Amend_0005_FY20PN86021-RB-ST506.pdf
PDF 103 KB Posted
- Attached to
- SOF Assessment and Selection Training Complex
- Solicitation number
- W912PM20R0003
About this file
This package includes structural drawings and details for a federal construction project solicitation. The drawings show roof truss loading diagrams, gable end details, stair attachment to concrete beam details, and other structural elements for a Special Operations Forces Assessment and Selection Training Complex. The project consists of training space, storage, locker rooms, showers, guard houses, security gates, under vehicle surveillance systems, communications, power, water, and sewer utilities. New training obstacles include multiple physical training stations along a circuited route. Built-in systems cover fire alarm, mass notification, suppression, energy management, telephone, classified and unclassified communications networks, television, electronic access control, and protected distribution. Supporting facilities include site work, utilities, lighting, parking, roads, sidewalks, storm drainage, landscaping and other site improvements. Sustainability and accessibility requirements apply according to federal guidelines. Interior design and audio visual services are in scope. The solicitation is issued by the Army Corps of Engineers for the Department of Defense.
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Text version
PSF LL (TOP
CHORD) = 20 PSF
PER PLAN
DL (BOTT. CHORD) = 10 PSF
COLLATERAL LOAD = 15 PSF
REFERENCE PLAN
FOR TRUSS
BEARING
LOCATIONS
WL (TOP CHORD) = 20 PSF (NET)
WL (@OVERHEAD) = 37 PSF (NET)
WL (TOP CHORD) = 20 PSF (NET)
WL (@
OVERHEAD) = 37 PSF (NET)
NOTE: SEE PLAN FOR
TRUSS SLOPE AND PLAN
LIGHT GAUGE
TRUSS SEE
PLAN
CONCRETE CAP
WITH (2) #5 BARS
TYP.
CMU GABLE END WALL.
REFERENCE PLAN AND
SCHEDULE FOR
REQUIREMENTS
4"x4"x1/4"x10" ANGLE WITH (3) 5/8"x6" HEADED
STUDS AT 36" C/C
REF. ARCH FOR
EAVE DETAILS TYP.
LIGHT GAUGE
DECK ANGLE SEE
ARCH.
#12 TEK SCREWS,
PER SCHEDULE
1/4
1/4
EXTEND WALL REINFORCEMENT INTO CONCRETE CAP
PROVIDE L3x3x1/4x10" LONG w/ (2) 5/8"Ø
HILTI HAS ROD ANCHORS EACH
STRINGER TYP - CENTER CLIP ANGLE
VERTICALLY IN CONCRETE BEAM TYP -
ANCHORS SHALL HAVE 5" MIN EFF.
EMBEDMENT TYP.
HOLLOW CORE
PLANKS AND TOPPING
SLAB PER PLAN
1/4
2-SIDES
TRIM FLANGE AS NEEDED TO ALLOW FOR
INSTALLATION OF ANGLE ON OUTSIDE OF
STAIR STRINGER TYP.
NOTE: REMOVE EXISTING CLIP ANGLE
ON STRINGER TYP TO ALLOW FOR
LARGER CLIP AS SHOWN
US ARMY CORPS
OF ENGINEERS
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