Attachment104_DLA_OPS_PH II_S-115 - ROOF FRAMING PLAN - AREA C.pdf
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- Solicitation number
- W9123620R2005
About this file
This document provides details for a federal contract opportunity to construct the Defense Logistics Agency Aviation Operations Center, Phase II in Richmond, Virginia. The U.S. Army Corps of Engineers-Norfolk District will issue a request for proposal for a firm-fixed-price construction contract between $25-100 million to build a 281,075 square foot, multi-story office building to accommodate 1,622 employees. The facility must be designed and constructed in accordance with Department of Defense, Defense Logistics Agency, and Defense Supply Center standards and unified facilities criteria. The contract completion date will be 1020 calendar days after notice to proceed. Offerors must be registered in the System for Award Management and submit bid bonds documents prior to award. The best value source selection will evaluate past performance, project approach, small business participation, and price factors.
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11 13 14
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Y5
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W24X62 (20) W24X62 (20) W24X68 (24) W24X62 (20) W24X62 (18) W24X55W24X55
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8116.00° 154.00°
1' - 7"
/2
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24' - 7" 5' - 5" 30' - 0" 30' - 0" 4' - 1" 25' - 11" 29' - 11" 1' - 10"
30' - 0" 30' - 0" 29' - 11" 1' - 10"
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W24X62 (30)
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W24X55 (16)
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W16X26 (16)W X
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W18X35 (16)
W X
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W X
(8
W21X44 (16)
W X
(2
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(8
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(1
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(1
W21X50 (12) W18X35 (12) W21X50 (12)
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S-115
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15' - 11"
8' - 5" 5' - 0 13/16" 7' - 5 3/16"
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S-310
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S-310
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W10X12 (6)
/MATCHLINE REFER TO A1 S-116
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20' - 8 13/16" 64.00°
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(+ 20' - 6 1/4" ) (+ 20' - 6 1/4" ) (+ 20' - 6 1/4" )
(+ 19' - 6" ) (+ 19' - 6" ) (+ 19' - 6" )
(+ 19' - 5 3/16" )
(+ 19' - 11 5/16" )
(+ 20' - 6 1/2" ) (+ 20' - 6 1/2" )(+ 20' - 6 1/2" )
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(+ 20' - 10 7/8" )
(+ 20' - 6 1/4" )
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S-316
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B1
REFER TO ARCHITECTURAL
DRAWINGS FOR REFLECTED CEILING
PLANS AND EXTENT OF OPEN
CEILING. STEEL EXPOSED TO VIEW
IN ROOMS 101 AND 102 SHALL BE
AESS.
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13' - 10"
15' - 11"
7' - 1 5/8"
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US Army Corps of Engineers ®
SHEET OF
SHEET ID
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1909 CYPRESS AVENUE
VIRGINIA BEACH, VA
23451
(757) 417 - 0140
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01/10/2020
737120
S-115
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KEY PLAN
NOT TO SCALE
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24'16'8'4'0 1/8"=1'-0"
GRAPHIC SCALE
PLAN NORTH
SCALE: 1/8" = 1'-0"C1
ROOF FRAMING PLAN - AREA C
SCALE: 1/8" = 1'-0"S-115
PART HIGH CANOPY FRAMING PLANA1
SHEET KEYNOTES
NUMBER NOTE
1 FACE OF BRICK
2 REFER TO TYPICAL DETAIL FOR GIRT ATTACHMENT TO
COLUMN
3 FOR FRAMING AROUND ROOF OPENINGS, REFER TO
FRAMING PLAN NOTES
4 2" BUILDING EXPANSION JOINT
5 W10x12 WHERE CAST-IRON OR STEEL PIPING
GREATER THAN 5" DIAMETER RUNS PARALLEL TO
STEEL ROOF/FLOOR BEAMS ABOVE. BEAMS SHALL BE
AT 8'-0" MAX AND THEIR LOCATION SHALL BE
COORDINATED BY ACTUAL PIPING RUN LOCATIONS BY
THE CONTRACTOR. LOCATIONS OF THESE BEAMS
SHOWN ON PLANS ARE BASED UPON DESIGN
LOCATIONS, ACTUAL PIPE ROUTING MAY DIFFER THAN
WHAT'S SHOWN ON CONTRACT DRAWINGS. NOT ALL
PIPING IS SHOWN ON STRUCTURAL DRAWINGS,
REFER TO PLUMBING AND MECHANICAL DRAWINGS
FOR ADDITIONAL PIPING LOCATIONS. BEAMS MAY BE
INSTALLED AFTER INSTALLATION OF FLOOR/ROOF
SLAB ABOVE SO THAT THEY CAN BE LOCATED AT
FINAL PIPING LOCATIONS.
6 CAST-IRON/STEEL PIPING LARGER THAN 5" DIAMETER
PER PLUMBING DRAWINGS. HANG PIPING LARGER
THAN 5" FROM STEEL BEAMS WITH CONCENTRIC BEAM
CLAMPS. NOT ALL PIPING IS SHOWN ON STRUCTURAL
DRAWINGS, REFER TO PLUMBING AND MECHANICAL
DRAWINGS FOR ADDITIONAL PIPING LOCATIONS.
REFER TO SHEET S-508
FOR TRUSS DETAILS
PLAN NOTES:
1. FOR PLAN NOTES REFER TO SHEET S-004.
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