W912QR21R0013_Plans_Vol2-0001.pdf
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- Attached to
- Family Housing Renovation at WPAFB, OH
- Solicitation number
- W912QR21R0013
About this file
This solicitation and related documents provide details for a family housing renovation project at Wright-Patterson Air Force Base in Ohio. The U.S. Army Corps of Engineers seeks to award a firm-fixed-price contract to renovate 29 government-owned housing units of various sizes, including interior and exterior modernization and repair work. Project scopes include mechanical, electrical and plumbing system upgrades, kitchen and bathroom reconfigurations, and additions to provide additional living space. The contractor will also replace one-car garages with two-car garages. Work will be phased and include design extensions and sprinkler shop drawings. Proposals are due through the beta.sam.gov website and will be evaluated on past performance, technical merit, and price using a best value tradeoff process. Discussions may be held at the government's discretion. The anticipated contract value ranges from $25-100 million. The point of contact for this opportunity is the listed contract specialist.
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MIN. 4' - 0" LAP
SPLICE
NAIL SPLICE CONNECTION,
(10) - 16d NAILSSPLICE
DOUBLE WALL TOP PLATE
PRE-ENGINEERED WOOD
TRUSSES
UPLIFT TIE @ EA. TRUSS TO TOP PLATE CAPABLE
OF RESISTING ALLOWABLE WIND LOAD OF 500 LBS
@ GIRDER TRUSS PROVIDE UPLIFT TIE WHICH
CONNECTS DIRECTLY TO STUDS BELOW CAPABLE
OF RESISTING ALLOWABLE WIND LOAD OF 1500 LBS
2x6 WOOD STUDS @ 16" OC
SEE ARCH. FOR WINDOW /DOOR
LOCATION AND DETAIL
APA RATED SHEATHING,
SEE GENERAL NOTES
LIGHT GAUGE FRAMING
ANGLE 24" OC FROM
BLOCKING TO TOP PLATE
CAPABLE OF RESISTING
ALLOWABLE WIND LOAD
OF 500 LBS
RIPPED 2x BLOCKING
BETWEEN TRUSSES.
PROVIDE EDGE NAILING
FROM ROOF SHEATHING
TO BLOCKING
FASTEN PLYWOOD TO
BOTH PLATES WITH 8d
NAILS @ 6" OC EA.
PLATE, TYP.
APA RATED WALL SHEATHING,
SEE GENERAL NOTES
GALV. ANGLE. REFER TO
BRICK LINTEL SCHEDULE
STEP BOTTOM CHORD OF
TRUSS OR FRAMING BY
CONTRACTOR TO ALIGN NEW
CEILING WITH EXISTING
(CONTRACTOR TO VERIFY
HEIGHT IN FIELD)
UNLESS NOTED OTHERWISE:
NEW FACE MOUNT JOIST
HANGER WITH MIN.
ALLOWABLE (FLOOR) LOAD
CAPACITY OF 1000 LBS
FOR EXISTING HEADERS OR
DOUBLE JOISTS, PROVIDE
HANGER WITH MIN.
ALLOWABLE (FLOOR) LOAD
CAPACITY OF 2500 LBS.
EXISTING ASSUMED FLOOR
JOIST SHALL BE CUT 1/4"
MAXIMUM FROM FACE OF
NEW HEADER
NEW BEAM, SEE PLAN
FASTEN EXISTING
INTERIOR SHEATHING
TO NEW BEAM W/ 10d
NAILS @ 4" OC
EXISTING ASSUMED 12" BRICK
WALL
NEW GALV. STEEL BEAM
PER PLAN. W/ 1/4"x11 1/2"
GALV. PLATE WELDED TO
TOP FLANGE
FASTEN INTERIOR SHEATHING
TO NEW BLOCKING W/ 10d
NAILS @ 4" OC
EXISTING ASSUMED FLOOR
JOISTS @ 16" OC
PACK WEB WITH SOLID 2x
BLOCKING AS REQ'D FOR
SHEATHING ATTACHMENT.
FASTEN TO STEEL WITH 1/2"
DIA. THRU BOLTS @ 24" OC
STAGGERED
PRE-ENGINEERED
WOOD TRUSSES
PER PLAN
APA RATED SHEATHING,
SEE GENERAL NOTES
LEDGER PER PLAN. FASTEN
TO BRICK W/ (2) 1/4" THREADED
MASONRY ANCHORS @ 12" OC
(APPROVED FOR INSTALLATION
IN BRICK) W/ 1 3/4" MIN. EMBED
INTO BRICK
1/4 3-12
PLATE-TO-BEAM
EXISTING DIAGONALLY SHEATHED
1x PLANK SUBFLOOR. FASTEN TO LAST JOIST W/ 10d NAILS @ 4" OC.
DEMO EXISTING WALL ~1"
BELOW NEW SUBFLOOR
ASSUMED CONC.
FOUNDATION WALL BELOW
DOUBLE JOIST
LEDGER PER PLAN. FASTEN TO
BRICK W/ (2) 1/4" THREADED
MASONRY ANCHORS @ 12" OC
(APPROVED FOR INSTALLATION
IN BRICK) W/ 1 3/4" MIN. EMBED
INTO BRICK
BLOCKING/JOISTS @ 16" OC
LAST LONG BAY, TOE NAIL TO
SUPPORTING FRAMING EA. END
W/ (6) 10d TOE NAILS OR JOIST
HANGER W/ ALLOWABLE
"FLOOR" LOAD OF 600 LBS
3/4" T&G APA RATED
PLYWOOD SUBFLOOR
EDGE OF NEW PLYWOOD
LVL MEMBERS SAWN LUMBER
FASTENER SPACING
12" OC (ONE SIDE)
12" OC (BOTH SIDES)
12" OC (ONE SIDE)
TWO-PLY
THREE-PLY
FOUR-PLY
# OF ROWS
FASTENER
16d NAILS
SEE NOTE #1
16d NAILS
# OF ROWS
N/A
FASTENER
10d NAILS
10d NAILS
N/A
NOTES:
1. ONE SIDED FASTENERS FOR FOUR-PLY LVL MEMBERS SHALL USE 0.22" DIA.
SHANK FASTENERS 6 3/4" LONG WITH LARGE WASHER HEAD SPECIFICALLY
INTENDED FOR MULTI-PLY LUMBER FASTENING
TWO-PLY THREE-PLY FOUR-PLY
MULTI PLY-BEAM/HEADER FASTENING REQUIREMENTS
DECKING PER ARCH.
FOUNDATION WALL SEE
DETAIL
304 SS THREADED ROD (SIZE
AS REQ'D BY HOLDOWN), NUT,
AND 1/4" PLATE WASHER
S E
E A
R C
H
M
IN
DECK JOIST PER PLAN
P.T. BLOCKING BETWEEN
JOISTS @ BEARING
SS UPLIFT TIE @ EA.
RAFTER TO BEAM
CAPABLE OF RESISTING
ALLOWABLE WIND LOAD
OF 300 LBS
DECK BEAM PER PLAN
SS HOLDOWN W/
ALLOWABLE MIN. (WIND)
LOAD CAPACITY OF 1800 LBS
ATTACHED TO DECK BEAM
1" STAINLESS PIPE SLEEVE
FROM FACE OF BRICK TO
BOTTOM OF HOLDOWN.
PROVIDE SEALANT AROUND
PIPE @ BRICK PENETRATION
/A5 S-501
GALV. L5x3 1/2"x5/16" FOR
OPENINGS LESS THAN OR
EQUAL TO 4'-0" w/ 4" BEARING
EA. END
GALV. L6x3 1/2"x3/8" FOR
OPENINGS GREATER THAN
4'-0" THRU 8'-0" IN WIDTH w/ 6"
BEARING EA END
HEADER PER PLAN
NEW SINGLE WYTHE BRICK
VENEER
GALV. L6x4x3/8" LINTEL W/ 5/8"x4" LAG SCREWS TO
HEADER THRU WOOD
SHEATHING @ 12" OC
STAGGERED
HEADER PER PLAN
NEW SINGLE WYTHE BRICK
VENEER
LOOSE LAID LINTELS (OPENINGS ≤ 8'-0" WIDE) FASTENED LINTELS (OPENINGS > 8'-0" WIDE)
WOOD POST, OR JAMB STUDS
UPPER WALL SILL PLATE
FLOOR JOIST PER PLAN
LOWER WALL TOP PLATES
CONTINUE POST (OR JAMB
STUDS) FROM ABOVE TO
FOUNDATION. KING STUDS
NEED NOT BE CONTINUED
BELOW
PROVIDE SOLID LUMBER
BLOCKING AT IN FLOOR
CAVITY MATCHING JAMB
STUD OR POST DIMENSION
WOOD POST SPLICE @ FLOOR
HOLDOWN WHERE NOTED PER
PLAN OR HEADER DETAIL
@ FOUNDATION LEVEL, DRILL
AND EPOXY THREADED ROD TO
FOUNDATION WALL W/ EPOXY
AND 10" MIN. EMBED.
EXISTING RAFTERS SHALL BE
CUT FLUSH WITH FACE OF
NEW BEAM. PROVIDE
SLOPEABLE JOIST HANGER
WITH ALLOWABLE UPLIFT
CAPACITY OF 1000 LBS, AND
ALLOWABLE "SNOW"
CAPACITY OF 1400 LBS.
ASSUMED EXISTING TIMBER
TOP PLATES ANCHORED TO
EXISTING MASONRY WALL
PROVIDE (3) .152" DIA. x 6" LONG SCREWS
COUNTERSUNK IN BEAM AND SCREWED
INTO EXISTING ASSUMED TIMBER TOP
PLATES
NEW BEAM PER PLAN
EXISTING ROOF SHEATHING
TO REMAIN
MIN. BRG.
6"
2'1' 4'0
EXISTING RAFTERS SHALL BE CUT
FLUSH WITH FACE OF NEW BEAM.
PROVIDE SLOPEABLE JOIST HANGER
WITH ALLOWABLE UPLIFT CAPACITY
OF 1000 LBS, AND ALLOWABLE
"SNOW" CAPACITY OF 1400 LBS.
NEW POST PER PLAN
20 GA.x1 1/4" COIL STRAP W/ 1000
LBS MIN. UPLIFT CAPACITY. RUN
ON ONE SIDE OF POST/RIDGE
BEAM AND PROVIDE MIN. 10"
OVERLAP. FILL ALL AVAILABLE NAIL
HOLES
NEW BEAM PER PLAN
EXISTING ROOF
SHEATHING
MIN.
6"
EXISTING ASSUMED
BEARING WALL
EXISTING RAFTERS
(SEE ARCH. DRAWINGS
FOR EXTENTS OF WALL
REMOVAL)
INFILL AROUND BEAM
POCKET W/ RECLAIMED
BRICK
ASSUMED 3 WYTHE
SOLID BRICK WALL
GROUT UNDER PLATE AS
REQUIRED W/ NONSHRINK
GROUT
5/8"x7 1/2"x10" GALV. STEEL
PLATE UNO ON PLANS
OUTSIDE FACE OF BRICK TO
REMAIN
7" MIN.
GALV. STEEL BEAM
PER PLAN
3"x1"x3/8" STABILIZER
TAB EA. SIDE OF BEAM
FLANGE WELDED TO
BEARING PLATE
NEW DOUBLE ANGLE
LINTEL PER PLAN PROVIDE
8" MIN. BEARING EA. END
ASSUMED 2 WYTHE
SOLID BRICK WALL
2'1' 4'0
NEW TRIPLE ANGLE LINTEL
PER PLAN PROVIDE 8" MIN.
BEARING EA. END
ASSUMED 3 WYTHE
SOLID BRICK WALL
TRIPLE ANGLE LINTELDOUBLE ANGLE LINTEL
OPENING WIDTH
BRICK LINTEL SCHEDULE
EXISTING LINTEL REPLACEMENT NOTES:
1. BRICK LINTEL SCHEDULE ONLY APPLIES TO REPLACEMENT OF EXISTING
LINTELS IN 2-WYTHE AND 3-WYTHE LOAD-BEARING BRICK WALLS.
2. BRICK STEEL LINTELS SHALL HAVE 8" MINIMUM BEARING EACH END.
3. WHEN THE DISTANCE BETWEEN TWO ADJACENT OPENINGS AT THE SAME
ELEVATION IS LESS THAN 16", PROVIDE CONTINUOUS LINTEL OVER BOTH
OPENINGS. LINTEL SHALL BE SIZED BASED ON THE LARGER OPENING.
4. SEE ARCHITECTURAL FOR WIDTH OF OPENINGS AND LIST OF EXISTING
LINTELS THAT REQUIRE REPLACEMENT.
5. ONE LINTEL IS REQUIRED PER WYTHE OF BRICK. SEE DETAILS ABOVE FOR
2-WYTHE AND 3-WYTHE CONDITIONS.
6. TEMPORARY SHORING FOR EXISTING BRICK WALL DURING NEW LINTEL
INSTALLATION IS THE RESPONSIBILITY OF THE CONTRACTOR.
0'-0" TO 5'-0"
5'-1" TO 7'-0"
7'-1" TO 10'-0"
ANGLE SIZE
L6x3 1/2x5/16 (LLV)
L7x4x3/8 (LLV)
L8x4x7/16 (LLV)
US Army Corps of Engineers ®
SHEET ID
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TYPE A
1" = 1'-0"A7
TOP WALL PLATE SPLICE
1'6" 2'0
3/4" = 1'-0"F8
TRUSS BEARING SECTION
2'1' 4'0
3/4" = 1'-0"D9
FLUSH BEAM SECTION
2'1' 4'0
3/4" = 1'-0"B9
NEW STEEL BEAM SECTION
3/4" = 1'-0"B7
SECTION WALL DEMO
3/4" = 1'-0"D7
FASTENING SCHEDULE
2'1' 4'02'1' 4'0
2'1' 4'0
3/4" = 1'-0"A4
DECK TO WALL SECTION
3/4" = 1'-0"C4
BRICK VENEER LINTEL DETAILS
3/4" = 1'-0"A1
SPLICE DETAILS
2'1' 4'02'1' 4'0
2'1' 4'0
3/4" = 1'-0"F6
BEAM TO EXISTING WALL
3/4" = 1'-0"F3
NEW POST AT BEAM
2'1' 4'0
3/4" = 1'-0"G1
BEAM BRG TO EXIST. WALL
2'1' 4'0
3/4" = 1'-0"C1
SOLID BRICK LINTEL REPLACEMENT
DETAIL
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03/02/2021
CERTIFIED FINAL SUBMITTAL
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