Original Drawings - Main Entry Control Point - Alpena CRTC.pdf
PDF 635 KB Posted
- Attached to
- TDVG242001 Repair Main Entry Control Point (ECP) Driving Lane Overhang - Alpena CRTC, MI
- Solicitation number
- W50S8624R0002
- Issued by
-
Department of the Army National Guard
About this file
This document appears to be the original drawings for the Main Entry Control Point (ECP) at Alpena CRTC in Alpena, MI. The drawings provide detailed structural and architectural plans for the renovation of the existing ECP covered drive, including foundation, framing, roof, and exterior elevation details.
The related federal contract opportunity is a solicitation (W50S8624R0002) issued by the Department of the Army National Guard to repair the existing Main ECP driving lane overhang at Alpena CRTC. The scope of work includes providing all required personnel, equipment, tools, materials, supervision, and quality control to replace the damaged overhead drive entrance structure. This requirement is set aside for Small Business concerns under NAICS code 238160 (Sheet Metal Roofing Installation), with a size standard of $19.0M. Proposals are due by April 30, 2024 at 11:00 AM EST, and a site visit is highly encouraged on April 11, 2024 at 1:00 PM EST. The contract award will be made to the responsible offeror whose proposal is most advantageous to the Government, considering price and non-price related factors.
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Text version
CRIPPLE STUD
TRACK PIECE
BASE TRACK
ADDITIONAL
ANCHORAGE
HEADER TRACKS
INFILL STUD
JAMB
THICKNESS
43 mil MIN.
COLD-ROLLED
CHANNEL
CLIP ANGLE
[LENGTH = 80% OF STUD DEPTH (d)]
SCREW
ATTACHMENT
STUD
BASE TRACK
LOW VELOCITY FASTENER
WALL SECTION
NO SCALE
DOOR DETAIL
NO SCALE
LATERAL BRACING DETAIL
NO SCALE
STRUCTURAL PLAN
SCALE: 14" = 1'-0"
'-0
'-0
1'-0"4'-0"
'-0
'-0
'-0
1'-0"4'-0"1'-0"
'-0
'-0
2'-0"
1'-0"
'-0
'-0 " D
O R M
ER
'-0
4'-0"
L-1
L -4
L -2
L-3
L-3
B -1
W 8x15 W/ 38"x11" PLATE W 8x15 W/ 38"x11" PLATE W 8x15 W/ 38"x11" PLATE
NOTE'S:
- ALL BEAMS SHALL BEAR A MIN. OF 8" ON MASONRY WALL
L-3 L-2
NO.
W 8x15B-1
L-1
SIZE REMARKS
107'-4" B.O.S.
110'-0" T.O.S.
ELEVATION
BEAM SCHEDULE
STRUCTURAL LOADS
ROOF LL = 20psf ROOF DL = 18 psf FLOOR LL = 100psf OR 2,000#
CONCENTRATED LOAD
WIND HORIZ. - WALL = 18psf WIND VERT. - ROOF = -15psf WIND VERT. - OVERHANG = -22psf SNOW - GROUND = 50psf Ce = 1.0 Ct = 1.1 SNOW - FLAT = 39psf SNOW - SLOPED = 33psf SNOW - UNBALANCED = 49psf
FLOODING = NOT APPLICABLE
SEISMIC BASE SHEAR = NOT APPLICABLE
LOAD COMBINATIONS:
D + S + L D + S + W 0.6D + W
STRUCTURAL STEEL SPECIFICATIONS
13'-4"
15'-4"
'-8
PR
E-
EN
G
IN
EE
R
ED
L
IG
H T
G A U G
E M
ET
A L
TR
U S S
TY
PE
'A
'-0
" O .C
PR
E-
EN
G
IN
EE
R
ED
L
IG
H T
G A U G
E M
ET
A L
TR
U S S
TY
PE
'B
'-0
" O .C
107'-4" B.O.S.
107'-4" B.O.S.
INSTALL #8 VERTICAL RE-ROD
GROUTED SOLID IN EACH CELL
(TYP. 2 LOCATIONS)
INSTALL #5 VERTICAL RE-ROD
GROUTED SOLID @ 4'-0" O.C.
& AT ALL OPENINGS (U.N.O.)
AND ALL CORNERS
INSTALL (1) #5
VERTICAL RE-ROD
GROUTED SOLID
'-0
'-0
1'-0" 1'-0"
22'-0"
B-2
B-2
F -1
B-1 T.S. 12x6x12" 110'-0" T.O.S.
F-1 T.S. 6"x6"x1
4" TUBE STEEL FRAME - SEE ELEV. THIS SHEET
PRE-ENGINEERED LIGHT GAUGE METAL TRUSS
TYPE 'C' @ 2'-0" O.C.
L-4 W 8x24 W/ 38"x11" PLATE 107'-4" B.O.S.
2"x7
2"x
8" BEARING PLATE
2"x7
2"x
8" BEARING PLATE
2"x7
2"x
8" BEARING PLATE
2"x7
2"x
8" BEARING PLATE
2"x7
2"x
8" BEARING PLATE
2"x7
2"x
8" BEARING PLATE
3/8" x 7 1/2" SQ. BEARING PL.
(2) 12"Ø x 6" LG. HEADED A.B.
WELDED TO PLATE
FULL MORTAR BED BETWEEN
GROUTED UNITS
FILL 2nd COURSE x 24" WIDE w/GROUT FOR BEAMS 8" DEEP
OR GREATER
FILL 3rd COURSE x 32" WIDE w/GROUT FOR BEAMS 12" DEEP
OR GREATER
(3) GALV. STRAP ANCHORS
FOR BEAMS 12" DEEP OR
GRATER
HORIZ. JOINT REINF. REQ'D
FOR MIN. 3 FT/ FROM EDGE OF
WALL FOR BEAMS 12" DEEP OR
GREATER. (IF NORMAL WALL
HORIZ. JOINT REINF. IS NOT AT
THIS COURSE)
HORIZ. JOINT REINF. REQ'D
FOR MIN. 3 FT. FROM EDGE OF
WALL ON ALL SIZE BEAMS (IF
NORMAL WALL HORIZ. JOINT
REINF. IS NOT AT THIS COURSE
(2) 16 GA. 2"x12" GALV. STRAP
ANCHORS FOR BEAMS 8" DEEP
OR GREATER
FILL TOP COURSE x 16" WIDE
W/ GROUT -ALL BEAMS.
2 - 3
16" FILLET BOTH SIDES (ONE
END OF BEAM ONLY).
BEAM BEARING DETAILS
NO SCALE
1 2
G R O
U T
(2) 12"Ø x 6" LG. HEADED A.B.
WELD TO PLATE
3-3/4" 3-3/4"
-1
/2
-1
/2
BEAM PERPENDICULAR TO WALL
MASONRY WALL -SEE PLAN FOR
SIZE
BEARING PLATE -SEE PLAN OR
SCHEDULE FOR SIZE &
ANCHORAGE. MIN. 7x7x3
8"
BEARING PLATE IF NOT CALLED
OUT IN SCHEDULE
BEAM - SEE FRAMING PLAN
FOR SIZE.
GROUT CORES SOLID UNDER
BRG. PLATE
16 GA. 2"x12" GALV.
MASONRY STRAP ANCHORS
BEAM PARALLEL TO WALL
BEAM - SEE FRAMING PLAN
FOR SIZE.
PLAN
TRUSS TYPE 'A'
TRUSS TYPE 'B'
TRUSS TYPE 'C'
8"1
2"
5'-27 8" 10'-8" 5'-27
8"
2"75
8"
'-2
3 8
H
EE
L
5'-81 8"5'-27
8"
8"
3'-27 8"7'-111
4"
2"
'-2
3 8
H
EE
L
3 8
H
EE
L
1 4
1 4
8'-0" 3'-27 8"
8"
3'-27 8"
8"
1 4
3 8
H
EE
L
TRUSS ELEVATIONS
SCALE: 14" = 1'-0"
SCALE: 12" = 1'-0"
FRAME ELEVATION1
S-100S-100
6"x6"x1
4" T.S. FRAME
12"x12"x 12" BASE PLATE
W/ (2) 34"Ø ANCHOR
BOLTS & HEAVY DUTY 34"
NUT & WASHER
NON-SHRINK GROUT
11 2
1 2
'-4
'-0 " 6" 7'-6" 6"
B-2
'-0
FP
2 REQ.
8" HOLE IN PLATE (TYP. 2)
4"
ISSUED FOR:
CHECKED BY
JOB NUMBER
6 - 20 - 03
SHEET NUMBER
DATE
DRAWN BY
SHEET TITLE
CLIENT AND PROJECT
TDVG022261
S.L. / B.B.
T.B.
UPGRADE BASE MAIN
ENTRANCE
ALPENA CRTC
ALPENA, MI.
147 W. MAIN ST. SUITE 303
GAYLORD, MICHIGAN 49735
989.731.4343 PHONE
989.731.5037 FAX
ARCHITECTURE
BRADLEY J.
BUTCHER AND
PLANNING
www.butcherandassociates.com bjbarchitects@voyager.net
ASSOCIATES, P.C.
COPYRIGHT © 2003
THIS DRAWING AND DESIGN ARE THE PROPERTY OF
BUTCHER & ASSOCIATES, P.C. NO ALTERATIONS
AND/OR TRANSFERS OF WORK ARE PERMITTED,
UNLESS WRITTEN PERMISSION IS GRANTED BY
BUTCHER AND ASSOCIATES, P.C. VIOLATORS WILL BE
PROSECUTED TO THE FULLEST EXTENT OF THE LAW.
CONSTRUCTION DWGS.
PERMITS DWGS.
BIDS DWGS.
PRELIMINARY DWGS.
C I V I L + S T R U C T U R A L
758 ISENHAUER GRAYLING, MICHIGAN 49738
PH. 989-348-5000 FAX: 989-348-5005
LANGSETH
engineering
06-20-03 100 % SUBMITTAL
STRUCTURAL PLAN
MISC. DETAILS
AutoCAD SHX Text S-100
3'-6"
3'-4" M.O.
15'-4"
MECH.
10'-0" M.O.
13'-4"
'-7
5 8
'-8
1'-8"
3'-10"
'-4
" M .O
'-0 3 8
1'-0"
B
3'-8"
1'-0"
R.R.
'-8
SEC.
OP.
'-3 5 8
'-8
5'-10"
1'-8"
'-0
'-4
" M .O
'-0 3 8
'-4
7 8
'-0
A
B
1'-0"
'-0
'-0
'-4
1'-8" 2'-0" M.O. 3'-83
8"
7'-4" 6"
'-0
1'-0"
C
'-4
3 8
'-1
5 8
'-4
1'-43 8"5'-35
8"8'-8"
F.D.
'-0
'-8
FIRE EXT.
CABINET - SEE
DETAIL G/300
F.D.
F.D.
8"
MECH. EQUIP.
M.D.P.
BACK
BOARD
3'-4" HIGH
SCREEN WALL
25'-0"
A A-300
A A-300
B A-301
B A-300
B A-300
2'-0"
SCALE: 14" = 1'-0"
FLOOR PLAN (294.67 S.F.)
INSTALL 2" GROMMET IN
COUNTER AT EACH COMPUTER
STATION
5 8
A-600
A-600
A-600
A-600
8"3'-67
8"
12'-0" 6'-4"
2'-2" 2'-0" 2'-2"
'-0
'-0
'-0
'-2
'-2
'-6
3 8 " R
AD
'-0
E A-302
F A-302
C A-300
C A-300
DOWNSPOUT
DOWNSPOUT
A-600
13'-4"3'-4" 5'-4"
'-4
'-0
'-0
'-0
1'-0"1'-0"
6" 6"
FOUNDATION PLAN
SCALE: 14" = 1'-0"
'-1
A A-300
A A-300
'-4
'-0
'-0
'-0
'-0
'-8
'-8
2'-0"
6'-8"8'-8"
15'-4"
25'-0"
4" CONCRETE SLAB W/ IN-FLOOR
HEAT W/ W.W.F. 6x6 W 2.0xW 2.0
ON 'INSUL-TARP' INSULATION ON 4"
MIN. SAND FILL COMPACTED TO
95% DENSITY ON 15 MIL VAPOR
BARRIER ON 4" OF ADDITIONAL
COMPACTED SAND FILL
6" CONCRETE SLAB W/ SNOW-MELT
HEAT W/ W.W.F. 6x6 W 2.0xW 2.0
ON 'INSUL-TARP' INSULATION ON 6"
MIN. SAND FILL COMPACTED TO
95% DENSITY
F.D.
F.D.
F.D.
B A-301
B A-300
B A-300
'-6
3 8 " R
AD
12'-0" 6'-4"
2'-2" 2'-0" 2'-2"
'-2
'-0
'-2
'-0
'-0
12" POURED CONCRETE
FOUNDATION WALL ON 2'-0"X12"
CONTINUOUS CONCRETE FOOTING
(SEE DETAILS FOR REINFORCING)
'-0
C A-300
C A-300
24"x24" CONC. PIER (TYP. 2
LOCATIONS) W/ (2) # 5
VERTICAL RE-ROD TYP.
36"x36" CONC. FOOTING W/
(3) #5 E.W. BOTTOM ONLY
(TYP. 2 LOCATIONS)
ISSUED FOR:
FOUNDATION PLAN
FLOOR PLAN
147 W. MAIN ST. SUITE 303
GAYLORD, MICHIGAN 49735
989.731.4343 PHONE
989.731.5037 FAX
ARCHITECTURE
BRADLEY J.
BUTCHER AND
PLANNING
UPGRADE BASE MAIN
ENTRANCE
ALPENA CRTC
ALPENA, MI.
CHECKED BY
TDVG022261
JOB NUMBER
6 - 20 - 03
SHEET NUMBER
DATE
B.B.
T.B.
DRAWN BY
SHEET TITLE
CLIENT AND PROJECT
www.butcherandassociates.com bjbarchitects@voyager.net
COPYRIGHT © 2003
THIS DRAWING AND DESIGN ARE THE PROPERTY OF
BUTCHER & ASSOCIATES, P.C. NO ALTERATIONS
AND/OR TRANSFERS OF WORK ARE PERMITTED,
UNLESS WRITTEN PERMISSION IS GRANTED BY
BUTCHER AND ASSOCIATES, P.C. VIOLATORS WILL BE
PROSECUTED TO THE FULLEST EXTENT OF THE LAW.
ASSOCIATES, P.C.
CONSTRUCTION DWGS.
PERMITS DWGS.
BIDS DWGS.
PRELIMINARY DWGS.
06-20-03 100 % SUBMITTAL
http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com
A-100
REFLECTED CEILING PLAN
SCALE: 14" = 1'-0"
8" GYPSUM CEILING
BOARD
VENTILATED METAL
SOFFIT
2'x2' ACOUSTICAL
CEILING TILE
DROPPED BULKHEAD WRAPED W/
STEEL - COLOR TO MATCH ROOF
22"x36" INSULATED
ATTIC ACCESS
DOOR
LINEAR MECHANICAL
S.A. GRILLES
(TYPICAL)
RECESSED CAN
LIGHT FIXTURE
(TYPICAL)
2'x2' LIGHT FIXTURE
(TYPICAL)
MECHANICAL S.A.
GRILLEMECHANICAL
EXHAUST VENT
EXHAUST FAN
SURFACE MOUNT
LIGHT FIXTURE
SCALE: 14" = 1'-0"
ROOF PLAN
SEE SHEET A-301 FOR ROOF
RIDGE, HIP, VALLEY & PENETRATION
DETAILS
STANDING SEAM METAL
ROOFING
LINE OF BUILDING BELOW
- ALL VENT PIPING SHALL BE FLASHED AND SEALED
PER ROOFING MANUFACTURERS RECOMMENDATIONS.
- ALL PENETRATIONS SHALL BE CENTERED BETWEEN
TWO RIBS OF THE NEAREST ROOF PANEL ONLY.
- ALL FLASHING SHALL BE SUPPLIED BY PLUMBING
CONTRACTOR.
- ALL VENT PIPE, FLUES, ETC. PENETRATING THE ROOF
SHALL BE PAINTED TO MATCH THE ROOF COLOR.
5 / 12 SLOPE
S
LO
PE
S
LO
PE
S
LO
PE
S
LO
PE
5 / 12 SLOPE
INSTALL ICE & WATER SHIELD
MIN. 2'-0" EACH SIDE OF
VALLEYS
4'-0" 1'-0"
'-0
'-0
'-0
'-0
'-0
4'-0" 1'-0"2'-0"1'-0"
'-0
'-0
'-0 " D
O R M
ER
'-0
'-0
4'-0"1'-0"
6" STEEL GUTTER - COLOR TO
MATCH ROOF PANELS (TYP.
ALL SIDES)
1'-0"1'-0"
CONTINUOUS RIDGE
VENT (TYPICAL)
'-0
'-0
ISSUED FOR:
ROOF PLAN
REFLECTED CEILING PLAN
147 W. MAIN ST. SUITE 303
GAYLORD, MICHIGAN 49735
989.731.4343 PHONE
989.731.5037 FAX
ARCHITECTURE
BRADLEY J.
BUTCHER AND
PLANNING
UPGRADE BASE MAIN
ENTRANCE
ALPENA CRTC
ALPENA, MI.
CHECKED BY
TDVG022261
JOB NUMBER
6 - 20 - 03
SHEET NUMBER
DATE
B.B.
T.B.
DRAWN BY
SHEET TITLE
CLIENT AND PROJECT
www.butcherandassociates.com bjbarchitects@voyager.net
COPYRIGHT © 2003
THIS DRAWING AND DESIGN ARE THE PROPERTY OF
BUTCHER & ASSOCIATES, P.C. NO ALTERATIONS
AND/OR TRANSFERS OF WORK ARE PERMITTED,
UNLESS WRITTEN PERMISSION IS GRANTED BY
BUTCHER AND ASSOCIATES, P.C. VIOLATORS WILL BE
PROSECUTED TO THE FULLEST EXTENT OF THE LAW.
ASSOCIATES, P.C.
CONSTRUCTION DWGS.
PERMITS DWGS.
BIDS DWGS.
PRELIMINARY DWGS.
06-20-03 100 % SUBMITTAL
A-101
NORTH ELEVATION
EAST ELEVATION
SCALE: 14" = 1'-0"
SCALE: 14" = 1'-0"
WEST ELEVATION
SCALE: 14" = 1'-0"
SOUTH ELEVATION
B
B
A
C
STANDING SEAM METAL
ROOFING
E.I.F.S.
1x8 FRIEZE BOARD WRAPPED
W/ METAL - COLOR TO MATCH
ROOF
BRICK ACCENT BAND
BRICK (FIELD COLOR)
CONTINUOUS RIDGE VENT BY
ROOFING MFG. (TYPICAL)
2" LIMESTONE CAP
STEEL FASCIA - SUPPLIED &
INSTALLED BY ROOFING
CONTRACTOR - COLOR TO
MATCH ROOFING
2" LIMESTONE
CAP
1x8 FRIEZE BOARD WRAPPED
W/ METAL - COLOR TO MATCH
ROOF
BRICK (FIELD COLOR)
BRICK ACCENT BAND
CONTINUOUS RIDGE VENT BY
ROOFING MFG. (TYPICAL)
STANDING SEAM METAL
ROOFING
E.I.F.S.
STEEL FASCIA - SUPPLIED &
INSTALLED BY ROOFING
CONTRACTOR - COLOR TO
MATCH ROOFING
2" LIMESTONE CAP
1x8 FRIEZE BOARD WRAPPED
W/ METAL - COLOR TO MATCH
ROOF
BRICK (FIELD COLOR)
BRICK ACCENT BAND
CONTINUOUS RIDGE VENT BY
ROOFING MFG. (TYPICAL)
STANDING SEAM METAL
ROOFING
E.I.F.S.
STEEL FASCIA - SUPPLIED &
INSTALLED BY ROOFING
CONTRACTOR - COLOR TO
MATCH ROOFING
1x8 FRIEZE BOARD WRAPPED
W/ METAL - COLOR TO MATCH
ROOF
BRICK (FIELD COLOR)
BRICK ACCENT BAND
CONTINUOUS RIDGE VENT BY
ROOFING MFG. (TYPICAL)
STANDING SEAM METAL
ROOFING
E.I.F.S.
BRICK ACCENT BAND
B A-301
10" HIGH CAST ALUMINUM
BUILDING ADDRESS NUMBERS
(VERIFY ADDRESS W/ OWNER) -
SEE DETAIL THIS SHEET
10" HIGH CAST ALUMINUM
BUILDING ADDRESS NUMBERS
(VERIFY ADDRESS W/ OWNER) -
SEE DETAIL THIS SHEET 10" HIGH CAST ALUMINUM
BUILDING ADDRESS NUMBERS
(VERIFY ADDRESS W/ OWNER) -
SEE DETAIL THIS SHEET
E A-300
D A-300
ALPENA BASE LOGO - SEE
SPECIFICATION FOR MORE
INFORMATION
24"Ø 'DRAINABLE' LOUVER FOR
MECHANICAL EQUIPMENT - SEE
MECH. DWG.'S & SPEC.'S
10" HIGH CAST ALUMINUM -
SEE DETAIL THIS SHEET
6" HIGH CAST ALUMINUM - SEE
DETAIL THIS SHEET
8" HIGH STONE SILL - TYP.
3 WINDOWS
8" HIGH STONE SILL - TYP.
3 WINDOWS
6" STEEL GUTTER W/
CONCEALED FASTENERS -
COLOR TO MATCH ROOF
PANELS
6" STEEL DOWNSPOUT -
COLOR TO MATCH ROOF
PANELS
6" STEEL DOWNSPOUT -
COLOR TO MATCH ROOF
PANELS
6" STEEL GUTTER W/
CONCEALED FASTENERS -
COLOR TO MATCH ROOF
PANELS
C.J.
C.J.
SEE DETAIL K/301
NOTE:
ALL MECHANICAL ROOF & WALL
PENETRATIONS SHALL BE PAINTED TO
MATCH ADJACENT COLOR IF ITEM
DOES NOT COME PRE-FINISHED
STEEL FASCIA - SUPPLIED &
INSTALLED BY ROOFING
CONTRACTOR - COLOR TO
MATCH ROOFING
6" STEEL GUTTER W/
CONCEALED FASTENERS -
COLOR TO MATCH ROOF
PANELS
6" STEEL GUTTER W/
CONCEALED FASTENERS -
COLOR TO MATCH ROOF
PANELS
6" STEEL DOWNSPOUT -
COLOR TO MATCH ROOF
PANELS
BRICK ACCENT BAND
BRICK ACCENT
BAND
BRICK ACCENT BAND
ON SOUTH & WEST SIDES OF
COLUMN AND IN COVERED
WALK UP, THE BRICK ACCENT
BANDS SHALL NOT BE
RECESSED
ON SOUTH & WEST SIDES OF
COLUMN AND IN COVERED
WALK UP, THE BRICK ACCENT
BANDS SHALL NOT BE
RECESSED
1'-0"
RAKE (TYP.)
SCALE: 11
2" = 1'-0"
SIGNAGE DETAIL
DARK BRONZE LETTERS
& NUMBERS
2"
WALL LINE
ISSUED FOR:
EXTERIOR ELEVATIONS
147 W. MAIN ST. SUITE 303
GAYLORD, MICHIGAN 49735
989.731.4343 PHONE
989.731.5037 FAX
ARCHITECTURE
BRADLEY J.
BUTCHER AND
PLANNING
UPGRADE BASE MAIN
ENTRANCE
ALPENA CRTC
ALPENA, MI.
CHECKED BY
TDVG022261
JOB NUMBER
6 - 20 - 03
SHEET NUMBER
DATE
B.B.
T.B.
DRAWN BY
SHEET TITLE
CLIENT AND PROJECT
www.butcherandassociates.com bjbarchitects@voyager.net
COPYRIGHT © 2003
THIS DRAWING AND DESIGN ARE THE PROPERTY OF
BUTCHER & ASSOCIATES, P.C. NO ALTERATIONS
AND/OR TRANSFERS OF WORK ARE PERMITTED,
UNLESS WRITTEN PERMISSION IS GRANTED BY
BUTCHER AND ASSOCIATES, P.C. VIOLATORS WILL BE
PROSECUTED TO THE FULLEST EXTENT OF THE LAW.
ASSOCIATES, P.C.
CONSTRUCTION DWGS.
PERMITS DWGS.
BIDS DWGS.
PRELIMINARY DWGS.
06-20-03 100 % SUBMITTAL
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Alpena CRTC
AutoCAD SHX Text Main Gate
A-200
BUILDING SECTIONA
A-300 A-100
D
A-300
BUILDING SECTIONB
A-300 A-100 SCALE: 14" = 1'-0"
TRUSS TYPE 'B' TRUSS TYPE 'A'
D
A-302
CEILING
HUNG
FURNACE
C
A-300 A-100
COVERED DRIVE SECTION
SCALE: 14" = 1'-0"
TRUSS TYPE 'C'
IN COVERED WALK UP, THE
BRICK ACCENT BANDS SHALL
NOT BE RECESSED
3'-0"
OVERHANG
3'-0"
OVERHANG
5'-0"
OVERHANG
3'-0"
OVERHANG
5'-0"
OVERHANG
5'-0"
OVERHANG
F
A-300 A-200 SCALE: 34" = 1'-0"
WALL SECTION WALL SECTIONE
A-300 A-200 SCALE: 34" = 1'-0" SCALE: 34" = 1'-0"
WALL SECTIOND
A-300 A-300
STANDING SEAM METAL ROOFING ON 30#
ROOF FELT ON 2" RIGID INSULATION ON 1 12"
22 GA. METAL DECKING ON PRE-ENGINEERED
LIGHT GAUGE METAL TRUSSES @ 2'-0" O.C.
INSTALL PROPER VENTS BETWEEN EACH
TRUSS
12" R-38 FIBERGLASS BATT INSULATION W/
VAPOR BARRIER
STEEL FASCIA ON MODIFIED STEEL TRACK
BY TRUSS MANUFACTURER - ATTACH PER
TRUSS MANUFACTURER'S WRITTEN
RECOMMENDATIONS
FULLY VENTED STEEL SOFFIT - COLOR TO
MATCH ROOF
1x8 FRIEZE BOARD WRAPPED W/ STEEL -
COLOR TO MATCH ROOF
TREATED WOOD BLOCKING
8" GYPSUM CEILING BOARD - INSTALL
BEFORE INSTALLATION OF INTERIOR
PARTITIONS
SUSPENDED ACOUSTICAL LAY-IN CEILING
TILE
FIREBLOCKING
4" COMMON BRICK - ACCENT COLOR
4" COMMON BRICK - FIELD COLOR
4" AIR SPACE
8" MASONRY WALL W/ #5 VERTICAL REINFORCING
GROUTED SOLID @ 4'-0" O.C. W/ HORIZONTAL TRUSS
TIES EVERY OTHER COURSE
8" GYPSUM WALLBOARD ON 11
2" HAT TRACK
2" RIGID INSULATION (FRICTION FIT)
4" CONCRETE SLAB W/ IN-FLOOR HEAT W/
W.W.F. 6x6 - W2.0xW2.0 ON 'INSUL-TARP'
INSULATION ON 4" MIN. SAND FILL
COMPACTED TO 95% DENSITY ON 15 MIL
VAPOR BARRIER ON 4" OF ADDITIONAL
COMPACTED SAND FILL
2" EXPANSION JOINT MATERIAL
8" CONTINUOUS MASONRY BOND BEAM W/
(1) #5 RE-ROD GROUTED SOLID
ASPHALT PAVING
6" CONCRETE SIDEWALK W/ SNOW-MELT
HEAT W/ W.W.F. 6x6 - W2.0xW2.0 ON
'INSUL-TARP' INSULATION ON 6" MIN. SAND
FILL COMPACTED TO 95% DENSITY
2" RADIUS
4" COMMON BRICK - FIELD COLOR
4" AIR SPACE
8" MASONRY WALL W/ #5 VERTICAL REINFORCING
GROUTED SOLID @ 4'-0" O.C. W/ HORIZONTAL TRUSS
TIES EVERY OTHER COURSE
8" GYPSUM WALLBOARD ON 11
2" HAT TRACK
2" RIGID INSULATION (FRICTION FIT)
4" CONCRETE SLAB W/ IN-FLOOR HEAT W/
W.W.F. 6x6 - W2.0xW2.0 ON 'INSUL-TARP'
INSULATION ON 4" MIN. SAND FILL
COMPACTED TO 95% DENSITY ON 15 MIL
VAPOR BARRIER ON 4" OF ADDITIONAL
COMPACTED SAND FILL
2" EXPANSION JOINT MATERIAL
6" CONCRETE SIDEWALK W/ SNOW-MELT
HEAT W/ W.W.F. 6x6 - W2.0xW2.0 ON
'INSUL-TARP' INSULATION ON 6" MIN. SAND
FILL COMPACTED TO 95% DENSITY
ASPHALT PAVING
2" RADIUS
TREATED WOOD BLOCKING
8" CONTINUOUS MASONRY BOND BEAM W/
(1) #5 RE-ROD GROUTED SOLID
STANDING SEAM METAL ROOFING ON 30#
ROOF FELT ON 2" RIGID INSULATION ON 1 12" 22
GA. METAL DECKING ON PRE-ENGINEERED
LIGHT GAUGE METAL TRUSSES @ 2'-0" O.C.
12" R-38 FIBERGLASS BATT INSULATION W/
VAPOR BARRIER
STEEL FASCIA ON MODIFIED STEEL TRACK
BY TRUSS MANUFACTURER - ATTACH PER
TRUSS MANUFACTURER'S WRITTEN
RECOMMENDATIONS
8" GYPSUM CEILING BOARD - INSTALL
BEFORE INSTALLATION OF INTERIOR
PARTITIONS
1x8 FRIEZE BOARD WRAPPED W/ STEEL -
COLOR TO MATCH ROOF
FULLY VENTED STEEL SOFFIT - COLOR TO
MATCH ROOF
4" COMMON BRICK - FIELD COLOR
4" AIR SPACE
8" MASONRY WALL W/ #5 VERTICAL REINFORCING
GROUTED SOLID @ 4'-0" O.C. W/ HORIZONTAL
TRUSS TIES EVERY OTHER COURSE
8" GYPSUM WALLBOARD ON 11
2" HAT TRACK
2" RIGID INSULATION (FRICTION FIT)
4" CONCRETE SLAB W/ IN-FLOOR HEAT W/
W.W.F. 6x6 - W2.0xW2.0 ON 'INSUL-TARP'
INSULATION ON 4" MIN. SAND FILL
COMPACTED TO 95% DENSITY ON 15 MIL
VAPOR BARRIER ON 4" OF ADDITIONAL
COMPACTED SAND FILL
2" EXPANSION JOINT MATERIAL
6" CONCRETE SIDEWALK W/ SNOW-MELT
HEAT W/ W.W.F. 6x6 - W2.0xW2.0 ON
'INSUL-TARP' INSULATION ON 6" MIN. SAND
FILL COMPACTED TO 95% DENSITY
ASPHALT PAVING
2" RADIUS
TREATED WOOD BLOCKING
8" CONTINUOUS MASONRY BOND BEAM W/
(1) #5 RE-ROD GROUTED SOLID
STANDING SEAM METAL ROOFING ON 30#
ROOF FELT ON 2" RIGID INSULATION ON 1 12" 22
GA. METAL DECKING ON PRE-ENGINEERED LIGHT
GAUGE METAL TRUSSES @ 2'-0" O.C.
12" R-38 FIBERGLASS BATT INSULATION W/
VAPOR BARRIER
SUSPENDED ACOUSTICAL LAY-IN CEILING
TILE
4" COMMON BRICK - ACCENT COLOR
FIREBLOCKING
8" GYPSUM CEILING BOARD - INSTALL
BEFORE INSTALLATION OF INTERIOR
PARTITIONS
1x8 FRIEZE BOARD WRAPPED W/ STEEL -
COLOR TO MATCH ROOF
FULLY VENTED STEEL SOFFIT - COLOR TO
MATCH ROOF
#5 CONTINUOUS HORIZONTAL RE-ROD @
12" O.C.
2x4 CONCRETE KEYWAY
2'-0"x1'-0" CONCRETE FOOTING W/ (2) #5
CONTINUOUS RE-ROD
12" POURED CONCRETE FOUNDATION WALL
#5 CONTINUOUS RE-ROD TOP &
BOTTOM
2" RIGID VERTICAL INSULATION
#5 VERTICAL RE-ROD @ 4'-0" O.C. (ALL
GROUTED CELLS)
BULLET RESISTANT GLAZING & WINDOW
SOLID SURFACE WINDOW SILL
C
A-302
E
A-301
#4 DOWELS @ 12" O.C. (2'-0"x3'-0")
H
A-300
INSULATED HOLLOW METAL DOOR & FRAME
(PAINT TO MATCH ROOF)
EIFS ON PRE-ENGINEERED GABLE ROOF
TRUSS
STANDING SEAM METAL ROOFING ON 30#
ROOF FELT ON 2" RIGID INSULATION ON 1 12" 22
GA. METAL DECKING ON PRE-ENGINEERED LIGHT
GAUGE METAL TRUSSES @ 2'-0" O.C.
FULLY VENTED STEEL SOFFIT - COLOR TO
MATCH ROOF
STEEL FASCIA ON MODIFIED STEEL TRACK
BY TRUSS MANUFACTURER - ATTACH PER
TRUSS MANUFACTURER'S WRITTEN
RECOMMENDATIONS
C
A-302
8" HIGH STONE SILL
6" STEEL GUTTER W/ CONCEALED
FASTENERS - COLOR TO MATCH ROOF
PANELS
6" STEEL GUTTER W/ CONCEALED FASTENERS
- COLOR TO MATCH ROOF PANELS
72"
4"
2'-0"x1'-0" CONCRETE FOOTING W/ (2) #5
CONTINUOUS RE-ROD
#5 CONTINUOUS RE-ROD TOP &
BOTTOM
2" RIGID VERTICAL INSULATION
#5 VERTICAL RE-ROD @ 4'-0" O.C. (ALL
GROUTED CELLS)
#5 CONTINUOUS HORIZONTAL RE-ROD @
12" O.C.
12" POURED CONCRETE FOUNDATION WALL
2x4 CONCRETE KEYWAY
72"
4"
2'-0"x1'-0" CONCRETE FOOTING W/ (2) #5
CONTINUOUS RE-ROD
#5 CONTINUOUS RE-ROD TOP &
BOTTOM
2" RIGID VERTICAL INSULATION
#5 VERTICAL RE-ROD @ 4'-0" O.C. (ALL
GROUTED CELLS)
#5 CONTINUOUS HORIZONTAL RE-ROD @
12" O.C.
12" POURED CONCRETE FOUNDATION WALL
2x4 CONCRETE KEYWAY
72"
4"
8" CONTINUOUS MASONRY BOND BEAM W/
(1) #5 RE-ROD GROUTED SOLID
CONCRETE FLOOR ELEV. = 100'-0"
BOND BEAM ELEV. = 104'-8"
BOND BEAM ELEV. = 110'-0"
CEILING ELEV. = 108'-0"
CONCRETE FLOOR ELEV. = 100'-0"
BOND BEAM ELEV. = 110'-0"
T.O. DOOR ELEV. = 107'-4"
CONCRETE FLOOR ELEV. = 100'-0"
T.O. WINDOW ELEV. = 107'-4"
BOND BEAM ELEV. = 110'-0"
CEILING ELEV. = 108'-0"
BULLET RESISTANT
GLAZING & WINDOW (AT
WINDOW 'A' GLAZING IS
TO HAVE A 5° SLOPE)
T.O. FOOTING ELEV. = 96'-8"
B.O. FOOTING ELEV. = 95'-8" B.O. FOOTING ELEV. = 95'-8"
T.O. FOOTING ELEV. = 96'-8"
B.O. FOOTING ELEV. = 95'-8"
T.O. FOOTING ELEV. = 96'-8"
'-0
6"
'-0
6"
'-0
6"
SLOPE 14" PER FOOT
SLOPE 14" PER FOOTSLOPE 14" PER FOOT
2" TYP.1
2" TYP.
4" COMMON BRICK - ACCENT COLOR
1'-0"
RAKE
FIRE EXTINGUISHER
CABINET DETAILS
SCALE: 11
2" = 1'-0"
G
A-300 A-100
ATTACH CABINET PER
MANUFACTURER'S
RECOMMENDATIONS
8" GYPSUM WALLBOARD ON
6" METAL STUDS
RECESSED FIRE
EXTINGUISHER CABINET
SCALE: 1 12" = 1'-0"
DOOR HEAD
DETAILH
A-300 A-300
1x8 FRIEZE BOARD WRAPPED
W/ STEEL - COLOR TO MATCH
ROOF
TREATED WOOD BLOCKING
STEEL LINTEL - SEE SHEET
S-100 (PAINT ALL EXPOSED
STEEL)
INSULATED HOLLOW METAL
DOOR & FRAME - PAINT TO
MATCH ROOF COLOR
FULLY VENTED STEEL SOFFIT
- COLOR TO MATCH ROOF
CAULK PERIMETER
ONE-PIECE STAINLESS STEEL
METAL FLASHING
GROUT FRAME SOLID
ISSUED FOR:
BUILDING SECTION
WALL SECTIONS
MISC. DETAILS
147 W. MAIN ST. SUITE 303
GAYLORD, MICHIGAN 49735
989.731.4343 PHONE
989.731.5037 FAX
ARCHITECTURE
BRADLEY J.
BUTCHER AND
PLANNING
UPGRADE BASE MAIN
ENTRANCE
ALPENA CRTC
ALPENA, MI.
CHECKED BY
TDVG022261
JOB NUMBER
6 - 20 - 03
SHEET NUMBER
DATE
B.B.
T.B.
DRAWN BY
SHEET TITLE
CLIENT AND PROJECT
www.butcherandassociates.com bjbarchitects@voyager.net
COPYRIGHT © 2003
THIS DRAWING AND DESIGN ARE THE PROPERTY OF
BUTCHER & ASSOCIATES, P.C. NO ALTERATIONS
AND/OR TRANSFERS OF WORK ARE PERMITTED,
UNLESS WRITTEN PERMISSION IS GRANTED BY
BUTCHER AND ASSOCIATES, P.C. VIOLATORS WILL BE
PROSECUTED TO THE FULLEST EXTENT OF THE LAW.
ASSOCIATES, P.C.
CONSTRUCTION DWGS.
PERMITS DWGS.
BIDS DWGS.
PRELIMINARY DWGS.
06-20-03 100 % SUBMITTAL
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A-300
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File details come from the government source that posted it. Updated .