zilongwang/ReadingBank huggingface dataset:
cylinders for each day's production of each strength of concrete produced. 3. Test strand for conformance with ASTM A416/A416M and furnish report to Resident Engineer. 4. Inspect piles to insure specification requirements for curing and finishes have been met. // 3.3 FOUNDATION CAISSONS: A. Concrete Testing: Test concrete including materials for concrete as required in Article, CONCRETE of this section, except make two test cylinders for each day's placement of concrete. B. Maintain a record of concrete used in each caisson. Compare records with calculated volumes. C. Inspect percussion hole in bottom of each caisson to determine that material is capable of supporting design load. D. Inspect sides and bottom of each caisson for compliance with contract documents. E. Submit a certified “Caisson Record” for each caisson, recording actual elevation at bottom of shaft; final center line location of top; variation of shaft from plumb; results of all tests performed; actual allowable bearing capacity of bottom; depth of socket into rock; levelness of bottom; seepage of water; still water level (if allowed to flood); variation of shaft (from dimensions shown); location and size of reinforcement, and evidence of seams, voids, or channels below the bottom. Verify the actual bearing capacity of the rock strata by the use of a calibrated penetrometer or other acceptable method. SPEC WRITER NOTE: Delete below if only rock bearing. Revise test requirements to suit project. Coordinate probe depth with hardpan layer thickness. Do not let the probe penetrate into the next soil strata below, especially if water bearing, sandy layer is below. F. Caissons Bearing on Hardpan: Take undisturbed samples, suitable for tests required, from caisson bottom. Make auger probe to a depth of 2.5 meters (8 feet) below bottom and visually inspect and classify soil. Verify continuity of strata and thickness. 1. Conduct the following test on each sample, and report results and evaluations to the Resident Engineer: a. Unconfined Compression Test (ASTM b. Moisture Content (ASTM
SPEC WRITER NOTE: The code requires roof coverings on fully adhered or mechanically fastened nonballasted roofs to be tested according to UL 580 or UL 1897. Comply with // UL 580 // UL 1897 // for uplift resistance. Do not allow membrane and flashing to contact surfaces contaminated with asphalt, coal tar, oil, grease, or other substances incompatible with PVC. ROOFING INSTALLATION Install membrane perpendicular to long dimension of insulation boards. Begin membrane installation at roof low point and work towards high point. Lap membrane shingled in water flow direction. Position membrane free of buckles and wrinkles. Roll membrane out; inspect for defects as membrane is unrolled. Remove defective areas. Allow 30 minutes for membrane to relax before proceeding. Lap edges and ends minimum 50 mm (2 inches). Heat weld or solvent weld laps. pressure to develop full adhesion with minimum seam strength according to ASTM D4434/D4434M. seams to ensure continuous adhesion and correct defects. Finish seam beveled bead of sealant. Finish seams same day as membrane is installed. Anchor membrane perimeter to roof deck and parapet wall as indicated on drawings. Membrane Perimeter Anchorage: Install batten with fasteners at perimeter of each roof area, curb flashing, expansion joints and similar penetrations on top of roof membrane as indicated on drawings. Space fasteners maximum 300 mm (12 inches) on center, starting 25 mm (1 inch) from ends. When battens are cut round corners and eliminate sharp corners. Stop batten where batten interferes with drainage. Space ends of batten 150 mm (6 inch) apart. batten with 150 mm (6 inch) wide roof membrane strip; heat or solvent weld to roofing membrane and seal edges. At // gravel stops, // fasciacants, // turn roofing membrane down over front edge of blocking or nailer. Secure roofing membrane to
length to secure to framing, spaced 300 mm (12 inches) on center in field and along edges. 3. Where coreboard is covered with face layer of gypsum board, stagger joints of face layer from those in the coreboard base. E. Treat joints, corners, and fasteners in face layer as specified for finishing of gypsum board. F. Elevator Shafts: 1. Protrusions including fasteners other than flange of shaft wall framing system or offsets from vertical alignments more than 3 mm (1/8-inch) are not permitted unless shown. 2. Align shaft walls for plumb vertical flush alignment from top to bottom of shaft. 3.5 FINISHING OF GYPSUM BOARD A. Finish joints, edges, corners, and fastener heads in accordance with ASTM C840. Use Level 4 finish for al finished areas open to public view. B. Before proceeding with installation of finishing materials, assure the following: 1. Gypsum board is fastened and held close to framing or furring. 2. Fastening in gypsum board are slightly below surface in dimple formed by driving tool. C. Finish joints, fasteners, and all openings, including openings around penetrations, on that part of the gypsum board extending above suspended ceilings to seal surface of non decorated // smoke barrier, // fire rated // and sound rated // and sound rated // gypsum board construction. After the installation of hanger rods, hanger wires, supports, equipment, conduits, piping and similar work, seal remaining openings and maintain the integrity of the // smoke barrier, // fire rated // and sound rated // construction/ Sanding is not required of non decorated surfaces. 3.6 REPAIRS A. After taping and finishing has been completed, and before decoration, repair all damaged and defective work, including nondecorated surfaces. B. Patch holes or openings 13 mm (1/2 inch) or less in diameter, or equivalent size, with a setting type finishing compound or patching plaster. C. Repair holes or openings over 13 mm (1/2 inch) diameter, or equivalent size, with 16 mm (5/8 inch) thick gypsum board secured in such a manner as to provide solid substrate equivalent to undamaged surface.
Lubrication devices and grease fittings. Copper, brass, aluminum, stainless steel and bronze surfaces. Valve stems and rotating shafts. Pressure gauges and thermometers. Glass. Nameplates. Control and instrument panels shall be cleaned, damaged surfaces repaired, and shall be touched-up with matching paint obtained from panel manufacturer. Pumps, motors, steel and cast-iron bases, and coupling guards shall be cleaned, and shall be touched-up with the same paint type and color as utilized by the pump manufacturer. Temporary Facilities: Apply paint to surfaces that do not have existing finish coats. This may include painting exposed metals where hangers were removed or where equipment was moved or removed. Paint shall withstand the following temperatures without peeling or discoloration: Condensate and Feedwater: 38 degrees C (100 degrees F) on insulation jacket surface and 121 degrees C (250 degrees F) on metal pipe surface. Steam: 52 degrees C (125 degrees F) on insulation jacket surface and 190 degrees C (374 degrees F) on metal pipe surface. Final result shall be smooth, even-colored, even-textured factory finish on all items. Completely repaint the entire piece of equipment if necessary to achieve this. Lead based paints are prohibited. IDENTIFICATION SIGNS Provide laminated plastic signs, with engraved lettering not less than 5 mm (3/16 inch) high, designating functions, for all equipment, switches, motor controllers, relays, meters, control devices, including automatic control valves. Nomenclature and identification symbols shall correspond to that used in maintenance manual, and in diagrams specified elsewhere. Attach by chain, adhesive, or screws. Factory Built Equipment: Metal plate, securely attached, with name and address of manufacturer, serial number, model number, size, performance. Pipe Identification: Refer to Section 09 91 00, PAINTING.
Commissioning Agent will return the marked-up checklist to the Contractor for correction and resubmission. If the Commissioning Agent determines that a significant number of completed checklists for similar equipment are not accurate, the Commissioning Agent will select a broader sample of checklists for review. If the Commissioning Agent determines that a significant number of the broader sample of checklists is also inaccurate, all the checklists for the type of equipment will be returned to the Contractor for correction and resubmission. Refer to SECTION 01 91 00 GENERAL COMMISSIONING REQUIREMENTS for submittal requirements for Pre-Functional Checklists, Equipment Startup Reports, and other commissioning documents. 3.3 CONTRACTORS TESTS A. Contractor tests as required by other sections of Division 23 shall be scheduled and documented in accordance with Section 01 00 00 GENERAL REQUIREMENTS. All testing shall be incorporated into the project schedule. Contractor shall provide no less than 7 calendar days’ notice of testing. The Commissioning Agent will witness selected Contractor tests at the sole discretion of the Commissioning Agent. Contractor tests shall be completed prior to scheduling Systems Functional Performance Testing. 3.4 SYSTEMS FUNCTIONAL PERFORMANCE TESTING: A. The Commissioning Process includes Systems Functional Performance Testing that is intended to test systems functional performance under steady state conditions, to test system reaction to changes in operating conditions, and system performance under emergency conditions. The Commissioning Agent will prepare detailed Systems Functional Performance Test procedures for review and approval by the Resident Engineer. The Contractor shall review and comment on the tests prior to approval. The Contractor shall provide the required labor, materials, and test equipment identified in the test procedure to perform the tests. The Commissioning Agent will witness and document the testing. The Contractor shall sign the test reports to verify tests were performed. See Section 01 91 00 GENERAL COMMISSIONING REQUIREMENTS, for additional details. 3.5 TRAINING OF VA PERSONNEL A. Training of the VA operation and maintenance personnel is required in cooperation with the Resident Engineer and Commissioning Agent. Provide competent, factory authorized personnel to provide instruction to
Do not install any piping within 600 mm (2 feet) of water tube boiler side or top casings. WELDING The contractor is entirely responsible for the quality of the welding and shall: Conduct tests of the welding procedures used on the project, verify the suitability of the procedures used, verify that the welds made will meet the required tests, and also verify that the welding operators have the ability to make sound welds under standard conditions. Perform all welding operations required for construction and installation of the piping systems. Qualification of Welders: Rules of procedure for qualification of all welders and general requirements for fusion welding shall conform with the applicable portions of ASME B31.1, AWS B2.1/B2.1M, AWS Z49.1, and also as outlined below. Examining Welder: Examine each welder at job site, in the presence of the COR, to determine the ability of the welder to meet the qualifications required. Test welders for piping for all positions, including with the axis horizontal (not rolled) and with the axis vertical. Each welder shall be allowed to weld only in the position in which he has qualified and shall be required to identify his welds with his specific code marking signifying his name and number assigned. Examination Results: Provide the COR with a list of names and corresponding code markings. Retest welders who fail to meet the prescribed welding qualifications. Disqualify welders, who fail the second test, for work on the project. Beveling: Field bevels and shop bevels shall be done by mechanical means or by flame cutting. Where beveling is done by flame cutting, surfaces shall be thoroughly cleaned of scale and oxidation just prior to welding. Conform to specified standards. Alignment: Provide approved welding method for joints on all pipes greater than 50 mm (2 inches) to assure proper alignment, complete weld penetration, and prevention of weld spatter reaching the interior of the pipe. Erection: Piping shall not be split, bent, flattened, or otherwise damaged before, during, or after installation. If the pipe temperature falls to 0 degrees C (32 degrees F) or lower, the pipe shall be heated
GENERAL If an installation is unsatisfactory to the COR, the Contractor shall correct the installation at no additional cost or time to the Government. The drawings show the general arrangement of pipe and equipment but do not show all required fittings and offsets that may be necessary to connect pipes to equipment, fan-coils, coils, radiators, etc., and to coordinate with other trades. Provide all necessary fittings, offsets and pipe runs based on field measurements and at no additional cost or time to the Government. Coordinate with other trades for space available and relative location of HVAC equipment and accessories to be connected on ceiling grid. Pipe location on the drawings shall be altered by contractor where necessary to avoid interferences and clearance difficulties. Store materials to avoid excessive exposure to weather or foreign materials. Keep inside of piping relatively clean during installation and protect open ends when work is not in progress. Support piping securely. Refer to PART 3, Section 23 05 11, COMMON WORK RESULTS FOR HVAC. Install convertors and other heat exchangers at height sufficient to provide gravity flow of condensate to the flash tank and condensate pump. Install piping generally parallel to walls and column center lines, unless shown otherwise on the drawings. Space piping, including insulation, to provide 25 mm (1 inch) minimum clearance between adjacent piping and another surface. Unless shown otherwise, slope steam, condensate and drain piping down in the direction of flow not less than 25 mm (1 inch) in 12 m (40 feet). Provide eccentric reducers to keep bottom of sloped piping flat. Locate and orient valves to permit proper operation and access for maintenance of packing, seat and disc. Generally, locate valve stems in overhead piping in horizontal position. Provide a union adjacent to one end of all threaded end valves. Control valves usually require reducers to connect to pipe sizes shown on the drawing. Offset equipment connections to valving off for maintenance and repair with minimal removal of piping. Provide flexibility in equipment connections and branch line take-offs with 3-elbow swing joints where noted on the drawings.
Recheck alignment. Pad-mounted Condensate Pump //or Vacuum Pump//: Level, shim, bolt, and grout the unit base onto the concrete pad. Sump Type Condensate Pump: Apply two coats of asphalt or bituminous compound on the exterior of the receiver tank, and mount level and flush in the floor with waterproofing gaskets and grouting to prevent ground water from entering the building from around the receiver. Coordinate location of thermometer and pressure gauges as per Section 23 22 13, STEAM AND CONDENSATE HEATING PIPING. STARTUP AND TESTING Perform tests as recommended by product manufacturer and listed standards and under actual or simulated operating conditions and prove full compliance with design and specified requirements. Tests of the various items of equipment shall be performed simultaneously with the system of which each item is an integral part. When any defects are detected, correct defects and repeat test at no additional cost or time to the Government. //The Commissioning Agent will observe startup and contractor testing of selected equipment. Coordinate the startup and contractor testing schedules with COR and Commissioning Agent. Provide a minimum notice of 10 working days prior to startup and testing.// Verify that the piping system has been flushed, cleaned and filled. Lubricate pumps before startup. Prime the pump, vent all air from the casing and verify that the rotation is correct. To avoid damage to mechanical seals, never start or run the pump in dry condition. Verify that correct size heaters-motor over-load devices are installed for each pump controller unit. Field modifications to the bearings and or impeller (including trimming) are prohibited. If the pump does not meet the specified vibration tolerance send the pump back to the manufacturer for a replacement pump. All modifications to the pump shall be performed at the factory. //COMMISSIONING Provide commissioning documentation in accordance with the requirements of Section 23 08 00, COMMISSIONING OF HVAC SYSTEMS. Components provided under this section of the specification will be tested as part of a larger system.//
Joint assembly utilizes a flange & sleeve joint connection for diameters 150 to 300 mm (6 to 24 inches). Joint assembly utilizes flanged mating surfaces for diameters 660 to 900 mm (26 to 36 inches). Manufacturer approved sealant will be used on the flange surface. Flanges are joined with a V-band secured by tightening draw bolts. Manufacturer approved sealant will be applied to the channel of the V-band prior to installation. Utilize a manufacturer approved snap-lock gasket connection for diameters 75 to 125 mm (3 to 5 inches). For double wall vents, where exposed to weather, the outer closure band shall be sealed to prevent moisture from entering the space between the walls. All parts exposed to the weather shall be protected by one (1) coat of corrosion and heat resistant base primer and one (1) coat of heat resistant paint unless constructed of 430, 304 or 316 stainless steel. Vent shall terminate in accordance with installation instructions and local codes. STARTUP AND TESTING Perform tests as recommended by product manufacturer and listed standards and under actual or simulated operating conditions and prove full compliance with design and specified requirements. Tests of the various items of equipment shall be performed simultaneously with the system of which each item is an integral part. When any defects are detected, correct defects and repeat test at no additional cost or time to the Government. //The Commissioning will observe startup and contractor testing of selected equipment. Coordinate the startup and contractor testing schedules with COR and Commissioning Agent. Provide a minimum notice of 10 working days prior to startup and testing.// //COMMISSIONING Provide commissioning documentation in accordance with the requirements of Section 23 08 00, COMMISSIONING OF HVAC SYSTEMS. Components provided this section of the specification will be tested as part of a larger system.// DEMONSTRATION AND TRAINING Provide services of manufacturer’s technical representative for //4// // // hour//s// to instruct each VA personnel responsible in operation and maintenance of the system.
3. Boxes shall have adjustable covers. 4. Coverplates shall be removable and the proper depth for and coordinated with the floor coverings and finishes. D. Service fittings: 1. Shall be the low compact type, satinfinished aluminum. 2. Power outlets shall have receptacles as indicated and as specified in Section 26 27 26, WIRING DEVICES. 3. Telecommunications outlets shall have dimensions which are approximately the same as the power outlets. Data, telephone and other telecommunications jacks shall be as required by the applicable specifications. 4. Include mounting, hinged cover, and trim to support and provide access to connector, jack, or receptacle devices mounted flush with floor within insert. SPEC WRITER NOTE: Delete between // // if not applicable to project. Also delete any other item or paragraph not applicable to the section and renumber the paragraphs. PART 3 EXECUTION 3.1 INSTALLATION A. Installation shall be in accordance with the NEC, manufacturers recommendations, and as shown on the drawings. B. Connect the raceways, boxes, and fittings so they are mechanically firm, electrically continuous, and watertight. C. Align, level, and make the raceways parallel to or at right angles with the building walls. D. Level raceways with floor slab, including height adjustments for floor finishes. E. Raceways shall be free from burrs, sharp edges, dents and other defects. F. Cap or plug unused openings with standard fittings. G. Fasten the junction boxes firmly in place to prevent their movement during pouring of the slabs. H. Raceway systems be supported at not more than 1500 mm (five feet) on centers. I. Specific methods of installing the raceways shall be demonstrated to and approved by the //Resident Engineer// //COTR// prior to performing the installation.
flooding. Designer shall show circuits on the drawings. //D. Manhole Lighting: Provide NEMA 3R lighting switch mounted no more than 600 mm (2 feet) from top of ladder and a 27 W compact fluorescent wet location light fixture in manhole. Provide dedicated 20 mm (0.75 inch) direct-buried conduit and conductors to nearest electrical panelboard.// //E. Sump Pump: Provide 120V cord and plug connected sump pump complete with float switch, thermal overload protection, and GFCI receptacle mounted in NEMA 3R boxes in manhole. Provide dedicated 20 mm (0.75 inch) conduit and conductors to nearest electrical panelboard.// 3.2 TRENCHING A. Refer to //Section 31 20 00, EARTH MOVING// //Section 31 20 11 EARTH MOVING (SHORT FORM)// for trenching, backfilling, and compaction. B. Before performing trenching work at existing facilities, a Ground Penetrating Survey shall be carefully performed by a certified technician to reveal all existing underground ducts, conduits, cables, and other utility systems. C. Work with extreme care near existing ducts, conduits, and other utilities to avoid damaging them. D. Cut the trenches neatly and uniformly. E. For Concrete-Encased Ducts: 1. After excavation of the trench, stakes shall be driven in the bottom of the trench at 1.2 M (4 feet) intervals to establish the grade and route of the duct bank. 2. Pitch the trenches uniformly toward manholes or both ways from high points between manholes for the required duct line drainage. Avoid pitching the ducts toward buildings wherever possible. 3. The walls of the trench may be used to form the side walls of the duct bank, provided that the soil is selfsupporting and that the concrete envelope can be without soil inclusions. Forms are required where the soil is not selfsupporting. 4. After the concrete-encased duct has sufficiently cured, the trench shall be backfilled to grade with earth, and appropriate warning tape installed. F. Individual conduits to be installed existing paved areas and roads that cannot be disturbed shall be jacked into place using rigid metal conduit, or bored using plastic utilities duct or PVC conduit, as approved by the //Resident Engineer// //COR//.
DEMONSTRATION AND TRAINING Provide services of manufacturer’s technical representative for //4// // // hour//s// to instruct each VA personnel responsible in operation and maintenance of the system. //Submit training plans and instructor qualifications in accordance with the requirements of Section 33 08 00, COMMISSIONING OF SITE UTILITY SYSTEMS.// SPEC WRITER NOTE: The following paragraphs are provided for design direction of the system. Delete Appendix I and Appendix II from this section and design the project system to meet the site conditions. APPENDIX I – ALLOWABLE SITE CHARACTERISTICS FOR CONCRETE SHALLOW TRENCH APPLICATION ALLOWABLE SITE CHARACTERISTICS FOR CONCRETE SHALLOW TRENCH APPLICATION (SEE NOTE 1) SITE CONDITION GENERAL CONDITIONS OF GROUND WATER DURING THE WETTEST PERIOD OF THE YEAR SURFACE WATER ACCUMULATION RAINFALL/ IRRIGATION TRENCH CONSTRUCTION A. Fine grained impervious or semi pervious and coarse grained impervious Water table generally 300 mm (1 foot) below lowest point of water entry (See Note 5) with not more than 25% of the length of the proposed concrete trench system showing water within 300 mm (1 5 - 7 day rainfall equal to or less than 250 mm (10 inches). (See Note 2) Continuous wall and bottom.
foot) of the lowest point of water entry. B. Coarse grained semi pervious and pervious (See Note 2) Same as for A. above. 5 years - 7 day rainfall equal to or less than 250 mm (10 inches). Same as for A. above Water table generally 600 mm (2 feet) or more below point of water entry with not more than 10% of the length of trench system showing water within 600 mm (2 feet) but not closer than 300 mm (1 foot) to lowest point of water entry. 5 years - 7 day rainfall equal to or less than 200 mm (8 inches). (See Note 2) Continuous wall; openings may be provided in trench bottom to provide drainage. C. Swelling soils (See Note 3) Same as for A. Same as for A. above. Same as for A. above plus design of joint spacing and joint details to accommodate movement.
Kent. To help us monitor and achieve this objective, job applicants and through periodic requests, current staff, are asked to provide specific information so that we have an accurate picture of our workforce and can check that our employment practices do not unlawfully discriminate. The information you give is confidentially managed and does not affect your job application. The Monitoring Form is removed prior to shortlisting and is not seen by recruiting managers. It will greatly assist us if you provide as much information as possible, but you are not obligated to do so. White British Irish Any other White background (please specify) White and Black Caribbean White and Black African White and Asian Any mixed background (please specify) Asian or Asian British Indian Pakistani Bangladeshi Any other Asian background (please specify) Black or Black British Caribbean African Any Black background (please specify) Chinese Any other Ethnic Group Please specify
VA Grant - spend profile Can you confirm that where funding is not being allocated over more than one financial year, the project will be finalised within the financial year of approval: Yes No Indicate below the expected spend profile of governors’ aided expenditure (give the month the claim is expected to be paid, not the month the work is carried out). The Department for Education has not yet published details of capital allocations after March 2015. Our advice is that all funding should be committed into 2014-15. If funding is committed into future years we cannot guarantee this funding will be paid. Total phasing of governor’s aided expenditure in each financial year Section 8: Certification
RELATED REQUIREMENTS SPEC WRITER NOTE: Update and retain references only when specified elsewhere in this section. Tests, Operations and Storage Areas, and Instructions: Section 01 00 01, GENERAL REQUIREMENTS. Communications System: Section 27 05 26, GROUNDING AND BONDING FOR COMMUNICATIONS SYSTEMS, Section 27 05 33, CONDUITS AND BACKBOXES FOR COMMUNICATIONS SYSTEMS, Section 27 10 00, STRUCTURED CABLING, Section 27 11 00 COMMUNICATIONS EQUIPMENT ROOM FITTINGS, Section 27 51 23, INTERCOMMUNICATIONS AND PROGRAM SYSTEMS. Security Systems: Section 28 10 00, ACCESS CONTROL, Section 28 20 00, VIDEO SURVEILLANCE, Section 28 31 00, INTRUSION DETECTION, Section 28 46 00, FIRE DETECTION AND ALARM. PREINSTALLATION MEETINGS Conduct preinstallation meeting // at project site // minimum 30 days before beginning Work specified in // Division 27 // and // Division 28 //. SPEC WRITER NOTE: Edit participant list to ensure entities influencing outcome attend. Required Participants: Contracting Officer's Representative (COR). VA AHJ SMCS 07A2, for special communications systems. // Architect/Engineer. // // Inspection and Testing Agency. // Contractor. Installer. // Field representative. // Other installers responsible for adjacent and intersecting work, including electrical installer. SPEC WRITER NOTE: Edit meeting agenda to incorporate project specific topics. Meeting Agenda: Distribute agenda to participants minimum 3 days before meeting. Installation schedule.
813.972.2000, ext. 5174 Security Specialist 813.972.2000, ext. 6455 FOR TMS CONCERNS: Main Point-of-Contact: Erika Barr JAHVH Medical Education Coordinator 813.972.2000, ext. 2197 After hours/weekends: National TMS Help Desk 866.496.0463 FOR COMPUTER ACCOUNT/ACCESS CONCERNS: Main Point-of-Contact: Erika Barr JAHVH Medical Education Coordinator 813.972.2000, ext. 2197 Alternate Point-of-Contact (after hours/weekends): National Service Desk (NSD) 813.972.2000, ext. 6108
Remarks of Secretary Robert McDonald (As Prepared) for the Disabled American Veterans August 9, 2014, Las Vegas, Nevada Joe Johnston, thank you for that kind introduction—and to all of you here in Las Vegas, thank you for that warm welcome. This is an important conference at an important moment in VA’s history. And it is an honor and a privilege to give my first address as Secretary to Disabled American Veterans. I first met Joe Johnston, along with Randy Reese and Ed Hartman about four weeks ago at a benefit in Cincinnati, not far from where Judge Robert Marx founded DAV. Joe, Randy, Ed—and more—were there supporting the National Multiple Sclerosis Society, and me. Joe, it was a real pleasure to talk with you that evening. I’m really glad to see you again here. Congratulations on your tremendous work for Veterans this past year as DAV’s National Commander. With your great leadership—most recently through some difficult and turbulent times—DAV has kept its focus squarely on Veterans and what is best for them, just as it has since 1920. DAV’s contributions to VA reform discussions on Capitol Hill and across the Nation have been of great help—without ever compromising the strong support and confidence you have given to VA for so long. Moving forward, that sort of counsel is going to remain invaluable to me, and I look forward to hearing it. Thank you.
Vision Australia supports and endorses the ARG response that timely and reliable assistance from platform staff will only be possible at stations that have platform staff in attendance. Many platforms and stations are unstaffed for much of the day. There is no guarantee of funding for the extra platform staff that would be needed during operational hours to ensure reliable boarding and alighting over the 30 year service life of the NGR. Lack of consultation at the design and procurement stage of the NGR project has led to a situation where there are now safety concerns for people who are blind or have low vision attempting to access the NGR trains. People who are blind or have low vision often feel more vulnerable when using public transport, and the knowledge that they are not readily seen or assisted by the guard will increase these feelings of vulnerability, especially at those stations where, and at times when, platform assistance is not available. Financial or other hardship which will be incurred if the exemptions are not granted Vision Australia supports and endorses the response of the ARG in rejecting the Applicants claim of financial hardship. If consultation with the disability sector had been undertaken at the design and procurement stage of the NGR project, the Applicant would not now face the costs associated with retro-fitting NGR trains to achieve compliance. Rejection of the application Vision Australia fully supports and endorses the ARG submission that for many reasons, temporary exemptions from the DDA/DSAPT are not watt anted, and asks that the AHRC refuse to grant the application.
Strategic Resolution Experts VA119A-17-D-0113 126 E Burke St. Martinsburg, WV 25401 2,3 TechMis VA119A-17-D-0090 12208 Woodlands Circle Dade City, FL 33525 1 Technical Assent, LLC VA119A-17-D-0141 1400 Key Blvd, Ste 100 Arlington, VA 22209 5,6 TechOp Solutions International Inc. VA119A-17-D-0105 167 Cherry Hill Dr. Stafford VA 22556 1 TechWerks LLC VA119A-17-D-0105 626 W Sigwalt St Arlington Heights, IL 60005 3 The Arcanum Inc. VA119A-17-D-0139 116 Inverness Dr. E, Suite 290 Englewood, Colorado 80112 1 The Severson Group VA119A-17-D-0112 2218 Faraday Avenue, Suite #120 Carlsbad CA 92008 6 Thor Solutions VA119A-17-D-0110 2900 S. Quincy Street, Suite 100 Arlington, VA 1,2 Totally Joined For Achieving Collaborative Techniques (TJFACT), LLC VA119A-17-D-0100 50 Hurt Plaza S.E., Suite 1600 Atlanta, GA 30303 3,5 Training Technologies and Support VA119A-17-D-0111 1931 Woodridge Drive Leavenworth, KS 3 Veterans EZ Info Inc. (VetsEZ) VA119A-17-D-0096 1901 1st Avenue, 192 San Diego, CA 92101 1,2,3 Worldwide Counter Threat Solutions, LLC VA119A-17-D-0101 1235 Central Park Boulevard Fredericksburg, VA 22401 1,3 Z-Tech Solutions VA119A-17-D-0138 17650 Possum Point Rd., Suite C-6-C Dumfries, VA 22026 1
offers leadership in the interests of better camping for all, and, most importantly, has fun. The intent is for the award to be special indeed, rather than become routine every year, reflecting the unique qualities of S. Cooper Dawson Jr. who inspired the award. ACA, Virginias Distinguished Service Award The Virginias Distinguished Service Award is awarded annually by the ACA, Virginias to an individual who has given outstanding leadership and service to camping and to the Virginias area for at least five (5) years. To qualify, the individual must have demonstrated the following: Outstanding service to the Virginias through participation in programs, events, and the work of the section; devotion of time above and beyond the normal volunteer commitment; and ongoing, active volunteer service in the section. Leadership on the Leadership Council/board of directors, committee, regional or national role. ACA, Virginias Outstanding Service Award This award is presented to a member who has given outstanding service in a specific role or service to the Virginias. ACA, Virginias Membership Recruitment Award This award is presented to a member who has given outstanding service in the area of ACA membership recruitment. ACA, Virginias Rookie of the Year Award This award is presented to a person with five or fewer years of ACA membership who has demonstrated through service to the Virginias, outstanding potential for future professional leadership. ACA, Virginias Green Camp Award This award is presented to any camp (with any number of years of ACA membership) who has demonstrated through service, programming, events, facilities, and to the Virginias membership their concern for the environment, stewardship, and environmental education.
Good Client refused Fair Data not collected DISABLING CONDITION Clients] No Client doesn’t know Yes Client refused Data not collected PHYSICAL DISABILITY required for SSVF] No Client doesn’t know Yes Client refused Data not collected IF “YES” TO PHYSICAL DISABILITY – SPECIFY Expected to be of long-continued and indefinite duration and substantially impairs ability to live independently? No Client doesn’t know Yes Client refused Data not collected DEVELOPMENTAL DISABILITY required for SSVF] No Client doesn’t know Yes Client refused Data not collected IF “YES” TO DEVELOPMENTAL DISABILITY – SPECIFY Expected to substantially impair ability to live independently? No Client know Yes Client refused Data not collected CHRONIC HEALTH CONDITION required for SSVF] No Client know Yes Client refused Data not collected IF “YES” TO CHRONIC HEALTH CONDITION – SPECIFY Expected to be of long-continued and indefinite duration and substantially impairs ability to live independently? No Client doesn’t know Yes Client refused Data not collected HIV-AIDS required for SSVF] No Client doesn’t know Yes Client refused Data not collected
HUD-VASH Exit Information [HUD-VASH only] Case Management Exit Reason ○ Accomplished goals and/or obtained services and no longer need CM ○ Transferred to another HUD-VASH program site ○ Found/chose other Housing ○ Did not comply with HUD-VASH CM ○ Eviction and/or other Housing related issues ○ Unhappy with HUD-VASH housing ○ No longer financially eligible for HUD-VASH Voucher ○ No longer interested in participating in this program ○ Veteran cannot be located ○ Veteran too ill to participate at this time ○ Veteran is incarcerated ○ Veteran is deceased ○ Other (specify)_______________________ CONTACT INFORMATION [Optional- can be entered in Location Tab] Phone Number Email Current Address (if applicable) Street City State Zip Code Signature of applicant stating all information is true and correct Date
CLARITY HMIS: VA SERVICES STATUS FORM (HUD VASH, SSVF, GPD) Use block letters for text and bubble in the appropriate circles. Please complete a separate form for each household member. CLIENT NAME OR IDENTIFIER:__________________________________________________ PROJECT STATUS DATE​ Clients] Month Day Year CLIENT LOCATION [only if multiple CoC’s] ______________________ CONNECTION WITH SOAR of Households and Adults, SSVF only] SOAR ○ No ○ Client doesn’t know ○ Yes ○ Client refused ○ Data not collected IN PERMANENT HOUSING Housing Projects, for Heads of Households] ○ No ○ Yes IF “YES” TO PERMANENT HOUSING Housing Move-in Date ____/____/__________ DISABLING CONDITION Clients] ○ No ○ Client doesn’t know ○ Yes ○ Client refused ○ Data not collected PHYSICAL DISABILITY required for SSVF] ○ No ○ Client doesn’t know ○ Yes ○ Client refused ○ Data not collected IF “YES” TO PHYSICAL DISABILITY – SPECIFY Expected to be of long-continued and indefinite duration and substantially impairs ability to live independently? ○ No ○ Client know ○ Yes ○ Client refused ○ Data not collected DEVELOPMENTAL DISABILITY required for SSVF] ○ No ○ Client doesn’t know ○ Yes ○ Client refused ○ Data not collected IF “YES” TO DEVELOPMENTAL DISABILITY – SPECIFY
Expected to substantially impair ability to live independently? ○ No ○ Client doesn’t know ○ Yes ○ Client refused ○ Data not collected CHRONIC HEALTH CONDITION required for SSVF] ○ No ○ Client doesn’t know ○ Yes ○ Client refused ○ Data not collected IF “YES” TO CHRONIC HEALTH CONDITION – SPECIFY Expected to be of long-continued and indefinite duration and substantially impairs ability to live independently? ○ No ○ Client doesn’t know ○ Yes ○ Client refused ○ Data not collected HIV-AIDS required for SSVF] ○ No ○ Client doesn’t know ○ Yes ○ Client refused ○ Data not collected IF “YES” TO CHRONIC HEALTH CONDITION – SPECIFY Expected to substantially impair ability to live independently? ○ No ○ Client doesn’t know ○ Yes ○ Client refused ○ Data not collected MENTAL HEALTH PROBLEM required for SSVF] ○ No ○ Client doesn’t know ○ Yes ○ Client refused ○ Data not collected IF “YES” TO MENTAL HEALTH PROBLEMS – SPECIFY Expected to be of long-continued and indefinite duration and substantially impairs ability to live independently? ○ No ○ Client doesn’t know ○ Yes ○ Client refused ○ Data not collected SUBSTANCE ABUSE PROBLEM required for SSVF] ○ No ○ Both alcohol & drug abuse ○ Alcohol abuse ○ Client doesn’t know ○ Client refused ○ Drug ○ Data not collected IF “ALCOHOL ABUSE” “DRUG ABUSE” OR “BOTH ALCOHOL AND DRUG ABUSE”– SPECIFY Expected to be of long-continued and indefinite duration and substantially impairs ability to live independently? ○ No ○ Client know ○ Yes ○ Client refused ○ Data not collected DOMESTIC VIOLENCE VICTIM/SURVIVOR of Household and Adults, not required for SSVF] ○ No ○ Client doesn’t know ○ Yes ○ Client refused ○ Data not collected IF “YES” TO DOMESTIC VIOLENCE WHEN EXPERIENCE OCCURRED
Yes No Private Pay Health Insurance Yes No Indian Health Services Program Yes No – Specify: __________________________________________ Do you have a disabling condition? Yes No Client Know Client Refused Data Not Collected Disability Type Expected to be of long-continued and indefinite duration and substantially impairs ability to live independently Documentation of the disability and severity on file? Currently Receiving Treatment or Services? Physical Yes No Client Doesn’t Know Client Refused Yes No Client Doesn’t Know Client Refused  Yes No  Yes No Developmental Yes No Client Doesn’t Know Client Refused Yes No Client Doesn’t Know Client Refused  Yes No  Yes No Chronic Health Condition Yes No Client Doesn’t Know Client Refused Yes No Client Doesn’t Know Client Refused  Yes No  Yes No HIV/AIDS Yes No Client Doesn’t Know Client Refused Yes No Client Doesn’t Know Client Refused  Yes No  Yes No Mental Health Problem Yes No Client Doesn’t Know Client Refused Yes No Client Know Client Refused  Yes No  Yes No Alcohol Abuse Yes No Client Know Client Refused Yes No Client Doesn’t Know Client Refused  Yes No  Yes No Drug Yes No Client Know Client Refused Yes No Client Know Client Refused  Yes No  Yes No Both Alcohol and Drug Yes No Client Doesn’t Know Client Refused Yes No Client Doesn’t Know Client Refused  Yes No  Yes No
Physical Yes No Client Doesn’t Know Client Refused Yes No Client Doesn’t Know Client Refused  Yes No Developmental Yes No Client Doesn’t Know Client Refused Yes No Client Doesn’t Know Client Refused  Yes No Chronic Health Condition Yes No Client Doesn’t Know Client Refused Yes No Client Doesn’t Know Client Refused  Yes No HIV/AIDS Yes No Client Doesn’t Know Client Refused Yes No Client Doesn’t Know Client Refused  Yes No Mental Health Problem Yes No Client Doesn’t Know Client Refused Yes No Client Know Client Refused  Yes No Alcohol Yes No Client Doesn’t Know Client Refused Yes No Client Doesn’t Know Client Refused  Yes No Drug Abuse Yes No Client Doesn’t Know Client Refused Yes No Client Know Client Refused  Yes No Both Alcohol and Drug Abuse Yes No Client Doesn’t Know Client Refused Yes No Client Doesn’t Know Client Refused  Yes No
[Use Style “Heading 1”] [Use Style “Subtitle”] Month DD, YYYY | Division Name [Use Style “Details”] FOR INTERNAL USE ONLY Section Header [Use Style “Heading 2”] [Use Style “Heading 3”] [Use Style “Normal” for body text] Lorem ipsum dolor sit amet, consectetur adipiscing elit. Phasellus libero risus, aliquet vitae maximus sit amet, porttitor ut mi. Quisque fringilla magna ipsum, eget rutrum nisl molte.
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Table [Use Style “Caption”] [Use Style “Table Heading”] [Use Style “Table Heading”] [Use Style “Table Heading”] [Use Style “Table Cell”] [Use Style “Table Cell”] [Use Style “Table Cell”] [Use Style “Table Cell”] [Use Style “Table Cell”] [Use Style “Table Cell”]
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[Use Style “Normal” for body text] Lorem ipsum dolor sit amet, consectetur adipiscing elit. Phasellus libero risus, aliquet vitae maximus sit amet, porttitor ut mi. Quisque fringilla magna ipsum, eget rutrum nisl molte. [Use Style “Heading 4”] [Use Style “Normal” for body text] Lorem ipsum dolor sit amet, consectetur adipiscing elit. Phasellus libero risus, aliquet vitae m Table 1 [Use Style “Caption”] [Use Style “Table Heading”] [Use Style “Table Heading”] [Use Style “Table Heading”] [Use Style “Table Cell”] [Use Style “Table Cell”] [Use “Table Cell”] [Use Style “Table Cell”] [Use Style “Table Cell”] [Use Style “Table Cell”] Figure 1 [Use Style “Caption”] Appendix Header [Use Style “Heading 2”]
Table of Contents [Use Style “TOC Heading”] Section Header [Use Style “Heading 2”] 1 1 [Use Style “Heading 3”] 1 1.1 [Use Style “Heading 4”] 1 1.1.1 [Use Style “Heading 5”] 1 2 [Use Style “Heading 2”] 1 Appendix Header [Use Style “Heading 2”] 1
OFFICE OF INFORMATION AND TECHNOLOGY [Use Style “Heading 1”] [Use Style “Subtitle”] Month DD, YYYY | Division Name [Use Style “Details”] FOR INTERNAL USE ONLY Section Header [Use Style “Heading 2”] [Use Style “Heading 3”]
Table of Contents [Use Style “TOC Heading”] Section Header [Use Style “Heading 2”] 1 1 [Use Style “Heading 3”] 1 1.1 [Use Style “Heading 4”] 1 1.1.1 [Use Style “Heading 5”] 1 2 [Use Style “Heading 3”] 2 2.1 [Use Style “Heading 4”] 2 Appendix Header [Use Style “Heading 2”] 3
Table of Contents [Use Style “TOC Heading”] Section Header [Use Style “Heading 2”] 1 1 [Use Style “Heading 3”] 1 1.1 [Use Style “Heading 4”] 1 1.1.1 [Use Style “Heading 5”] 1 2 [Use Style “Heading 3”] 2 2.1 [Use Style “Heading 4”] 2 Appendix Header [Use Style “Heading 2”] 3
[Use Style “Heading 3”] [Use Style “Normal” for body text] Lorem ipsum dolor sit amet, consectetur adipiscing elit. Phasellus libero risus, aliquet vitae maximus sit amet, porttitor ut mi. Quisque fringilla magna ipsum, eget rutrum nisl molte. [Use Style “Heading 4”] [Use Style “Normal” for body text] Lorem ipsum dolor sit amet, consectetur adipiscing elit. Phasellus libero risus, aliquet vitae m Table 1 [Use Style “Caption”] [Use Style “Table Heading”] [Use Style “Table Heading”] [Use Style “Table Heading”] [Use Style “Table Cell”] [Use Style “Table Cell”] [Use Style “Table Cell”] [Use Style “Table Cell”] [Use Style “Table Cell”] [Use Style “Table Cell”] Figure 1 [Use Style “Caption”]
Table [Use Style “Caption”] [Use “Table Heading”] [Use “Table Heading”] [Use Style “Table Heading”] [Use Style “Table Cell”] [Use Style “Table Cell”] [Use Style “Table Cell”] [Use Style “Table Cell”] [Use Style “Table Cell”] [Use Style “Table Cell”]
Table 1 [Use Style “Caption”] [Use Style “Table Heading”] [Use Style “Table Heading”] [Use Style “Table Heading”] [Use Style “Table Cell”] [Use “Table Cell”] [Use Style “Table Cell”] [Use Style “Table Cell”] [Use Style “Table Cell”] [Use Style “Table Cell”]
Table [Use Style “Caption”] [Use Style “Table Heading”] [Use Style “Table Heading”] [Use “Table Heading”] [Use Style “Table Cell”] [Use Style “Table Cell”] [Use Style “Table Cell”] [Use Style “Table Cell”] [Use “Table Cell”] [Use “Table Cell”]
Table 1 [Use Style “Caption”] [Use Style “Table Heading”] [Use Style “Table Heading”] [Use Style “Table Heading”] [Use “Table Cell”] [Use Style “Table Cell”] [Use Style “Table Cell”] [Use Style “Table Cell”] [Use Style “Table Cell”] [Use Style “Table Cell”]