Facility Design Guidelines - Facilities Management - University of ...

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Minimum inside size for drop inlets shall be 24” with up to 18” pipe diameter and 4-feet maximum depth. Minimum inside size of drop inlet shall be 48” for pipe size larger than 18” pipe diameter or greater than 4-feet depth. Area drains, cleanouts and yard drains installed with minimum pipe size and cover shall use shallow cast iron fittings or heavy-duty HS 20.traffic rated fittings installed in concrete pad at surface. VDOT standard structures are to be used except where not practical. The intent of this requirement includes minimal dimensions as accessibility for maintenance. In historic precincts or locations, smaller dimensioned structures will require approval on a caseby-case basis by Facilities Management. SW 4 SITE DRAINAGE SYSTEMS 108
SW 5 SITE PLUMBING AND PIPING SYSTEMS SW 5.1 SEWER PIPING Piping diameter size shall be a minimum of 4" for laterals and 8” for mains. Provide a 3'- 0" minimum ground cover. Sewer piping shall be located as approved by the Facilities Management Department of Utilities and other applicable authorities when located in streets, right-of-ways or easements not on University property. Sewer piping shall not be located within areas of flooding or drainage channels. See SITEWORK SW 1.1 Introduction. Every effort shall be made for domestic waterlines to cross above sanitary sewer in accordance with applicable code requirements. If site conditions do not allow this to happen, domestic water lines may cross under sanitary sewers constructed with jointless or welded joint pipe in accordance with code, supported for twenty feet on either side and tested for leaks at 50-psi internal pressure. Pipe shall be cast iron (CI), ductile iron (DI), H2, HDPE pressure pipe or solvent weld jointed PVC, Schedule 40. (At Heat Plant, HDPE or PVC Pipe is not permitted). Minimum slope of piping shall result in self-cleaning velocity (2 fps minimum) for the diameter of piping used. Sewer piping on a 20% slope or greater shall be secured with concrete anchors. SW 5.2 SEWER MANHOLES Provide a sanitary sewer manhole adjacent to all buildings to which laterals (maximum 20-feet length) from building are preferably connected directly. Provide a clean out at the building for a lateral longer than 20-feet, not to exceed 50-feet maximum. Manholes shall occur at a change in direction and at a maximum of 200 feet in a straight run. Manholes shall have a minimum 48” inside diameter with flow troughs at bottom. Manhole frame and cover shall be heavy-duty traffic rated, providing a minimum 24” clear opening for access. Manholes with an invert change of 18” or two times the inlet pipe inside diameter, whichever is greater, shall be provided with drop piping outside the manhole. Pipe connections to manholes shall be made with flexible rubber boots. At existing manhole install sleeve for connection. Use flexible rings, mechanical clamps, grout and water stop for a leak-proof connection. Precast manhole joints (inside and outside) shall be filled with non-shrink grout and finished smooth. Manholes shall be coated from inside with vapor/moisture penetration THIS PAGE INTENTIONALLY LEFT BLANK 109
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FACILITY DESIGN GUIDELINES Universi
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Facility Design Guidelines Universi
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TABLE OF CONTENTS GR 1 GENERAL REQU
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GR 10.1 ARCHITECT/ENGINEER RESPONSI
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SW 5.2 SEWER MANHOLES .............
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BSRV 3.4 STORM AND SANITARY WASTE S
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GR 1.2.3 UNIVERSITY PROJECT MANAGER
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4) Facilities shall be designed so
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GR 3.1.1 LIFE SAFETY CODE The requi
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5) Grounds buildings with other spe
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Facilities Management Operations &
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Development Office, Facilities Mana
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design of all University projects.
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GR 3.15.2 ASBESTOS REMOVAL All ACM
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contracted for by the University, a
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Submit building permits electronica
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U.S. EPA and the Virginia Departmen
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GR 4.6 STORMWATER MANAGEMENT/EROSIO
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GR 5 FUNCTIONAL AND SPACE PLANNING
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2) Second offices are rarely permit
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University of Virginia Office Alloc
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15'-0" · Dean A Dean’s office sh
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· Academic Senior Staff · Adminis
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· Academic Full-time Non-Tenure Tr
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· Academic: Emeritus Faculty (Acti
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· Academic Graduate TA / RA · Stu
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Conference / Meeting Room · 8 Seat
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Conference / Meeting Room · 28 Sea
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CADD files are submitted they shall
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GR 5.2.7 FALL HAZARDS Structures sh
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7) Does landscaping contribute to s
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2) Power accessible to selected cam
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3) When determining whether card re
Page 70 and 71: (4) Squadron connectors (V100, V200
Page 72 and 73: assembly as illustrated in Figure 8
Page 74 and 75: Telecommunications rooms/closets sh
Page 76 and 77: For more information on UVA Recycli
Page 78 and 79: GR 6.2.2 PARKING LOTS UTILIZING SEL
Page 80 and 81: GR 7 SCHEDULING AND CONSTRUCTION CO
Page 82 and 83: a policy regarding Conflicts of Int
Page 84 and 85: GR 10 CONSTRUCTION REQUIREMENTS AND
Page 86 and 87: GR 10.6 SUBMITTALS Division 1, Gene
Page 88 and 89: University Grounds. The Director of
Page 90 and 91: GR 10.17 PROGRESSIVE CONSTRUCTION C
Page 92 and 93: GR 11 PROJECT CLOSE-OUT REQUIREMENT
Page 94 and 95: 10) Schedules on contractor’s As-
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Page 99 and 100: 8) A design review process involvin
Page 101 and 102: HP 1.3 BUILDINGS BY PRESERVATION PR
Page 106 and 107: with the building committee to cons
Page 108 and 109: Clean fill, other than that used fo
Page 110 and 111: SW 3 SITE DEVELOPMENT SW 3.1. PLANT
Page 112 and 113: SW 3.2.2 ILLUMINATION REQUIREMENTS
Page 114 and 115: SW 3.3 SIGNAGE Owner will install a
Page 116 and 117: SW 3.5 SIDEWALKS The Office of the
Page 118 and 119: SW 4 SITE DRAINAGE SYSTEMS SW 4.1 B
Page 122: preventing epoxy coating, and from
Page 125 and 126: BE 1 BUILDING ENVELOPE BE 1.1 GENER
Page 127 and 128: BE 1 BUILDING ENVELOPE Excluding pu
Page 129 and 130: Rooftops equipped as described abov
Page 131 and 132: BE 3 EXTERIOR ENCLOSURE BE 3.1 EXTE
Page 133 and 134: BE 3.1.5 VENEER MASONRY Face brick
Page 135 and 136: BE 3.3 EXTERIOR WINDOWS BE 3.3.1 GE
Page 137 and 138: BE 4 ROOFING BE 4.1 ROOFING POLICY
Page 139 and 140: BE 4.1.5.1 PRE-PROPOSAL/PRE-BID CON
Page 141 and 142: BE 4.1.8 SMACNA ARCHITECTURAL SHEET
Page 143 and 144: BE 4.2.1.2 WIND UPLIFT Complete roo
Page 145 and 146: oof, with a granule-surfaced modifi
Page 147 and 148: BE 4.3.2.1 DEFINITIONS 4) Vegetated
Page 149 and 150: BE 4.3.2.8 IRRIGATION BE 4.3.2.9 IN
Page 151 and 152: 2) All wood blocking and panel mate
Page 153 and 154: BE 4.4.2 SNOW GUARDS 1) Snow guards
Page 157 and 158: INT 1 INTERIORS -GENERAL INFORMATIO
Page 159 and 160: Cross rails are required in glazed
Page 161 and 162: INT 2.2.5 HINGES Doors wider than 3
Page 163 and 164: ) 33A/35A series: E360L, lever hand
Page 165 and 166: INT 2.3.3.1 SOAP DISPENSERS INT 2.3
Page 167 and 168: INT 3 INTERIOR FINISHES INT 3.1 WAL
Page 169: INT 3.2.6 RESILIENT BASE INT 3.2.7
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BSRV 1 BUILDING SERVICES GENERAL BS
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BSRV 1.5 IDENTIFICATION See BUILDIN
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BSRV 1.11.3 STARTUP AND CLOSE OUT P
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4) Functional operation of after-ho
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BSRV 2.2.2 CONTROL SYSTEMS Elevator
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BSRV 3 PLUMBING BSRV 3.1 DOMESTIC W
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valved off for the 200 psig test. T
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Pumped discharge lines from sewage
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BSRV 4 HEATING, VENTILATION, AND AI
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c) For any Occupancy/Use not shown
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e) The construction documents shall
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BSRV 4.1.4 TESTING AND BALANCING Al
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BSRV 4.2 MECHANICAL LOCATION AND EQ
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All shut off valves on chilled wate
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5) NOTE REGARDING ELECTRIC RESISTAN
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steam. Valves for MTHW shall be ade
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BSRV 4.3.3.7 BOILERS BSRV 4.3.4 CON
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BSRV 4.4.2 FIRE AND SMOKE DAMPERS T
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4) Location and identification of t
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BSRV 4.4.6 DISTRIBUTION, GENERAL EX
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Proprietary variable volume fume ho
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Space cooling systems that have to
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BSRV 4.5.4 CONTROLS Condenser water
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BSRV 5 FIRE PROTECTION SYSTEMS BSRV
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1) Final hydraulic calculations for
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BSRV 5.3.2 SPECIFICATIONS 4) Provid
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BSRV 6 ELECTRICAL SYSTEMS BSRV 6.1
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BSRV 6.1.3.2 TERMINATIONS BSRV 6.1.
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BSRV 6.2.3 PANELBOARDS, SWITCHGEAR
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(LFMC) not exceeding 6 feet in leng
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10) Fluorescent, LED or metal halid
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4) Patient room/exam room fixtures
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A. Underwriters Laboratories under
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BSRV 6.3.4 SECURITY Cable televisio
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1) Quantity and location of the aud
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NFPA 72. The services shall include
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5) Location of all transformers, pa
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Critical safeties on HVAC systems s
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i) Acceptable Systems (1) Johnson C
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APPENDIX A - FIGURES 240
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Minimum Superimposed Loads for Desi
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Figure 8 APPENDIX A - FIGURES 254
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Figure 10 - Not Used APPENDIX A - F
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LEGEND OPERATION TO ELEVATOR RECALL
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COMPONENT COORDINATION (scope of wo
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Figure 27 APPENDIX B - ROOF INSPECT
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ii) Authorize deviations from the C
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shall identify such anomalies and e
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ROOFING FORMS Standard DGS forms an
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Approved Meters display. Turbine an
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Oil · Siemens SITRANS F series App
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GUIDELINES FOR HYDRAULIC ELEVATORS
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· Selective collective/single butt
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· Phase II operating instructions
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or if any hoistway door or car door
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Ambient temperature requirements (e
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Training shall be provided for a de
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APPENDIX E - SECURITY REFERENCES FI
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Figure 2- SQUADRON CONTROLS IN ENCL
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Sketch B- SINGLE DOOR WITH ELECTRIC
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Sketch D- SINGLE DOOR WITH LATCH RE
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Sketch F- SINGLE DOOR WITH ADA & LA
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Sketch H- DOUBLE DOOR WITH ELECTRIC
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Sketch J- DOUBLE DOOR WITH LATCH RE
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Sketch L- DOUBLE DOOR WITH ADA, LAT
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Sketch N- RESIDENCE ROOM AD400 LOCK
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Sketch P- WIRELESS LOCK WITH HORN,
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Sketch R - DOUBLE DOOR WITH ADA, ST
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2) Natural Surveillance Natural sur
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· Maintained premises and landscap
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