FAKZ162007 Drawing A2.2 Addendum No. 1.pdf
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- Solicitation number
- W50S6N-20-B-0002
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This document includes an addendum to construction drawings and specifications for a federal contract opportunity to provide security forces storage canopy construction services. Key details include that Addendum No. 1 revises the Canopy Reflected Ceiling Plan drawing sheet to include clarification that the aluminum canopy system structure will direct stormwater to an underground stormwater conveyance system. The opportunity is a 100% HUBzone set-aside solicitation by the Department of the Army Alabama Army National Guard to award a firm-fixed price construction contract between $250,000 and $500,000 for project FAKZ162007. The period of performance is 210 days after notice to proceed. A pre-bid site visit will be held on February 11, 2020 at 1:00 pm CST to review the project at Building 1502, 187 Fighter Wing, Dannelly Field in Montgomery, Alabama. Questions are due by February 7, 2020 and bids are due as specified in the SF1442 solicitation.
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Date: 12 February 2020
To: Captain Brock
Subject: ADDENDUM NO. 1
Project: SECURITY FORCES STORAGE CANOPY
Job #: SSL# 13055
ANG# FAKZ162007
From: David Donovan
The plans and Specifications of the subject project, dated 13 June 2016, and revised 23 April 2019, are amended as follows: (Where there are conflicts between the plans and specifications and the addendum, this addendum shall govern)
Item No. 1: Refer to drawings. Delete drawing sheet A2.2 - “Canopy Reflected
Ceiling Plan” and replace it with the attached drawing sheet A2.2 – “Canopy Reflected Ceiling Plan” with a revised date of 12 February 2020.
- Clarification: The design intent is to utilize the aluminum canopy system structure (fascia, drain beams, and columns) to direct stormwater to the underground storm water conveyance system. Refer to detail 3/A2.2 and detail 5/A2.2 (added by this addendum) for addition information.
End of Addendum #1
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CANOPY REFLECTED
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CANOPY REFLECTED CEILING PLAN
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DANNELLY FIELD ANG, MONTGOMERY, AL
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187TH FIGHTER WING
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LITCHFIELD
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SEAY SEAY &
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(334) 263-5162
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SSL#13055.02
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13 JUNE 2016
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DD/AG
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WRO
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12 FEBRUARY 2020
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FRANK LITCHFIELD
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JIM H. SEAY JR.
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FAKZ162007
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CEILING PLAN
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WALL FASTENER AS REQUIRED FOR ATTACHMENT TO BRICK VENEER
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DRILL 2" MIN. HOLE IN FASCIA
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WELDED END PLATE (2) FASTENERS AS REQUIRED FOR ATTACHMENT TO BRICK VENEER
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8" FASCIA/ GUTTER
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CLEAT WITH CONTINUOUS SEALANT, FASTENERS AT 2'-0" O.C.
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#10 " S.S. SCREWS (2) AT 34" S.S. SCREWS (2) AT EACH PAN END
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EXTRUDED FLAT PANS
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BRACKET INSIDE BEAM WITH #14 1- " S.S. SCREWS14" S.S. SCREWS
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6"X12" BEAM
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METAL FLASHING WITH CONTINUOUS SEALANT
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NEW DOWNSPOUT TRANSITION
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EXISTING DOWNSPOUT CUT ABOVE NEW CANOPY ROOF
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LINE OF BRICK COLUMN BEYOND
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1'-0" MIN.
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WATER FLOW
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6" MINIMUM DRAIN EXTENSION WELDED TO COLUMN
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PVC COUPLING
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PVC PIPE
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STORM DRAIN
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12" BASE PLATE WELDED TO COLUMN
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12" WEDGE ANCHOR (TYP. 4 PER COLUMN)
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CANOPY FOOTING
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2'-0" MIN.
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1'-6" MIN.
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COORDINATE WITH STORM DRAIN
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SPECIFIC NOTE
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CANOPY CONNECTION TO WALL
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SCALE: 3"=1'-0"
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CANOPY COLUMN/FOOTING DETAIL
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SCALE: 3"=1'-0"
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BUILDING 1502
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NEW 6" X 8" COLUMN (TYPICAL)
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NEW LIGHTING FIXTURE - SEE ELECTRICAL (TYPICAL)
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(2) #4 BARS WITH #4 BARS AT 12" O.C.
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FINISHED GRADE. FINE GRADE AS REQ. TO SLOPE FINISHED GRADE AWAY FROM PAVING
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COMPACTED FILL COMPACT PER ASTM 698
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#4 BARS AT 12" O.C. EACH WAY CENTER IN SLAB DEPTH
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POROUS FILL
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FASCIA/GUTTER DETAIL
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SCALE: 3/4"=1'-0"
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MANUFACTURER'S STANDARD FASCIA/GUTTER - SLOPE BOTTOM TO DRAINAGE BEAMS
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MANUFACTURER'S STANDARD DRAINAGE BEAM (TYPICAL)
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OF COLUMN
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SEE PLAN
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MATCH EXISTING FASCIA
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OPENING IN FASCIA AT DRAINAGE BEAM. SLOPE BOTTOM OF GUTTER TO DRAINAGE BEAMS
AutoCAD SHX Text MANUFACTURER'S STANDARD DRAINAGE BEAM DESIGN TO SUPPORT CANOPY ROOF AND FLOW WATER INTERNALLY FROM FASCIA TO COLUMN/DOWNSPOUT
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FASCIA/GUTTER
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CANOPY ROOF PANEL
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SLAB CONSTRUCTION/SLAB EDGE DETAIL
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SCALE: 3/4"=1'-0"
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MODIFIED BY ADDENDUM NO. 1
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