1-SE-701.pdf
PDF 4 MB Posted
- Solicitation number
- 36C24224R0071
About this file
This document appears to be an engineering drawing and specification for seismic bracing details related to a new emergency department construction project at the Stratton VA Medical Center in Albany, NY.
The key details include:
- The project scope involves construction of a new emergency department addition to the main hospital, including demolition, site work, general construction, mechanical/plumbing/electrical/fire protection systems, and installation of equipment.
- The contract has a period of performance of 550 calendar days, with the successful contractor required to start work within 15 days of the notice to proceed.
- The contractor must provide a full-time, OSHA-certified superintendent dedicated solely to this project.
- The contractor is required to use the VISN 2 Autodesk Build construction management platform for all official project communication and collaboration, including RFIs, submittals, schedules, and other documents. Training on this platform must be completed within 12 calendar days of access being granted.
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Text version
HYMAN
HAYES
ASSOCIATES
800 TROY-SCHENECTADY
ROAD, STE 103
LATHAM, NY 12110
(518) 452-3470 www.hymanhayes.com
ENGINEERING LLP
FE PROJECT NO: 19-181
22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481; fx 855-320-8735
181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704; fx 855-320-8735 www.fellp.com
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
6/
/2
:3 9:
P
M
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
528-809
Project Director
AUGUST 16, 2024 JDFRevisions: Date:
STRATTON VA MEDICAL CENTER
NEW EMERGENCY DEPARTMENT100% FOR BID
SRB
OF ACOUSTIC CEILING GRID1
SEISMIC BRACING
SEISMIC BRACING NOTES:
ATTACHED TO SUSPENDED CEILING2
SEISMIC BRACING OF PARTITION
WITH SEISMIC BRACING3
COMMUNICATIONS RACEWAY DETAIL
SEISMIC BRACING FOR SUSPENDED MECHAINCAL EQUIPMENT4
CONDUIT IN TRAPEZE HANGER7
SEISMIC BRACING FOR PIPE AND
SEISMIC BRACING FOR DUCTWORK5 2-1/2" NOMINAL OR GREATER - SINGLE6
SEISMIC BRACING FOR PIPE AND CONDUIT
FIRE PROTECTION PIPING8
SEISMIC BRACING FOR
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JOHN D. FELLENZER, P.E.
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ALBANY, NY
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NY PROFESSIONAL ENGINEER NO. 069373-1 ISSUED 1992; EXP. 9/25
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SEISMIC: DETAILS
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1-SE-701
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1. SEISMIC DESIGN CATEGORY: "C". SEISMIC DESIGN CATEGORY: "C". 2. EACH TRADE SHALL BE RESPONSIBLE FOR EACH TRADE SHALL BE RESPONSIBLE FOR THE SEISMIC BRACING OF THEIR OWN ITEMS AND EQUIPMENT. 3. THE BRACING SHOWN ON THIS SHEET IS FOR THE BRACING SHOWN ON THIS SHEET IS FOR SEISMIC CONSIDERATIONS ONLY. ALL BRACING DESCRIBED BY OTHER DETAILS, NOTES, AND SPECIFICATIONS IS REQUIRED IN ADDITION TO THE WORK SHOWN HERE.
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CABLE TRAY BASKET
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COMMUNICATIONS CABLING
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NOTE: 1. INSTALL SUPPORTS 8' ON CENTER.INSTALL SUPPORTS 8' ON CENTER.
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SCREWED SUSPENSION ROD SUPPORTS (8MM MIN)
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UNISTRUT
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SECURE TO STRUCTURE ABOVE USING APPROVED ANCHORING/SECURING DEVICES
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45 °MIN
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NOTE: NOT REQUIRED FOR AIR TERMINAL UNITS.
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EQUIPMENT WEIGHT 250 LBS. [114KG] OR LESS
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SEISMIC BRACING FOR LIGHT SUSPENDED EQUIPMENT
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HANGER ROD (TYP)
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CROSS BRACING RODS ALL FOUR SIDES
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LOCK NUTS (TYP)
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CLAMP
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CEILING SLAB
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TRANSVERSE BRACE
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%%UNOTES%%U:
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REQUIRED DESIGN FORCE AT EACH HANGER/BRACE SHALL BE THAT FROM
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THE SUM OF ALL ITEMS SUPPORTED. (SEE SEISMIC BRACING CRITERIA TABLE.)
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MAXIMUM HANGER/BRACE SPACING SHALL BE THE MOST RESTRICTIVE FOR
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ANY OF THE ITEMS SUPPORTED.
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ATTACHMENT TO
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STRUCTURE
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THREADED ROD
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ROD STIFFENERS AS REQD
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SEISMIC CABLE
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OPTIMUM
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ANGLE
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DUCTWORK
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TENSION/COMPRESSION TRANSVERSE
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(AND LONGITUDINAL) BRACE UP TO
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(UNISTRUT P1354 MIN)
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ADJUSTABLE HINGE
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MAX
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RIGID ROOF STRUCTURE WHERE BRACE
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LENGTH IS 9'-0" OR LESS. PROVIDE
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MIN OF UNISTRUT P1000 CHANNEL
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PIPE CLEVIS OR ADJUSTABLE STEEL
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YOKE PIPE ROLL, AS REQD
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%%UNOTE%%U:
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SEE SEISMIC BRACING CRITERIA TABLE FOR
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REQUIRED DESIGN FORCES.
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DISTANCE TO SUPPORTING
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STRUCTURE ABOVE LESS
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THAN OR EQUAL TO 6'-0"
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CRITERIA FOR SEISMIC BRACING OF PIPING AND UTILITIES
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NOMINAL
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WEIGHT
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SEISMIC FORCE (LBS)/FT LENGTH
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MAXIMUM ALLOWED SPAN BETWEEN
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PIPE DIAMETER
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PER FOOT
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HORIZONTAL
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VERTICAL
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TRANSVERSE SEISMIC SUPPORTS
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%%UNOTES%%U:
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SEISMIC BRACE/SUPPORT SHALL BE PROVIDED AT EVERY LOCATION WHERE GRAVITY SUPPORT
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IS PROVIDED.
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DESIGN VALUES FOR PIPE SIZES NOT GIVEN MAY BE INTERPOLATED. WEIGHTS AND FORCES
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GIVEN DO NOT INCLUDE INSULATION AND FITTINGS.
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PROVIDE A MINIMUM OF ONE LONGITUDINAL BRACE AT EACH END OF EACH STRAIGHT LENGTH
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OF PIPING.
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PRIMARY HANGER AS SHOWN ON DETAIL FOR SPECIFIC TRADE
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CEILING SLAB
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%%UNOTE%%U:
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PROVIDE BRACING AT 8' ON CENTER AND AT ALL CORNERS.
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%%UNOTE%%U:
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CROSS SECTION AREA 6 SQUARE FEET OR LARGER.
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