 16oz drink Pitas: Lettuce, tomatoes, onions & Tzatziki Pita Lamb $7 $11 Grilled chicken $7 $11 Fried Chicken $7 $11 Pork $7 $11 Beef $7 $11 Veggie (Grilled pepper, onions, feta) $7 $11 falafel $9.50 Additional Toppings: * Feta Cheese - $1.00 * Cheese – 75¢
* Green peppers – 75¢ * Mushrooms – 75¢ * Falafel ball-90¢ Greek Sides Spanakopita Fresh spinach baked with Feta cheese wrapped in a tasty Greek flaky $3.50 Greek-Style Fries Potato wedges fried and sprinkled with lemon juice, oregano and tzatziki Hummus Traditional Hummus but with a Nick’s spin. Served with two pita bread and Kalamata Sides Fries -------small $2.50 lrg … $3.50 Onion rings $4.00 Fried Okra $5.00 Greek Plates Lamb plate: Slices of lamb served with Greek potatoes and a Greek $14.50 Grill Chicken plate: Greek style grilled chicken served with Greek potatoes and a Greek $14.50 Souvlaki Plate: Greek style pork served with potatoes and a Greek Salads Add PROTEIN FOR $5.50: * Gyro Meat * Grilled Chicken * Pork * Chicken Strips Greek Salad - Fresh Lettuce topped with tomatoes, cucumbers, pepperoncini, black olives and feta cheese. Served with our own Greek dressing Sm….$3.65 Med…$8.50 Lrg…….$13.00 American Salad - Fresh lettuce topped with tomatoes, cucumbers, and American cheese **Honey Mustard or Ranch Sm…$3.65 Med….$8.50 Lrg….$13.00 Desserts
Instrument Publicly Funded Users (per session*) Commercial Users (cost per hour) Overseas Users (cost per hour) Collaborative Research Fee for Service *A typical session is an hour; NIF access fees are GST exclusive. Rate for access to PET &/or CT, radiotracers not included. #Radiotracers not included. Informatics Service Publicly Funded Users (per session*) Commercial (cost per hour) Overseas Users (cost per hour) Collaborative Research Fee for Service Informatics Price on Application Price on Application Price on Application Collaborative Research only *A typical session is an hour; NIF access fees are GST exclusive. University of Sydney / ANSTO Node Brain & Mind Research Institute Instrument Publicly Funded Users (per session*) Commercial Users (cost per hour) Overseas Users (cost per hour) Collaborative Research Fee for Service
PART 2 – 30 POINTS: SYNERGY OF RESEARCH, EDUCATION, EXTENSION, AND NOMINEE’S ROLE Limited to 500 words. Describe the combined Research, Education, and/or Extension approach and the nominee’s role as implementer, coordinator, or supporter. Explain why this approach was uniquely effective, and/or innovative. Provide specific examples of how the nominee ultimately ensured positive, measurable impact from the activity/activities on citizens’ lives locally, regionally, nationally, or internationally. PART 3 – 20 POINTS: ENDORSEMENT/LETTERS OF SUPPORT Up to three (3) endorsements/letters of support may be submitted. Letters should clearly express how the nominee affected change as a result of their role in programs or activities as implementer, coordinator, or supporter for positive, measurable impact on citizens locally, regionally, nationally, or internationally. Letters should be attached separately. NOMINATOR NAME (Printed) NOMINATOR TITLE & ORGANIZATION SIGNATURE OF NOMINATOR DATE NOMINATOR’S PHONE (Include area code) NOMINATOR’S EMAIL