SOWAtchF_Amend0005ExistingB2256Drwgs.pdf

PDF 8 MB Posted May 8, 2025

Attached to: FY25 Multiple Award Construction Contract (MACC) Federal contract opportunity
Solicitation number: FA462025R0001
Issued by: Department of the Air Force

About this file

Written by GovTribe AI · May 8, 2025

The provided file is a set of architectural and engineering "As Built" drawings for an existing facility (BB2256) at Fairchild Air Force Base. The 13-page document contains detailed technical drawings including floor plans, foundation plans, electrical and power riser diagrams, structural details, mechanical room layouts, steam diagrams, and various construction intersection and wall section details.

The drawings cover multiple levels of the facility (Utility, First, Second, Third, Fourth, Fifth, and Sixth levels) and include comprehensive technical specifications such as wall types, electrical panel schedules, feeder schedules, exterior stair lighting controls, and structural notes. The drawings are marked as "As Built", indicating they represent the final constructed state of the building, and were prepared by the U.S. Army Corps of Engineers, Seattle District. The technical precision and depth of these drawings suggest they are intended to provide a complete architectural and engineering reference for the existing facility's infrastructure and construction details.

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FA462025R0001, Amendment 0005

FOPR_GJKZ1149058

SOW Attachment F - Existing BB2256 Drawings

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SOUND WALL

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SCALE: 1 1/2 " = 1'-0"

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FULL STUD

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DEPTH BATT

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INSULATION

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6" METAL

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STUDS

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FULL STUD

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DEPTH BATT

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INSULATION

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SOUND WALL

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WALL TYPE

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5/8 " TYPE-X

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GWB

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5/8 " TYPE-X

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GWB

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3 1/2 " METAL

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STUDS @

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5/8 " TYPE-X

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GWB

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3 1/2 " METAL

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STUDS @

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1" GWB

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5/8 " TYPE-X

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GWB

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3 1/2 " METAL

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STUDS @

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REGULAR STUD WALL

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SHAFT WALL

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AROUND BOILER FLUE

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SOUND WALL

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TWO LAYERS

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5/8 " TYPE-X

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GWB @ ROOM

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SIDE ONLY

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ADD 1-LAYER

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TYPE-X GWB

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@ RM.202 &

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ROOM SIDE

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SHAFT SIDE

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NOTE : UNLESS NOTED OTHERWISE,

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CONTINUE ALL WALL TYPES TO

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STRUCTURE ABOVE INCLUDING ALL

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ELEMENTS, SUCH AS GWB,

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INSULATION, AND STUDS. ALL

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5/8 " TYPE-X

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GWB

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METAL

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STUDS @

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WAINSCOTS

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SEE PLATE

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6" METAL

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STUDS

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5/8 " TYPE-X

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GWB

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BRICK VENEER

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5/8 " TYPE-X

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GWB

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1" GYP BD

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FULL STUD

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DEPTH BATT

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INSULATION

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SHAFT WALL

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WC PLUMBING WALL

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6" SHAFT

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WALL STUDS

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NO INSUL

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@ TYPE 10 WALL

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2 1/2 " SHAFT

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WALL STUD

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6" STUD @

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TYPE 9 WALL

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LEE

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BUILDINGS "A" AND "C"

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FLOOR PLANS

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FOURTH, FIFTH AND SIXTH LEVELS

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1" AIR SPACE

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5/8 " GWB SHALL BE TYPE-X

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EXCEPT AT SHOWER ENCLOSURES

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VEVISED DOOR 402

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TEL

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OPEN TO

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GAME ROOM

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DATE AND TIME PLOTTED:

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$$$DATE$$$$

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$TIME

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DESIGN FILE:

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$$$DGN$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$

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DATE AND TIME PLOTTED:

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$$$DATE$$$$

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$TIME

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DESIGN FILE:

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$$$DGN$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$

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FILE NO.

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DATE:

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CHK.

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SHEET

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DSGN.

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SIZE

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INVITATION NO.

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PLATE

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U.S. ARMY ENGINEER DISTRICT, SEATTLE

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CORPS OF ENGINEERS

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SEATTLE, WASHINGTON

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DATE

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DESCRIPTION

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REVISIONS

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ZONE

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SYMBOL

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CONSTRUCT DORMITORIES

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FAIRCHILD AFB

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WASHINGTON

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PLAN NORTH

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PN GJKZ97-0029

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96JUL17

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IT IS REDUCED PRINT

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REDUCE SCALE ACCORDINGLY

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ROOF

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STORAGE

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AS-BUILT CONDITIONS.

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TEG

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- RFI I0077 - REMOVE CORNER OF

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CAGE

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- RFI I00078 - STORAGE UNIT IN RM

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605 OR 601.

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- RFI I00188 - DIM. ON PLUMBING

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CHASE WALL.

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CHASE WALL.

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- RFI I00188 REV.1- DIM. ON PLUMBING

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- RFI 257 - GWB SOUND WALL.

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REVISE NOTE.

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- RFI 259, 267 - W-14X22 BEAM IN

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ROOM 201 & 403. NO WORK SHOWN ON

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THIS DRAWING. SEE RFI.

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- RFI 270, 270-R - KITCHEN DIMENSION

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CHANGES. NO REVISIONS SHOWN ON

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THIS SHEET.

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- RFI 261 - BRICK VANEER - A LINE

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- REVERSE DOOR SWING AND REMOVE

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SIDE WINDOWS.

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FLOOR PLANS

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REVISED AS-BUILTS

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TEG

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TEG

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SOW Attachment F - Existing BB2256 Drawings

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GENERAL:

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PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING OR OTHER MEANS TO

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AVOID EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE

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DURING ERECTION. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR

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MECHANICAL, ELECTRICAL AND PLUMBING, WITH APPROPRIATE TRADES,

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DRAWINGS AND SUBCONTRACTORS, PRIOR TO CONSTRUCTION.

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OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. HE SHALL BE RESPONSIBLE

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FOR ALL CHANGES NECESSARY, IF HE CHOOSES AN OPTION, AND SHALL

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COORDINATE ALL DETAILS. ANY ENGINEERING DESIGN PROVIDED BY OTHERS

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AND SUBMITTED FOR APPROVAL SHALL BEAR THE SEAL OF A REGISTERED

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ALL ASTM, AISC AND ACI NOTATIONS SHALL BE OF THE LATEST EDITION.

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FOUNDATION:

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DESIGN LOADS

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GAGE WELDING.

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SHALL BE PERFORMED BY WELDERS CERTIFIED AND EXPERIENCED IN LIGHT

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FOR THE FABRICATION AND INSTALLATION OF METAL DECKS. ALL WELDINGS

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STEEL DECK INSTITUTE SPECIFICATIONS AND RECOMMENDATIONS APPLY

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STEEL DECKING:

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ON THE DRAWING OR NOTES.

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CERTIFICATES AND HAVING CURRENT EXPERIENCE IN TYPE OF WELD SHOWN

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BY AWS. ALL WELDING SHALL BE DONE BY WELDERS HOLDING VALID

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ALL WELDING SHALL CONFORM TO "STRUCTURAL WELDING CODE" PUBLISHED

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FOR MATERIAL INTO WHICH INSTALLATION TAKES PLACE. ALL BOLTS,

AutoCAD SHX Text S, GRADE B (FY=35,000 psi). ALL TUBULAR STEEL SHALL BE ASTM A500

AutoCAD SHX Text STEEL SHALL BE ASTM A501 (FY=36,000 psi) OR ASTM A53, TYPES E OR

AutoCAD SHX Text ALL STRUCTURAL STEEL SHALL BE ASTM A36 (FY=36,000 psi.). ALL PIPE

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STRUCTURAL STEEL:

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SECURELY TIE ALL BARS IN LOCATION BEFORE PLACING CONCRETE.

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APPROVAL. PLACE BARS PER CRSI SPECIFICATIONS AND HANDBOOK.

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PROVIDE PLACING DRAWINGS PER ACI DETAILING MANUAL (315), FOR

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PROVIDE MINIMUM 48 DIAMETER LAP EACH SIDE.

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BARS AT CORNERS AND INTERSECTIONS OF FOOTINGS, STEMS AND WALLS.

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PROVIDE BENT CORNER BARS TO MATCH AND LAP WITH HORIZONTAL

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BARS ARE CONTINUOUS UNLESS OTHERWISE NOTED IN DRAWINGS.

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REINFORCING BAR SPACINGS GIVEN ARE MAXIMUM ON CENTERS. ALL

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MINIMUM CLEAR CONCRETE COVERAGES AS FOLLOWS:

AutoCAD SHX Text REINFORCING IN MASONRY SHALL BE MINIMUM GRADE 60 (fy = 60,000

AutoCAD SHX Text IN CONCRETE SHALL BE MINIMUM GRADE 60 (fy = 60,000 psi).

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ALL REINFORCING BARS SHALL CONFORM TO ASTM A615. REINFORCING

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REINFORCING STEEL:

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CONCRETE:

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(APPLY UNLESS NOTED OTHERWISE ON DRAWINGS)

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AutoCAD SHX Text C = 2.75

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LIVE LOADS. (PER TM 5-809-1 AND ASCE 7-88)

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GROUND SNOW LOAD 40 PSF

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WIND LOADS: (PER TM5-809-1 DTD 5/92)

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BASIC WIND SPEED 70 MPH

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EXPOSURE C

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SEISMIC LOADS. (PER TM-5-809-10 AND SEAOC APP. B)

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BASE SHEAR V = Z I C R W

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WHERE

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AutoCAD SHX Text R = 6.0

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W = TOTAL DEAD LOAD

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ANCHOR BOLTS, EXPANSION BOLTS, ETC. SHALL BE INSTALLED WITH 2" DIA

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ACCORDING TO ALL OPENINGS IN WALLS AS SHOWN ON THE FLOOR PLANS.

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1992 ( OR LATER) AISC AND AWS CODES APPLY. ALL CONSTRUCTION PER 1992

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(OR LATER) AISC HANDBOOK. ALL EXPANSION BOLTS TO HAVE ICBO APPROVAL

AutoCAD SHX Text psi). 1989 ACI CODE DETAILING MANUAL APPLY.

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ALL VERTICAL REINFORCINGS IN FOUNDATION WALLS SHALL BE LAID OUT

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AB ANCHOR BOLT

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ACI AMERICAN CONCRETE

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INSTITUTE

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AGGR AGGREGATE

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AISC AMERICAN INSTITUTE OF

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STEEL CONSTRUCTION

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@ AT

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AS ANCHOR STUD

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ASTM AMERICAN SOCIETY FOR

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TESTING MATERIAL

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AWS AMERICAN WELDING SOCIETY

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B BOTTOM (BEAM AND JOIST

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SCHEDULES ONLY)

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BOF BOTTOM OF FOOTING

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BLK BLOCK

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BM BEAM

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BRG BEARING

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C AMERICAN CHANNELS

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CG CENTER OF GRAVITY

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CJ CONSTRUCTION JOINT

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CIP CAST-IN-PLACE

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CLR CLEAR

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CMU CONCRETE MASONRY UNIT

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COL COLUMN

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CONC CONCRETE

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CONN CONNECTION

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CONSTR CONSTRUCTION

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CONT CONTINUOUS

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CTJ CONTROL JOINT

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CTR CENTER

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CU CUBIC

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DIAPH DIAPHRAGM

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DIEB DRILLED-IN EXPANSION

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BOLT

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DIM DIMENSION

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DL DEAD LOAD

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DWL DOWEL

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E EAST

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EA EACH

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EB EXPANSION BOLT

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EF EACH FACE

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EL ELEVATION (HEIGHT)

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ENCL ENCLOSURE

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ENGR ENGINEER

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EQ EQUAL

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ES EACH SIDE

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EW EACH WAY

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EXJ EXPANSION JOINT

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FDN FOUNDATION

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FF FAR FACE

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FLR FLOOR

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FS FAR SIDE

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FT FOOT, FEET

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FTG FOOTING

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GA GAUGE, GAGE

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GALV GALVANIZED

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GEN GENERAL

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GIRD GIRDER

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GND GROUND

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GR GRADE

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HORIZ HORIZONTAL

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HSB HIGH STRENGTH BOLT

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I MOMENT OF INERTIA

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IN INCH

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INT INTERIOR

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JT JOINT

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JST JOIST

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K KIP, KIPS

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KSI KIPS PER SQUARE INCH

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L LENGTH, ANGLE

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LB OR POUND

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LL LIVE LOAD

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LLBB LONG LEG BACK TO BACK

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LLH LONG LEGS HORIZONTAL

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LLV LONG LEGS VERTICAL

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LONGIT LONGITUDINAL

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LSL LONG SLOTTED HOLES

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M MISCELLANEOUS SHAPE

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MAS MASONRY

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MATL MATERIAL

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MAX MAXIMUM

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MCJ MASONRY CONTRL JOINT

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MEMB MEMBRANE

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MFGR MANUFACTURER

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MIN MINIMUM

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NF NEAR FACE

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N/A NOT APPLICABLE

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NOM NOMINAL

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NS NEAR SIDE

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OC ON CENTER

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OD OUTSIDE DIAMETER

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OF OUTSIDE FACE

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P/C PRECAST

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PERP PERPENDICULAR

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PL PLATE (STEEL)

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PP PARTIAL PENETRATION

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P/S PRESTRESSED

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PSF POUNDS PER SQUARE FOOT

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PSI POUNDS PER SQUARE INCH

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R RADIUS

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REQ REQUIRED

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SCHED SCHEDULE

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SIM SIMILAR

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SJ CONTRACTION JOINT

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SLBB SHORT LEGS BACK TO BACK

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SP SPACE, SPACING,

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SPACES

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SQ SQUARE

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SS STAINLESS STEEL

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SSL SHORT SLOTTED HOLE

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ST STRUCTURAL TEE

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FROM S SERIES SECTION

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STD STANDARD

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STIFF STIFFNER

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STIRR STIRRUP

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SYMM SYMMETRICAL

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T TOP

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T&B TOP AND BOTTOM

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TEMP TEMPERATURE,

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TEMPORARY

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THK THICK

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THRU THROUGH

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TOB TOP OF BEARING

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TOC TOP OF CONCRETE

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TOF TOP OF FOOTING

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TOS TOP OF STEEL

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TOW TOP OF WALL

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TRANS TRANSVERSE

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TS STRUCTURAL TUBE

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TYP TYPICAL

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UBC UNIFORM BUILDING CODE

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UNO UNLESS NOTED OTHERWISE

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VEF VERTICAL EACH FACE

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VERT VERTICAL

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VIF VERTICAL INSIDE FACE

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VOF VERTICAL OUTSIDE FACE

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WP WORK POINT

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WWF WELDED WIRE FABRIC

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WT WEIGHT, STRUCTURAL TEE

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ALT ALTERNATE, ALTERNATING

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REINF REINFORCING STEEL

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S SECTION MODULUS, S SERIES SECTION

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W WEST, W SERIES SECTION

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FO FACE OF

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KUTCH

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GENERAL NOTES AND ABBREVIATIONS

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PROFESSIONAL ENGINEER LICENSED BY THE STATE OF WASHINGTON.

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DJ DOWELED JOINT

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ALL WELDING SHALL BE DONE BY E70 SERIES LOW HYDROGEN RODS UNLESS NOTED

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OTHERWISE. USE E90 SERIES FOR ASTM A615-GRADE 60 REINFORCING BAR

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WELDING TO STEEL. ALL FULL PENETRATION WELDS SHALL BE TESTED AND

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CERTIFIED BY AN INDEPENDENT TESTING LABORATORY.

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ANCHOR BOLTS

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NOTE:

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THIS DETAIL APPLIES TO ALL STEEL DECKS.

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TO FLUTES AND AT DECK LAPS WITH 3/4 " DIA PUDDLE WELDS AT

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REQUIRED PARALLEL TO FLUTES. WELD TO SUPPORT TO MATCH

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DECK WELD.

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2 ATTACH DECK AT BOUNDARY AND ALL OTHER SUPPORTS

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PERPENDICULAR TO FLUTES WITH 5/8 " DIA PUDDLE WELDS.

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1 ATTACH DECK TO SUPPORTS AT DIAPHRAGM BOUNDARIES PARALLEL

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COMPOSITE FLOOR DECK

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GAUGE

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POSITIVE

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NEGATIVE

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IN /FT

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IN /FT

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IN /FT

AutoCAD SHX Text I

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AutoCAD SHX Text 1.203

AutoCAD SHX Text .467

AutoCAD SHX Text .552

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4 PER 24" WIDE SHEET AS SHOWN.

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12" OC. PROVIDE CONTINUOUS 14 GA SUPPORTS AS SHOWN WHERE

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3 WELD ALL SIDE LAP SEAMS 1 1/2 " AT 24" OC

AutoCAD SHX Text .767

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ROOF DECK

AutoCAD SHX Text .837

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THE STRUCTURAL NOTES SHALL BE USED ALONG WITH THE PROJECT SPECIFICATIONS.

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WHERE A DIFFERENCE BETWEEN STRUCTURAL DRAWINGS NOTES OR SPECIFICATIONS

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OCCUR, THE MOST STRINGENT REQUIREMENTS SHALL GOVERN FOR CONTRACTUAL

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PURPOSES. THE CONTRACTOR SHALL REQUEST CLARIFICATION IMMEDIATELY UPON

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DISCOVERY AND BEFORE PROCEEDING.

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THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS

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AND CONDITIONS PRIOR TO START OF CONSTRUCTION. NOTIFY THE CONTRACTING

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OFFICER OF ANY DISCREPANCIES OR INCONSISTENCIES.

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THE CONTRACTOR SHALL ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS

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FOR ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, SECURITY AND OTHER

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ITEMS WITH APPROPRIATE TRADES, DRAWINGS AND SUBCONTRACTORS PRIOR TO

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CONSTRUCTION. NO PENETRATIONS ALLOWED UNLESS SHOWN ON STRUCTURAL

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DRAWINGS OR APPROVED BY CONTRACTING OFFICER IN WRITING.

AutoCAD SHX Text .767

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COLUMN BASEPLATES MUST BE GROUTED BEFORE COLUMNS ARE LOADED.

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MINIMUM 28 DAY CONCRETE COMPRESSIVE STRENGTH SHALL BE 4000 PSI,

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ROOF LIVE LOAD 33 PSF (UNBALANCED SNOW)

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USE 2 - #5 HORIZONTAL ABOVE AND BELOW ALL OPENINGS AND USE

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2 - #5 VERTCAL AT WALL ENDS AND BOTH SIDES OF EACH OPENING

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UNLESS NOTED OTHERWISE. BARS AT OPENINGS SHALL EXTEND 3'-0"

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MIN BEYOND CORNERS OF OPENING.

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MSMA METAL STUD MANUFACTURER'S ASSOCIATION

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MT STRUCTURAL TEE FROM M SERIES SECTION

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AutoCAD SHX Text S-1

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KUTCH

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GENERAL NOTES AND ABBREVIATIONS

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FLOOR LIVE LOAD:

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- PRIVATE ROOMS 40 PSF

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- PUBLIC ROOMS 100 PSF

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- CORRIDORS 100 PSF

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Z = .20 (ZONE 2B)

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ELEVATIONS GIVEN IN STRUCTURAL DRAWINGS ARE FOR BUILDING A. SEE CIVIL

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DRAWINGS FOR FINISH FLOOR ELEVATIONS.

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STRUCTURAL DRAWINGS ORIENTATION IS FOR BUILDINGS A AND C. B AND

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D ARE MIRROR IMAGE.

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COR CONTRACTING OFFICER'S

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REPRESENTATIVE

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REBAR SPLICES IN CONCRETE SHALL BE CLASS B (24" MIN) UNLESS NOTED

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OTHERWISE ON THE CONTRACT DRAWINGS. STAGGER ALTERNATE SPLICES

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MINIMUM 5'-0" UNO. ALL SPLICE LOCATIONS SUBJECT TO APPROVAL.

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STEEL DECK MINIMUM SECTION PROPERTIES

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SLUMP (SEE SPECS). MECHANICALLY VIBRATE ALL CONCRETE WHEN

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PLACED.

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DIAG DIAGONAL

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DIA DIAMETER

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THE NET ALLOWABLE DESIGN BEARING CAPACITY IS 3000 PSF, WITH A SUBGRADE

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COEFFICIENT, "K", OF 200 PCI. AN INCREASE OF 1/3 TOTAL STRESS IS ALLOWABLE

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FOR TEMPORARY LOAD INCREASES DUE TO WIND, AND SEISMIC ACTION. ALL GRADE

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BEAMS AND FOOTINGS SHALL BEAR ON A 12" BED OF COMPACTED SELECT GRANULAR

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FILL. BACKFILL, WHERE REQUIRED, WILL BE COMPACTED IN ACCORDANCE WITH THE

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CONTRACT SPECIFICATIONS. BOTTOM OF EXTERIOR FOOTINGS SHALL BE 37" MIN

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BELOW ADJACENT FINISHED GRADE FOR FROST PROTECTION.

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EXTERIOR STEEL STUDS LATERALLY SUPPORTING MASONRY VENEER SHALL

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HAVE A MINIMUM BASE METAL THICKNESS OF .0478" WITH A MINIMUM

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FLANGE WIDTH OF 1 3/8 ". FLANGE SHALL HAVE A MINIMUM RETURN LIP OF 1/4 ".

AutoCAD SHX Text (FY=46,000 psi). ALL BOLTS SHALL BE 3/4 " DIAMETER ASTM A325N UNO.

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FOR ANY CONDITION NOT SPECIFICALLY DETAILED, THE CONTRACTOR SHALL REFER

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TO SIMILAR CONDITIONS WHICH ARE COVERED IN DETAIL AND ACCORDINGLY

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PROVIDE THE SAME TREATMENT. HOWEVER, WHERE EXTENSIONS OF DESIGN ARE

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REQUIRED IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FURNISH

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A DESIGN PROPOSAL FOR APPROVAL WHICH IS CONSISTENT WITH THE INTENT OF

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THE PROJECT AND IS IN CONFORMANCE WITH APPLICABLE GOVERNING CRITERIA

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TO BE ACCOMPLISHED WITH NO ADDITIONAL COST TO THE GOVERNMENT.

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ANCHOR BOLTS FOR COLUMNS SHALL BE 3/4 " DIAMETER A307 EXCEPT AT

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BRACED FRAMES USE 1" DIAMETER A307. MINIMUM EMBEDMENT 15" UNLESS

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OTHERWISE SPECIFIED.

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CONCRETE CAST AGAINST EARTH .......................3"

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FORMED CONCRETE EXPOSED AGAINST

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EARTH OR WEATHER.........................................2"

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CONCRETE NOT EXPOSED TO WEATHER

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OR IN CONTACT WITH GROUND:

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SLABS AND WALLS: .......................................1"

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BEAMS, COLUMNS: .........................................1 1/2 "

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COLD-FORMED STEEL STUDS AND FRAMING

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MINIMUM DELIVERED THICKNESS OF COLD-FORMED FRAMING COMPONENTS SHALL

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BE NOT LESS THAN 95% OF THE SPECIFIED BASE METAL THICKNESS.

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BASE METAL THICKNESS FOR COLD-FORMED FRAMING COMPONENTS SPECIFIED IN

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DRAWINGS ARE DESIGN THICKNESS.

AutoCAD SHX Text R0004

AutoCAD SHX Text A1

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DATE

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DESCRIPTION

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REVISIONS

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ZONE

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SYMBOL

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1) REVISED NOTES

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EWK

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BUILDINGS A, B, AND D:

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EACAVATE THE ENTIRE BUILDING FOOTPRINT TO THE BOTTOM OF THE LOWEST FOOTING

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AND BACKFILL WITH COMPACTED SATISFACTORY MATERIAL BACKFILL AS REQUIRED.

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FOOTINGS SHALL BE OVEREXCAVATED ONE FOOT IN BOTH DEPTH AND WIDTH AND PLACED

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ON A PAD OF SELECT GRANULAR MATERIAL FILL IN ACCORDANCE WITH THE CONTRACT

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SPECIFICATIONS.

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BUILDING C:

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EXCAVATE TO ELEVATION 2422 OR TO THE BOTTOM OF THE LOWEST FOOTING,

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WHICHEVER IS GREATER AND BACKFILL WITH COMPACTED SATISFACTORY MATERIAL

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AS REQUIRED. FOOTINGS SHALL BE OVEREXCAVATED ONE FOOT IN BOTH DEPTH AND

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WIDTH AND PLACED ON A PAD OF SELECT GRANULAR MATERIAL FILL IN ACCORDANCE

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WITH THE CONTRACT SPECIFIACTAIONS.

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ROADS AND PARKING AREAS:

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EXCAVATE TWO FEET OF THE SUBGRADE, BACKFILL WITH COMPACTED SATISFACTORY

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MATERIAL FILL.

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EXCAVATED MATERIALS SUITABLE FOR BACKFILL SHALL BE USED TO THE MAXIMUM

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EXTENT POSSIBLE.

AutoCAD SHX Text 8/8/96

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AutoCAD SHX Text A

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FILE NO.

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DATE:

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CHK.

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SHEET

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DSGN.

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SIZE

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INVITATION NO.

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PLATE

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CORPS OF ENGINEERS

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SEATTLE, WASHINGTON

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PREPARED:

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CHIEF,

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SECTION

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STRUCTURAL

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PAUL C. NOYES, P.E.

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CONSTRUCT DORMITORIES

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FAIRCHILD AFB

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WASHINGTON

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PN GJKZ97-0029

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96JUL17

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IT IS REDUCED PRINT

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REDUCE SCALE ACCORDINGLY

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AutoCAD SHX Text 236s/271-11-09

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RFI I00042 - DEEP CLAY LAYER

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22JUN98

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TEG

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RFI I00072 - LOCATION OF CONSTRUCTION JOINTS

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22JUN98

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TEG

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REVISED AS-BUILTS

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01SEP98

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TEG

AS BUILT

SOW Attachment F - Existing BB2256 Drawings

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DATE

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DESCRIPTION

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REVISIONS

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ZONE

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SYMBOL

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KUTCH

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STANDARD DETAILS

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D SEE NOTE 5

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SEALANT DETAILS

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SEE JOINT

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STRUCTURE

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NONEXTRUDED JOINT

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FILLER MATERIAL

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BOND BREAKER

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JOINT

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SEALANT

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"T" SEE

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JOINT

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SEALANT

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"T" SEE

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NOTE 4

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BACKER

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MATERIAL

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JOINT

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SEALANT

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"T" SEE

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PREFORMED FILLER

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MATERIAL

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NOTE 4

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NOTE 4

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TYP

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ALTERNATE DIRECTION

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EACH LAYER

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SEE PLAN

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#5 @ 12" (TYP)

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MATCH HORIZ

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WALL BARS

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SEE PLAN

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WIDTH

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2" BELOW

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TOP OF SLAB

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AutoCAD SHX Text 2-#4 X 4'-0"

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2" BELOW

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TOP OF SLAB

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SEE PLAN

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

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NOT T0 SCALE

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MAX

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#4 CONT

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GAGE OF METAL

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RECOMMENDATIONS

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SHALL BE PER MFR'S

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2'-0" MIN

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2'-O" MAX

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#4 CONT

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DECK

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18 GA GALV MTL

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CLOSURE TACK

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WELDED TO THE

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2'-0" MIN

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AutoCAD SHX Text #4

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AutoCAD SHX Text L < 10'-0"

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DECK

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SPAN

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SEE PLAN

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BEAM

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ADD (2)#4 BARS ALL 4 SIDES

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EXTENDING 2'-0" BEYOND EACH SIDE OF OPNG

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1. NO REINF IS REQD FOR

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NOTE:

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OPNGS UP TO 1'-0"

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WHEN 'X' IS GREATER THAN

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3 TIMES THE OPNG SIZE.

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2. 'A' = C6X8.2 USE 'C' CONN

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IF LESS THAN 1'-6"

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NO BM REQD

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BEAM

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SEE PLAN

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BEAM

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SEE PLAN

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CLOSURE AND WELDING

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

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TUBING

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STRUCTURAL

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OF TUBE

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ADJACENT SIDES

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WHEN WT'S ARE ON

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WF BEAM

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FLANGE OF

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MIN POSSIBLE

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SPACING

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BE CROPPED TO WITHIN

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WT FLANGE SHALL

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5/8 " OF TUBE EDGE

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STANDARD END CONNECTIONS

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NOT TO SCALE

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L OF BM OR BEARING WALL

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SAWED JOINT 1

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SAWED JOINT 2

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PREFORMED JOINT

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(SEE NOTE 2)

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(SEE NOTE 1)

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EDGE OF BM OR

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BEARING WALL

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@ 24" OC

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END RETURNS

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CORNER BARS

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TO MATCH HORIZ

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WALL REINFORCING

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SEE FOUNDATION DETAILS

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PREFORMED JOINT

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D SEE NOTE 5

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D SEE NOTE 5

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SEPARATE NONCOMPATIBLE MATERIALS.

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2. PREFORMED FILLER MAY BE FIBER BOARD OR OTHER APPROVED MATERIAL THAT

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CAN BE SAWED OR SECTION REMOVED TO FORM A SEALANT RESERVOIR.

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4. THE DEPTH OF WEAKENED PLANE GROOVE 'T' IS EQUAL TO 1/4 THE PAVEMENT

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3. JOINT DETAILS SHOWN, REPRESENT CONTRACTION JOINT REQUIREMENTS, THE DETAILS

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JOINT NOTES:

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FLOWING INTO THE SAWCUT, TO BREAK BOND AT THE BOTTOM OF SEALANT AND TO

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1. NONABSORPTIVE "SEPARATING MEDIUM" REQUIRED TO PREVENT JOINT SEALANT FROM

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NOT TO SCALE

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FOR BOND BREAKER AND DIMENSIONS OF RESERVOIR SHALL BE THE SAME FOR

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CONSTRUCTION JOINTS AND SLIP JOINTS.

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THICKNESS AND NOT LESS THAN 1 1/2 ".

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DEPTH OF JOINT SEALANT (D): 1.0 TO 1.5 X SEALANT RESEVOIR WIDTH.

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SCALE: 3" = 1'-0"

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TYP

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TYP UNO

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FOR STEEL SHAPES

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SHAPE DESIGNATION NO OF BOLTS

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AutoCAD SHX Text W14 - W16 X 26

AutoCAD SHX Text W16 X 31 - W18 X 71

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NOT TO SCALE

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SJ PLAIN CONTRACTION JOINT

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NOT TO SCALE

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NOT TO SCALE

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FILE NO.

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DATE:

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CHK.

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SHEET

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DSGN.

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SIZE

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INVITATION NO.

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PLATE

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CORPS OF ENGINEERS

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SEATTLE, WASHINGTON

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CONSTRUCT DORMITORIES

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FAIRCHILD AFB

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WASHINGTON

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PN GJKZ97-0029

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96JUL17

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IT IS REDUCED PRINT

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REDUCE SCALE ACCORDINGLY

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AutoCAD SHX Text 236s/721-11-09

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THRU WALL

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FLASHING

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MOISTURE BARRIER

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AIR SPACE

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BRICK VENEER

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FILL CAVITY WITH

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MORTAR OR GROUT

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UP TO UNDERSIDE

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OF FLASHING

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4" GRAVEL

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FILL, TYP

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BRICK VENEER

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MOISTURE BARRIER

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VENEER ANCHOR, TYP

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SHEATHING BOARD

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WALL BOARD

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STEEL STUD

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INSULATION

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VAPOR RETARDER

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ON WARM SIDE

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AIR SPACE

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6" MIN LAP

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NOT TO SCALE

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TYPICAL HIP BEAM DETAIL

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ROOF DECK

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AutoCAD SHX Text 1/16

AutoCAD SHX Text BENT PL 1/4"x6 1/2" CONT.

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MOD P00007, CASE 6 - HIP BEAM DETAIL

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SKETCH 96-69-06A

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22JUN98

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TEG

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RFI I00143 - STAIR TOWER DIMENSION

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22JUN98

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TEG

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REVISED AS-BUILTS

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01SEP98

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TEG

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AS BUILT

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KTR USED PERM-A-BARRIER

NOT USED

SOW Attachment F - Existing BB2256 Drawings

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SCALE: 1/8 " = 1'-0"

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SCALE: 1/8 " = 1'-0"

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SCALE: 1/8 " = 1'-0"

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3RD LEVEL FRAMING

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SCALE: 1/8 " = 1'-0"

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1ST LEVEL FOUNDATION PLAN

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UTILITY LEVEL FOUNDATION PLAN

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KUTCH

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FOUNDATIONS AND FRAMING PLANS

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UTILITY, FIRST, SECOND, AND THIRD LEVELS

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TOP OF SLAB

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EL 2440.83

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TOP OF SLAB

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EL 2445.95

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TOP OF SLAB

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EL 2436.16

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TOP OF SLAB

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EL 2429.17

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TOP OF SLAB

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EL 2440.83

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C BEAM CAMBER

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AutoCAD SHX Text 1/8 " = 1' - 0"

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FOUNDATION/FRAMING

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2ND LEVEL

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REF

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FOR PLAN

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THIS AREA

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NOTES:

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BASE PLATE AND COLUMN

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TYP DETAIL REF PLATE

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SIM

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SLAB ON GRADE FLOORS AT FIRST AND SECOND LEVELS

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6" CONCRETE WITH #4 AT 12" OC EACH WAY.

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FLOORS AT SECOND LEVEL OVER UTILITY ROOM AND

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THIRD LEVEL 3" COMPOSITE DECK WITH 2 1/2 " NORMAL

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WEIGHT CONCRETE TOPPING WITH WWF 6X6 W1.4 X W1.4

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REINFORCEMENT.

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SEE FOUNDATION PLAN FOR COLUMN LOCATIONS.

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AutoCAD SHX Text W6X15

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SIM

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AutoCAD SHX Text D

AutoCAD SHX Text S-18

AutoCAD SHX Text C

AutoCAD SHX Text B

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AutoCAD SHX Text 41'-11"

AutoCAD SHX Text 22'-6 1/2 "

AutoCAD SHX Text 39'-11"

AutoCAD SHX Text 11'-9 1/2 "

AutoCAD SHX Text 5'-7"

AutoCAD SHX Text 5'-2"

AutoCAD SHX Text 5'-7"

AutoCAD SHX Text 11'-9 1/2 "

AutoCAD SHX Text 9'-2 1/2 "

AutoCAD SHX Text 22.5%%d

AutoCAD SHX Text 9'-2 1/2 "

AutoCAD SHX Text 13'-0"

AutoCAD SHX Text 3'-0 3/4 "

AutoCAD SHX Text 6'-4 3/4 "

AutoCAD SHX Text 3'-0 3/4 "

AutoCAD SHX Text 9'-4"

AutoCAD SHX Text 6'-7"

AutoCAD SHX Text 28'-11"

AutoCAD SHX Text 15'-11"

AutoCAD SHX Text 4'-5"

AutoCAD SHX Text 2'-10"

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AutoCAD SHX Text 1.6

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AutoCAD SHX Text 9.8

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AutoCAD SHX Text 11.2

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AutoCAD SHX Text 12.5

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AutoCAD SHX Text 13.2

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AutoCAD SHX Text 3.8

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AutoCAD SHX Text 11.2

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AutoCAD SHX Text 12.5

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AutoCAD SHX Text 13.2

AutoCAD SHX Text 13.6

AutoCAD SHX Text 14.4

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AutoCAD SHX Text 11.8

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AutoCAD SHX Text D

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AutoCAD SHX Text 14.6

AutoCAD SHX Text 13.3

AutoCAD SHX Text 12.6

AutoCAD SHX Text 5.4

AutoCAD SHX Text 4.7

AutoCAD SHX Text 3.4

AutoCAD SHX Text 2.7

AutoCAD SHX Text 1.4

AutoCAD SHX Text 11.4

AutoCAD SHX Text 10.7

AutoCAD SHX Text 3'-0 3/4 "

AutoCAD SHX Text 28'-11"

AutoCAD SHX Text 3'-0 3/4 "

AutoCAD SHX Text 9'-4"

AutoCAD SHX Text 6'-7"

AutoCAD SHX Text 28'-11"

AutoCAD SHX Text 15'-11"

AutoCAD SHX Text D

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FILE NO.

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DATE:

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CHK.

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SHEET

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DSGN.

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SIZE

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INVITATION NO.

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PLATE

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U.S. ARMY ENGINEER DISTRICT, SEATTLE

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CORPS OF ENGINEERS

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SEATTLE, WASHINGTON

AutoCAD…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated May 8, 2025.