5-6730 A6.1.01.pdf
PDF 302 KB Posted
- Attached to
- RFP - Welding Lab
- Solicitation number
- RFP VBI 260000002075 3
- Issued by
- Van Buren County, Michigan
About this file
This is an architectural detail drawing (A6.1.01) for the Career and Technical Education Improvements project at Van Buren Intermediate School District in Lawrence, Michigan. The drawing set contains comprehensive construction details for the welding lab renovation, including specifications for new doors and frames in existing block walls, hollow metal masonry door frames, borrowed lite glazing systems, storefront installations, masonry wall configurations, locker base details, metal panel transitions, ladder installations, wall shaft systems, guard rail assemblies, and fixed wood bench construction. The details are presented at various scales (ranging from 1/2" = 1'-0" to 1 1/2" = 1'-0") and reference related specifications and structural drawings. The project documents indicate a bid date of May 14, 2026, with an addendum dated June 4, 2026, establishing the timeline for contractor submissions and construction document revisions.
The specifications detail material requirements including galvanized steel components, Fabral Select Series 612 and Englert Unline RW metal panels, hollow metal frames filled with grout, concrete masonry units with bullnose block finishes, fire-rated wall assemblies with mineral wool insulation, aluminum door frames, red oak plywood components, and various anchoring systems. All exposed steel must be galvanized and painted per standard specifications. The drawing references a comprehensive set of related documents including door schedules, room finish plans, structural drawings, and a code compliance plan for fire and smoke-rated wall locations, indicating a coordinated design approach across multiple construction disciplines for this educational facility improvement project.
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Text version
JAMB
EXISTING BLOCK WALL TO
REMAIN
SEALANT OVER BACKER ROD
CONTINUOUS AT PERIMETER OF
FRAME, BOTH SIDES (TYPICAL)
SEE DOOR SCHEDULE FOR
DOOR TYPE
HEAD
GROUT FILLED BULLNOSE
BLOCK, EXCEPT AT
LOCATIONS WITH TILE ON
WALL, SEE FINISH
SCHEDULE
GROUT FILLED HOLLOW
METAL DOOR FRAME, SEE
DOOR & FRAME SCHEDULE
SEE DOOR
SCHEDULE FOR
DOOR TYPE
GROUT FILLED HOLLOW METAL
DOOR FRAME SEE DOOR & FRAME
SCHEDULE
CUT EXISTING BLOCK DOWN BELOW
EXISTING FLOOR SLAB, MIN. OF 2"-
GROUT SOLID TO MATCH FLOOR LINE
EXISTING FLOOR SLAB
EXISTING BLOCK TO
BE REMOVED, SEE
FLOOR PLAN FOR
OPENING WIDTH
EXISTING 8" BLOCK WALL TO
REMAIN (REPAINT TO MATCH
EXISTING)
"TOOTH, IN" NEW 8" BLOCK AS
REQUIRED FOR NEW DOOR
OPENING IN EXISTING WALL
LINTEL W/ 8" MIN. BEARING EACH
SIDE, SEE STRUCTURAL FOR SIZE
AND LAYOUT, GALV. & PAINT ALL
EXPOSED STEEL (TYPICAL)
NEW 4" BLOCK INFILL-EACH SIDE
(PAINTED TO MATCH EXISTING)
SILL
PROVIDE (3) ANCHORS PER JAMB
MINIMUM W/ GROUT INFILL
3/8
3/8"
REFER TO PLANS & ROOM FINISH
PLANS FOR FLOOR FINISH
PROVIDE (3) ANCHORS PER JAMB MINIMUM
W/ GROUT INFILL
GROUT FILLED BULLNOSE BLOCK, EXCEPT
AT LOCATIONS WITH TILE ON WALL (SEE
FINISH SCHEDULE)
WOOD SHIMS
AS REQUIRED
BORROWED LITE GLAZING AND GLASS STOP
SEALANT OVER BACKER ROD
CONTINUOUS AT PERIMETER OF
FRAME, BOTH SIDES (TYPICAL)
STEEL LINTEL AND PLATE, SEE
STRUCTURAL, GALV. & PAINT
ALL EXPOSED STEEL (TYPICAL)
BLOCK WALL, SEE PLANS FOR
THICKNESS
SEE DOOR SCHEDULE
FOR DOOR TYPE
JAMB
HEAD
NOTE:
SEE PLANS FOR EXACT
WALL CONFIGURATION
SEE FRAME LEGEND
FOR FRAME TYPE
SEE TYPICAL DOOR
HEAD NOTES FOR JAMB
SEE DOOR SCHEDULE FOR
DOOR TYPE
SEALANT OVER BACKER ROD
CONTINUOUS AT PERIMETER OF
FRAME, BOTH SIDES (TYPICAL)
U-BLOCK LINTEL, SEE
STRUCTURAL
HEAD
U-BLOCK LINTEL
STEEL LINTEL
3/8"
3/8"
3/8
GROUT FILLED HOLLOW
METAL DOOR FRAME, SEE
DOOR & FRAME SCHEDULE
GROUT FILLED HOLLOW
METAL DOOR FRAME, SEE
DOOR & FRAME SCHEDULE
SILL
JAMB
BULLNOSE BLOCK GROUT
FILLED
SEE DOOR SCHEDULE FOR DOOR
TYPE
WOOD SHIMS AS REQUIRED
HEAD
LINTEL W/ 8" MIN. BEARING EACH
SIDE, SEE STRUCTURAL FOR SIZE
AND LAYOUT
GALV. & PAINT ALL
EXPOSED STEEL
(TYPICAL)
EXISTING METAL PANEL AND
BLOCK WALL TO REMAIN
ALUMINUM DOOR FRAME, SEE
DOOR & FRAME SCHEDULE
ALUMINUM THRESHOLD SET IN
FULL BED OF SEALANT
EXISTING CONCRETE FLOOR SLAB
TO REMAIN
EXISTING CONCRETE FOUNDATION
WALL TO REMAIN
* = VERIFY W/DOOR SWING
EXISTING WALL MATERIALS TO BE
REMOVED FROM T.O.F. WALL TO
FINISH FLOOR LINE- INFILL W/CONC.
AND EXPANSION MATERIAL BETWEEN
INSIDE & OUTSIDE POURS
* = VERIFY WITH DOOR SWING
EXISTING BLOCK WALL TO REMAIN
(REPAINT BLOCK)
SEALANT OVER BACKER ROD
CONTINUOUS AT PERIMETER OF
FRAME, BOTH SIDES (TYPICAL)
#4 DOWELS, 24" LONG @ 12" O.C.,
DRILLED AND EPOXY GROUTED 8"
MIN. INTO EX. FOUNDATION WALL
(12" LONG ON INTERIOR SIDE)
(3) WYTHS OF NEW 4" BLOCK- TOOTH
IN AS REQUIRED (PAINTED)
FINISH FLOOR
EL. 100'-0"
T.O. EXIST. FOUNDATION
FIELD VERIFY
FOR FIRST 6'
SLOPE DOWN
MAX. 1:48
ALUMINUM DOOR AND FRAME,
SEE DOOR SCHEDULE
NEW METAL PANEL FABRAL SELECT
SERIES 612 TO NEAREST VERTICAL
SEAM. REFER TO SPECIFICATIONS
(METAL PANEL 1)
POST-APPLIED
THRU WALL
FLASHING WITH
CONTINUOUS
TERMINATION
BAR (TYP.)
CORNER ANGLE
AT BOTTOM
5 1/2"
CORNER TRIM BY PANEL MFG.
NEW METAL PANEL FABRAL SELECT
SERIES 612 TO NEAREST VERTICAL
SEAM. REFER TO SPECIFICATIONS
(METAL PANEL 1)
SEALANT, BOTH SIDES
BORROWED LITE HEAD
BORROWED LITE SILL
BORROWED LITE GLAZING
AND GLASS STOP
HOLLOW METAL FRAME,
FILL FRAME W/ GROUT
(TYPICAL)
BORROWED LITE GLAZING
AND GLASS STOP
BULLNOSE BLOCK
HOLLOW METAL FRAME, FILL
FRAME W/ GROUT AND
PROVIDE (3) ANCHORS PER
JAMB MINIMUM GROUTED
INTO BLOCK CORES. (TYP.)
HOLLOW METAL FRAME,
FILL FRAME W/ GROUT
(TYPICAL)
SEALANT, CONTINUOUS
AROUND FRAME PERIMETER
BOTH SIDES
BORROWED LITE
GLAZING AND GLASS
STOP
SEE BORROWED LITE TYPES
BULLNOSE BLOCK
AT SILL
BLOCK WALL WITH WALL
REINFORCING AT 16" O.C.,
SEE PLANS FOR THICKNESS
STEEL LINTEL & PLATE, SEE
STRUCTURAL DRAWINGS
(GALV. & PAINT ALL EXPOSED
STEEL)
JAMB
SILL
HEAD
3/8
3/8"
3/8"
SEE BORROWED LITE TYPES
FINISH FLOOR
EL. 100'-0"
WALL BASE - SEE
ROOM FINISH SCHEDULE.
SEE STRUCTURAL DRAWINGS
FOR WALL REINFORCING.
EXISTING FLOOR SLAB
3"
DRILL AND EPOXY 3" MIN.
EMBEDMENT @ 48" O.C.
U-BLOCK CONTINUOUS
W/ GROUT FILL AND (2) #5
BARS CONT.
8" BLOCK WALL W/(1) #5
VERT. BAR AT 48"O.C.-
GROUTED SOLID (TYP.)-
8" HORIZ. LEG- MIN.
T.O. WALL
SEE FLOOR PLAN
CONCRETE MASONRY UNITS
1/8" THICK FIRESTOP SPRAY,
OVERLAP ONTO WALL & DECK
1/2" MIN. (TYPICAL BOTH SIDES
OF WALL)
METAL DECK
8# MINERAL WOOL
COMPRESSED 50% AND
INSERTED INTO FLUTES
FLUSH WITH FACES OF WALL
FIRE-RATED WALL (TYP.)
1/2 " O
VE
RL
AP
FINISH FLOOR
METAL LOCKER,
REFER TO
SPECIFICATIONS
3/4" PLYWOOD x 4"
WIDE CONT. AT
LOCKER ANCHOR
POINT BY LOCKER
CONTRACTOR IF
REQUIRED
THINSET C.T. ON 8"
BLOCK BASE, FILL
CORES W/GROUT
(TYPICAL)
LOCKER TOP, SEE
SPECIFICATIONS
AN
D
SP
EC
IF
IC
AT
IO
NS
SE
E
IN
TE
RI
OR
E
LE
VA
TI
ON
1/2"
SEE SPEC.
8" T
YP
EXISTING WALL
ASSEMBLY
EXISTING
MEZZANINE FLOOR
CEILING WHERE OCCURS.
REFER TO REFLECTED
CEILING PLAN
COMPRESSIBLE FILLER ALL
NEW MASORY WALLS
UNDER MEZZANINE NEW BEAM, REFER TO
STRUCTURAL, GALV. &
PAINT ALL EXPOSED
STEEL (TYPICAL)
GROUT, REFER TO
STRUCTURAL
A6.1.01
SILL
JAMB
BULLNOSE BLOCK GROUT
FILLED
WOOD SHIMS AS REQUIRED
HEAD
LINTEL W/ 8" MIN. BEARING EACH
SIDE, SEE STRUCTURAL FOR SIZE
AND LAYOUT
GALV. & PAINT ALL
EXPOSED STEEL
(TYPICAL)
EXISTING METAL PANEL AND
BLOCK WALL TO REMAIN
ALUMINUM FRAME
EXISTING BLOCK WALL TO REMAIN
(REPAINT BLOCK)
SEALANT OVER BACKER ROD
CONTINUOUS AT PERIMETER OF
FRAME, BOTH SIDES (TYPICAL)
(3) WYTHS OF NEW 4" BLOCK- TOOTH
IN AS REQUIRED (PAINTED)
NEW METAL PANEL FABRAL SELECT
SERIES 612 TO NEAREST VERTICAL
SEAM. REFER TO SPECIFICATIONS
(METAL PANEL 1)
POST-APPLIED
THRU WALL
FLASHING WITH
CONTINUOUS
TERMINATION
BAR (TYP.)
CORNER ANGLE
AT BOTTOM
CORNER TRIM BY PANEL MFG.
NEW METAL PANEL FABRAL SELECT
SERIES 612 TO NEAREST VERTICAL
SEAM. REFER TO SPECIFICATIONS
(METAL PANEL 1)
UPTURNED
BULLNOSE
BLOCK, GROUT
TOP COURSE
BELOW SOLID
BULLNOSE BLOCK
JAMB BEYOND
ELEVATION
EXISTING BLOCK WALL TO REMAIN
(REPAINT BLOCK)
NEW METAL PANEL SELECT SERIES
612 TO NEAREST VERTICAL SEAM.
REFER TO SPECIFICATIONS
CONTINUOUS
SILL FLASHING
PREFINISHED
METAL PANEL
TRIM
10' - 0"
WINDOW SILL
DRIP FLASHING ANGLE
DOWNWARD BY PANEL MFG.
REFER TO SPECIFICATIONS.
NEW METAL PANEL FABRAL
SELECT SERIES 612 TO
NEAREST VERTICAL SEAM.
REFER TO SPECIFICATIONS
(METAL PANEL 1)NEW METAL PANEL
ENGLERT UNLINE RW TO
NEAREST VERTICAL
SEAM. REFER TO
SPECIFICATIONS.
(METAL PANEL 2)
DRIP FLASHING
ANGLE DOWNWARD
2' - 8"
METAL PANEL TRANSITION
SPRAY ON INSULATION ON
BLOCK W/HORIZ. REINF. AT
16"O.C. (TYP) STARTING
ABOVE SECOND COURSE.
MASONRY BLOCK
AND SPRAY ON
INSULATION TO
MATCH EXISTINGELEVATION
PLAN VIEW
ELEVATION
3/4" DIA. RUNGS
AT 12" O.C.
2 1/2" x 3/8" RAILS W/ TOP
END ROUNDED
2 1/2" x 3/8" BENT PLATES AT
TOP, BOTTOM 7'-0" O.C. MAX. W/
HY-270 1/2" DIA. ANCHORS
2' - 0"
3'
- 6
1'
- 0
1' - 6"
7"
LADDER LOCATION LADDER
HEIGHT
LADDER SCHEDULE
10'-0"A101 RECEIVING
NOTE:
ALL STEEL USED SHALL
BE GALVANIZED
EXISTING PRECAST
CONCRETE PLANK
FLOOR
INTERIOR BLOCK PARTITION
(NON-LOAD BEARING)
COMPRESSIBLE MATERIAL
AS REQ'D TO FILL GAP. REFER TO
CODE COMPLIANCE PLAN FOR
LOCATIONS OF RATED WALLS
FOR SMOKE OR FIRE RATED
MATERIAL IN GAP.
EXISTING
MEZZANINE FLOOR
EXISTING PRECAST CONCRETE
PLANK FLOOR
INTERIOR BLOCK PARTITION
(NON-LOAD BEARING)
EXISTING
MEZZANINE FLOOR
FIRE STOP CAULK/ SEALANT
2 1/2" C.H. STEEL STUDS, 20 GA. AT
24" O.C
(1) LAYER 1" GYP LINER PANEL
(2) LAYERS 5/8" GYP PANEL
2 1/2" GALVANIZED STEEL
J CHANNEL AT SIDES.
COMPRESSIBLE MATERIAL AS REQ'D TO FILL
GAP. REFER TO CODE COMPLIANCE PLAN FOR
LOCATIONS OF RATED WALLS FOR SMOKE OR
FIRE RATED MATERIAL IN GAP.
HORIZONTAL SURFACE
TO BE 3/4" RED OAK
PLYWOOD SECURED TO
2x4 FRAMING BELOW
SLOPED FRONT SURFACE TO
BE 3/4" RED OAK PLYWOOD
SECURED TO 2x4 FRAMING
2x4 WOOD FRAMING AT 16" O.C.
SECURED TO WALL & FLOOR
WITH 1/2" DIA. ANCHORS AT 24"
O.C. (MAX.)
CONT. 3/4" SOLID RED OAK
WITH EASED EDGES
1' - 4"
4"
4"
9 1/2" 3/4" 2" 3" 3/4"
EXISTING
MEZZANINE FLOOR
6-1/2" THREADED ROD WITH
DROP IN ANCHOR. REFER TO
STRUCTURAL
9"
3'
- 6
" T O
TO
P
OF
G
UA
RD
RA
IL
1'
- 0
EQ
EQ
4"
1 1/2" DIA. PIPE GUARD RAIL
W/ 1 1/2" DIA. INTERMEDIATE
RAILS AND VERTICAL POSTS
AT 6'-0" O.C. MAXIMUM
EXISTING PRECAST
CONCRETE PLANK
FLOOR
PIPE SLEEVES AT ALL GUARD
RAIL VERTICAL POSTS (6'-0" O.C.
MAX.) WELDED TO THREADED
ROD
BLOCK WALL, SEE PLANS
FOR THICKNESS
PROJECT NO.
DRAWN
REVIEWED
NO PART OF THIS DRAWING MAY BE
USED OR REPRODUCED IN ANY FORM
OR BY ANY MEANS, OR STORED IN A
DATA BASE OR RETRIEVAL SYSTEM,
WITHOUT PRIOR WRITTEN
PERMISSION OF
ALL RIGHTS RESERVED
c
ISSUANCES
GMB COPYRIGHT
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A6.1.01
5-6730
DETAILS
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A6.1.01 1 1/2" = 1'-0"
1 NEW DOOR & FRAME IN EXISTING WALL
A6.1.01 1 1/2" = 1'-0"
2 HOLLOW METAL MASONRY DOOR FRAME
A6.1.01 1 1/2" = 1'-0"
3 NEW DOOR & FRAME IN EXISTING WALL
A6.1.01 1 1/2" = 1'-0"
4 HOLLOW METAL BORROWED LITE
A6.1.01 1 1/2" = 1'-0"
6 MASONRY NON-BEARING
A6.1.01 1 1/2" = 1'-0"
7 MASONRY TOP OF WALL UNBRACED
A6.1.01 1 1/2" = 1'-0"
8 TOP OF WALL DETAILS
A6.1.01 1" = 1'-0"
13 LOCKER BASE DETAIL
A6.1.01 1 1/2" = 1'-0"
9 TOP OF WALL AT MEZZANINE FLOOR
A6.1.01 1 1/2" = 1'-0"
5 STOREFRONT & FRAME IN EXISTING WALL
A6.1.01 1" = 1'-0"
12 METAL PANEL TRANSITION
A6.1.01 1/2" = 1'-0"
14 TYPICAL LADDER DETAIL
A6.1.01 1 1/2" = 1'-0"
10 WALL BELOW MEZZANINE
A6.1.01 1 1/2" = 1'-0"
11 UL SHAFT WALL SYSTEM
A6.1.01 1" = 1'-0"
15 FIXED WOOD BENCH DETAIL
05.14.2026 BIDS &
CONSTRUCTION
06.04.2026 ADDENDUM 002
A6.1.01 1 1/2" = 1'-0"
16 MEZZANINE GUARD RAIL DETAIL
A6.1.01 - DETAILS
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