751-23400-01_DWG_ARCH_Island Lake-Bald Mountain.pdf
PDF 8 MB Posted
- Solicitation number
- RFQ-171-250000000335-3
- Issued by
- Livingston County, Michigan
About this file
This document is a comprehensive architectural set of construction drawings for the Island Lake and Bald Mountain Shooting Range Improvements project, prepared by the State of Michigan Department of Technology, Management and Budget (DTMB), State Facilities Administration, Design and Construction Division. The project involves demolition and reconstruction of shooting stalls at two locations (Island Lake and Bald Mountain), with detailed plans for modifying existing shooting range facilities. The drawings are dated for review and bidding in early 2025, with a 50% review on 02-11-2025, a 90% review on 03-07-2025, and planned bid issuance on 03-28-2025. The project includes demolition of existing structures and construction of new shooting stalls with upgraded features such as new roofing, wooden framing, composite siding, metal roofing systems, and shooter protection screens.
The project offers two primary bidding alternatives: a base bid for improvements to existing structures and an alternate bid for constructing three new 5-stand structures. The drawings provide extensive technical details including floor plans, roof plans, elevations, sections, and structural specifications. The proposed structures will feature pressure-treated wood framing, composite siding, standing seam metal roofing, insulated windows, and specific design elements to enhance shooter comfort and safety. The project appears to be funded through the state's facilities administration, with a focus on modernizing and improving existing shooting range infrastructure. The detailed architectural drawings suggest a comprehensive approach to renovation that maintains the functional requirements of the shooting ranges while upgrading their physical infrastructure.
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Text version
A-103
EXISTING LENGTH 146'-0" (V.I.F.) - 20 STALLS
EX
IS
TI
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W
ID
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8'- 0"
(V .I.
F.
20 STALLS
10 STALLS
10 STALLS
A-103
EXISTING LENGTH 74'-0" (V.I.F.) - 10 STALLS
EX
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TI
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W
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8'- 0"
(V .I.
F.
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SCALE:
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SCALE:
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OVERALL DEMOLITION FLOOR PLAN (B AND C)
3/16"=1'-0"
PLAN
SCALE:
N
OVERALL DEMOLITION FLOOR PLAN (A)
3/16"=1'-0"
PLAN
A-103
EXISTING LENGTH 146'-8" (V.I.F.) - 20 STALLS
EX
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8'- 0"
(V .I.
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C L 7'-
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A-103
EXISTING LENGTH 74'-8" (V.I.F.) - 10 STALLS
EX
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10 STALLS
10 STALLS
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SCALE:
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SCALE:
N
OVERALL DEMOLITION ROOF PLAN (B AND C)
3/16"=1'-0"
PLAN
SCALE:
N
OVERALL DEMOLITION ROOF PLAN (A)
3/16"=1'-0"
PLAN
B
C
A
A-104
EXISTING TARP TO
BE REMOVED
(TYP.)
EXISTING TABLE
AND SEAT TO
REMAIN
LINE OF ROOF ABOVE
EXISTING 2X6
FRAMING TO BE
REMOVED
EXISTING SHELF
TO BE REMOVED
EXISTING 2X
BRACING TO
REMAIN (TYP.
U.O.N)
EXISTING 6X6
POSTS TO
REMAIN (TYP.)
EXISTING 2X6
FRAMING TO BE
REMOVED
EXISTING 2X6
FRAMING AND
WOOD FILLER
TO BE REMOVED
LINE OF FRAMING
ABOVE
EXISTING 2X6
FRAMING @ GRADE
TO BE REMOVED
(BOTH SIDES -TYP.)
EXISTING 2X6
FRAMING AND
WOOD FILLER
TO BE REMOVED
EXISTING 2X
BRACING TO BE
REMOVED
EXISTING 2X
BRACING TO BE
REMOVED
EXISTING 2X
BRACING TO BE
REMOVED
EXISTING 2X6
FRAMING @ GRADE
TO BE REMOVED
(BOTH SIDES -TYP.)
LINE OF FRAMING
ABOVE
ADDITIONAL STALLS
A-104
EXISTING 2X
PURLIN FRAMING
TO BE REMOVED
EXISTING 2X JOISTS
TO REMAIN
SH
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, A
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W O
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EXISTING GUSSET
PLATE TO BE
REMOVED
EXISTING 6X6
POSTS TO REMAIN
SCALE:A-103
1 ENLARGED DEMOLITION FLOOR PLAN @ TYPICAL STALL
3/4"=1'-0"SCALE:A-103
2 ENLARGED DEMOLITION ROOF PLAN @ TYPICAL STALL
3/4"=1'-0"
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SEAT TO REMAIN
EXISTING SHELF
TO BE REMOVED
EXISTING 6X6
POSTS TO
REMAIN (TYP.)
EXISTING 2X
FRAMING AND ANY
WOOD BETWEEN
TO BE REMOVED
EXISTING 2X
PURLIN FRAMING
TO BE REMOVED
EXISTING 2X JOIST
TO REMAIN
EXISTING TARP
TO BE REMOVED
SHINGLES, SHEATHING, AND FRAMING TO BE REMOVED
EXISTING 6X6 TO
BE REMOVED
EXISTING 2X
BRACE TO BE
REMOVED
EXISTING 2X
FRAMING AND ANY
WOOD BETWEEN
TO BE REMOVED
EXISTING 6X6
POSTS TO
REMAIN (TYP.)
EXISTING 2X
FRAMING AND ANY
WOOD BETWEEN
TO BE REMOVED
EXISTING 2X
FRAMING AND ANY
WOOD BETWEEN
TO BE REMOVED
EXISTING 2X
FRAMING AND ANY
WOOD BETWEEN
TO BE REMOVED
EXISTING 2X
FRAMING AND ANY
WOOD BETWEEN
TO BE REMOVED
EXISTING 2X
BRACING TO
REMAIN U.O.N.
EXISTING 2X
BRACING TO
REMAIN U.O.N.
EXISTING 2X
BRACING TO
REMAIN U.O.N.
EXISTING 6X6
POSTS TO
REMAIN (TYP.)
SCALE:A-104
1 SHOOTING STALL DEMOLITION SECTION (TYP.)
3/4"=1'-0"
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FINISH GRADE
EL. = 100'-0"
TOP OF RIDGE
EL. = 108'-6" (V.I.F.)
BOTTOM SHELF
EL. = 102'-9" (V.I.F.)
TOP SHELF
EL. = 104'-9" (V.I.F.)
A-106
NEW STALL LENGTH 74'-0" - 10 STALLS
ST
AL
L W
ID
TH
8'-
0" (V
.I.
F.
D.SD.SD.S
36'-4" CENTER LINE TO CENTERLINE OF DOWN SPOUT 36'-4" CENTER LINE TO CENTERLINE OF DOWN SPOUT
A-106
NEW STALL LENGTH 146'-0" - 20 STALLS
ST
AL
L W
ID
TH
8'-
0" (V
.I.
F.
D.SD.SD.S
36'-4" CENTER LINE TO CENTERLINE OF DOWN SPOUT 36'-4" CENTER LINE TO CENTERLINE OF DOWN SPOUT 36'-4" CENTER LINE TO CENTERLINE OF DOWN SPOUT36'-4" CENTER LINE TO CENTERLINE OF DOWN SPOUT
20 STALLS
10 STALLS
10 STALLS
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PL
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A-
SCALE:
N
OVERALL FLOOR PLAN
3/16"=1'-0"
SCALE:
N
PROPOSED OVERALL FLOOR PLAN
3/16"=1'-0"
N
PLAN
N
PLAN
SCALE:
N
LOCATION MAP
N.T.S.
N
PLAN
B
EXISTING TABLE
AND BENCH TO
REMAIN
EXISTING 6X6
WOOD POSTS
(TYP.)
(4) 2X6 P.T. WOOD
STUDS (BELOW
NEW BAFFLE)
FRAMING
NEW 2X12 P.T.
WOOD SHELF ON
2X6 P.T. FRAMING
NEW HORIZONTAL
WOOD COMPOSITE
SIDING ON SYNTHETIC
WRB ON 3/4" P.T.
SHEATHING ON 2X4 P.T.
WOOD FRAMING @ 24"
(END WALLS ONLY)
C L
2X P.T. WOOD
BAFFLE
(ABOVE)
NEW 3/4" P.T.
SHEATHING ON
2X4 P.T. FRAMING
(ENTIRE LENGTH
OF STALL - BOTH
SIDES)
NEW 2X12 P.T. WOOD
BAFFLE (BOTH
SIDES)
TYP. OF 6 @ EACH
STALL
LINE OF P.T. WOOD
BAFFLE ABOVE
NEW 6X6 P.T.
WOOD ROOF
SUPPORTS
(ABOVE
LINE OF NEW
ROOF (ABOVE)
A-109
4'- 7"
(V .I.
F.
4'- 7"
4'- 7"
(V .I.
F.
ADDITIONAL
STALLS
A-109
A-109
A-110
A-110
LINE OF ROOF
(ABOVE)
4'- 7"
C L C L
7'-4" (V.I.F.)
1X4 P.T. WOOD TRIM
(WRAP CORNER)
(2) 2X4 P.T. WOOD STUDS
(BELOW NEW BAFFLE)
3/4" P.T. SHEATHING
EXISTING 6X6 WOOD
POSTS (TYP.)
1'- 0"
NEW 2X8 P.T. WOOD
SHELF ON 2X6 P.T.
WOOD FRAMING (TYP.
OF 3 @ EACH STALL)
7'- 8"
(V .I.
F.
ALTERNATE 2'-6"X 4'-8"
SHOOTER PROTECTION
SCREEN @ EACH STALL:
(2) 1X4 P.T. WOOD
FRAMING (ALL AROUND)
WITH MESH SCREEN
INSERTED IN BETWEEN
FRAMING - 2'-9" A.F.G.
NEW 3"
DOWNSPOUT
SL
O
PE
A-110
A-110
A-109
A-109
A-109
EXISTING TABLE
AND SEAT TO
REMAIN
EXISTING 6X6
WOOD POSTS
(TYP.)
(4) 2X6 P.T. WOOD
STUDS (BELOW
NEW BAFFLE)
FRAMING
NEW 2X10 P.T.
WOOD SHELF ON
2X6 P.T. FRAMING
NEW HORIZONTAL
WOOD COMPOSITE
SIDING ON SYNTHETIC
WRB ON 3/4" P.T.
SHEATHING ON 2X4 P.T.
WOOD FRAMING @ 24"
(END WALLS ONLY)
C L
2X P.T. WOOD
BAFFLE
NEW 3/4" P.T.
SHEATHING ON
2X4 P.T. FRAMING
(ENTIRE LENGTH
OF STALL - BOTH
SIDES)
NEW 2X12 P.T. WOOD
BAFFLE (BOTH SIDES)
TYP. OF 6 @ EACH
STALL
LINE OF P.T. WOOD
BAFFLE ABOVE
4'- 7"
(V .I.
F.
4'- 7"
4'- 7"
(V .I.
F.
4'- 7"
C L C L
7'-4" (V.I.F.)
(2) 2X4 P.T. WOOD STUDS
(BELOW NEW BAFFLE)
3/4" P.T. SHEATHING
EXISTING 6X6 WOOD
POSTS (TYP.)
0'- 5"
NEW 2X8 P.T. WOOD
SHELF ON 2X6 P.T.
WOOD FRAMING (TYP.
OF 3 @ EACH STALL)
7'- 8"
(V .I.
F.
LINE OF 2X4 P.T.
STUD BELOW TO
ATTACH TARP
(BOTH SIDES)
.40 MIL BLACK EDPM
ROOFING ON 2X4 P.T. WOOD
FRAMING @ 16" O.C. - LAP
OVER AND FASTEN TO 2X6
SHELF, 2X6 ON GRADE, AND
2X4 SUPPORTS
NEW 3"
DOWNSPOUT -
(SEE SHEET A-105
FOR LOCATIONS)
EXTEND
DOWNSPOUT 5'-0"
FROM STALL TO
NEW CONCRETE
SPLASH BLOCK
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LA
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P
LA
N
S A-
GENERAL PLAN NOTES
1 ALL WOOD TO RECEIVE A WATERPROOFING WOOD
FINISH ON ALL EXPOSED SIDES.
ALL NEW 2X WOOD ELEMENTS @ EXISTING
LOCATIONS BEING REPLACED SHALL MATCH
EXISTING (V.I.F.)
SCALE:A-106
1 ENLARGED ROOF FRAMING PLAN @ TYPICAL STALL
3/4"=1'-0"
N
PLAN
SCALE:A-106
2 ENLARGED ROOF PLAN @ TYPICAL STALL
3/4"=1'-0"
NEW ROOFING SYSTEM 74'-8"
NE
W
R O
O
FI
NG
S
YS
TE
M
6'- 4"
A-108
EQUAL (SLOPE 1/4"/ FOOT) EQUAL (SLOPE 1/4"/ FOOT) EQUAL (SLOPE 1/4"/ FOOT) EQUAL (SLOPE 1/4"/ FOOT)
GUTTER (L.P.) GUTTER (H.P.) GUTTER (L.P.) GUTTER (H.P.) GUTTER (L.P.)
NEW ROOFING SYSTEM 146'-8"
NE
W
R O
O
FI
NG
S
YS
TE
M
6'- 4"
A-108
EQUAL (SLOPE 1/4"/ FOOT) EQUAL (SLOPE 1/4"/ FOOT) EQUAL (SLOPE 1/4"/ FOOT) EQUAL (SLOPE 1/4"/ FOOT)EQUAL (SLOPE 1/4"/ FOOT) EQUAL (SLOPE 1/4"/ FOOT)
GUTTER (L.P.)
EQUAL (SLOPE 1/4"/ FOOT) EQUAL (SLOPE 1/4"/ FOOT)
GUTTER (H.P.) GUTTER (L.P.) GUTTER (H.P.) GUTTER (L.P.) GUTTER (H.P.) GUTTER (L.P.) GUTTER (H.P.) GUTTER (L.P.)
20 STALLS
10 STALLS
10 STALLS
M R
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IS
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BA
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R ev ie w
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0.
M O
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Ph as e
7-
Is su ed fo r B id s
-2 8-
IS
LA
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SH
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R
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L R
O O
F
PL
AN
A-
SCALE:
N
LOCATION MAP
3/4"=1'-0"
TRUE
SCALE:
N
OVERALL ROOF PLAN (B AND C)
3/4"=1'-0"
PLAN
SCALE:
N
OVERALL ROOF PLAN (A)
3/4"=1'-0"
PLAN
B
LINE OF ROOF ABOVE
2X8 P.T. WOOD STUD
EXISTING 6X6 POSTS
TO REMAIN (TYP.)
EXISTING 2X8 WOOD
JOISTS TO REMAIN
(TYP.) EACH SIDE OF POST
2X8 P.T. WOOD PURLINS
@ 24" O.C.
2X8 P.T. WOOD
STIFFENERS
(ALTERNATE BETWEEN
EACH PURLIN)
NEW 6X6 P.T. WOOD
SUPPORT (SEE A-110
FOR ADDITIONAL
INFORMATION)
NEW 2X8 P.T. WOOD
JOISTS @ 24" O.C.
(BOTH SIDES OF 6X6
BRACE)
2X8 P.T. WOOD STUDS
A-110
A-110
EXISTING 2X8 WOOD
JOISTS TO REMAIN
(TYP.) EACH SIDE OF
POST
NEW 2X8 P.T. WOOD
JOISTS @ 24" O.C.
(BOTH SIDES OF 6X6
BRACE)
2X8 P.T. WOOD STUD
2'- 0"
O .C
(T
YP
PR
O
VI
DE
/2 " D
EN
IM
IN
SU
LA
TI
O N
BE
TW
EE
N
PU
RL
IN
S
7'- 0"
C L
SEE SHEET A-107 FOR EXTENT OF ROOF
'-4
NEW STANDING SEAM
METAL ROOF SYSTEM ON
HIGH TEMPERATURE
ROOF UNDERLAYMENT ON
3/4" P.T. PLYWOOD ON
2X P.T. PURLINS @ 24" O.C.
(METAL FLASHING AND
DRIP EDGE - ALL SIDES)
LINE OF 2X8 P.T. WOOD
STUD (BELOW)
A-110
A-110
LINE OF 2X8 P.T. WOOD
STUD (BELOW)
LINE OF 2X8 P.T. WOOD
STUD (BELOW)
LINE OF 2X8 P.T. WOOD
PURLIN (BELOW)
PRE-FINISHED METAL
GUTTER
PRE-FINISHED METAL DOWNSPOUTS,
VERIFY SPACING WITH ROOF PLAN
AND ROOF MANUFACTURER, SPLASH
TO GRADE AND TERMINATE WITH
PRECAST SPLASHBLOCKS, SLOPE
TOWARDS DOWNRANGE.
M R
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N
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B
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PR
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N
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IS
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R ev ie w
1-
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M O
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TA
IN
-1
1-
1-
1.
N D
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Ph as e
7-
Is su ed fo r B id s
-2 8-
A-
IS
LA
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SH
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S
TA
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N
LA
R G
ED
FR
AM
IN
G
R O
O F
PL
AN
S
SCALE:A-108
1 ENLARGED ROOF FRAMING PLAN @ TYPICAL STALL
3/4"=1'-0"
N
PLAN
SCALE:A-108
2 ENLARGED ROOF PLAN @ TYPICAL STALL
3/4"=1'-0"
N
PLAN
GENERAL PLAN NOTES
1 ALL WOOD TO RECEIVE A WATERPROOFING WOOD
FINISH ON ALL EXPOSED SIDES.
ALL NEW 2X WOOD ELEMENTS @ EXISTING
NEW HORIZONTAL
WOOD COMPOSITE
SIDING ON SYNTHETIC
WRB ON 3/4" P.T.
SHEATHING ON 2X4 P.T.
WOOD FRAMING @ 24"
(END WALLS ONLY)
7'- 7"
C
LE
AR
A-110
1X4 P.T. WOOD TRIM
(WRAP CORNER)
1'- 0"
DIRECTION OF FIRE
1X8 P.T. WOOD
FASCIA
NEW STANDING SEAM
METAL ROOF SYSTEM
ON HIGH TEMPERATURE
ROOF UNDERLAYMENT
ON 3/4" P.T. PLYWOOD
(PREFINISHED METAL
FLASHING AND DRIP
EDGE - ALL SIDES)
EXISTING 6X6 POSTS TO
REMAIN (TYP.)
ALTERNATE 2'-6"X 4'-8"
SHOOTER PROTECTION
SCREEN 2 EACH STALL:
(2) 1X4 P.T. WOOD
FRAMING (ALL AROUND)
WITH MESH SCREEN
INSERTED IN BETWEEN
FRAMING - 2'-9" A.F.G.
EXISTING TABLE AND
BENCH TO REMAIN
6X6 P.T. WOOD ROOF
SUPPORT
1X4 P.T. WOOD TRIM
(WRAP CORNER)
PREFINISHED
METAL FLASHING
BASE @ BOTTOM OF
SIDING
5" GUTTER
3" DOWNSOUT
CONCRETE
SPLASH BLOCK
EXTEND D.S. 5'-0" MIN.
A-110
OPEN
OPEN
OPEN
OPEN
EXISTING 6X6 WOOD
POST TO REMAIN (TYP.)
EXISTING TABLE
AND BENCH
1X8 P.T. WOOD
STUD FASCIA
2X12 P.T. WOOD
STUD BAFFLE
(BEYOND) - BOTH
SIDES OF STALL
1X4 P.T. WOOD TRIM
2X6 P.T. WOOD
SHELF )
2X6 P.T. WOOD
SHELF )
2X12 P.T. WOOD
STUD BAFFLE
(BEYOND) - BOTH
SIDES OF STALL
PREFINISHED
METAL FLASHING
AND DRIP EDGE
7'-4" (V.I.F.)
CL CL
.40 MIL BLACK EDPM
ROOFING ON 2X4 P.T. WOOD
FRAMING @ 16" O.C. - LAP
OVER AND FASTEN TO 2X6
SHELF, 2X6 ON GRADE, AND
2X4 SUPPORTS
A-110
2X6 P.T. WOOD STUD
SHELF
EXISTING 6X6 WOOD
POST TO REMAIN (TYP.)
2X12 P.T. WOOD
STUD
NEW STANDING SEAM
METAL ROOF SYSTEM
ON HIGH TEMPERATURE
ROOF UNDERLAYMENT
ON 3/4" P.T. PLYWOOD
(PREFINISHED METAL
FLASHING AND DRIP
EDGE - ALL SIDES)
OPEN
1'- 0"
1X12 P.T. WOOD
STUD FASCIA
2X12 P.T. WOOD
STUD BAFFLE
(BEYOND)
1X4 P.T. WOOD TRIM
7'-4" (V.I.F.)
CL CL
OPEN
M R
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IS
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BA
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PR
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M
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Ph as e
- 5 0%
R ev ie w
1-
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M O
U N
TA
IN
-1
1-
1-
1.
N D
L
AK
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Ph as e
7-
Is su ed fo r B id s
-2 8-
IS
LA
N D
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SH
O O
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TA
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EL
EV
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IO
N S
A-
SCALE:A-109
1 SHOOTING STALL ELEVATION @ END STALL
3/4" = 1'-0"
FINISH GRADE
EL. = 100'-0"
TOP OF JOIST
EL. = 108'-5"
TOP OF JOIST
EL. = 107'-4" (V.I.F.)
SCALE:A-109
2 SHOOTING STALL PLAN SOUTH ELEVATION
3/4" = 1'-0"
SCALE:A-109
3 SHOOTING STALL PLAN NORTH ELEVATION
3/4" = 1'-0"
FINISH GRADE
EL. = 100'-0"
TOP OF JOIST
EL. = 107'-4" (V.I.F.)
FINISH GRADE
EL. = 100'-0"
BOTTOM SHELF
EL. = 102'-9"
TOP SHELF
EL. = 104'-5" (V.I.F.)
TOP OF JOIST
EL. = 108'-5"
7'- 7"
C
LE
AR
7'-0" 18'-4" (V.I.F.)
7'- 4"
(V .I.
F.
1/2 (V.I.F.)
12 (V.I.F.)
1/2" 12"
CL
DIRECTION OF FIRE
2X12 P.T. WOOD
FACIA
NEW STANDING SEAM
METAL ROOFING ON
HIGH TEMPERATURE
ROOF UNDERLAYMENT
ON 3/4" P.T. PLYWOOD
(PREFINISHED METAL
FLASHING AND DRIP
EDGE - ALL SIDES)
EXISTING 6X6 POSTS TO
REMAIN (TYP.)
EXISTING TABLE AND
BENCH TO REMAIN
2X8 P.T. WOOD FASCIA
2X8 P.T. WOOD PURLINS
@ 24" O.C.
2X8 P.T. WOOD
STUD ON 2X12 P.T.
WOOD STUD
2'- 3"
3'- 8"
2'-
1/ 2"
1'- 8"
2'- 0"
2'- 6"
1'- 8"
2'- 0"
2'-
1/ 2"
1'- 8"
2'- 9"
1'- 8"
2'- 0" 2'-
0"
6X6 P.T. WOOD SUPPORT
@ EACH EXISTING 6X6
POST
42°
2X6 P.T. WOOD BRACE @
EACH NEW 6X6 POST
SUPPORT (BOTH SIDES
2X8 P.T. WOOD JOISTS
(BOTH SIDES OF 6X6
POST)
2X6 P.T. WOOD
STUD ON (2) 2X8 P.T.
WOOD STUDS
2X12 P.T. WOOD
STUD
(2) 2X6 P.T. WOOD STUDS
(BOTH SIDES OF 6X6 POST)
.40 MIL BLACK EDPM
ROOFING ON 2X4 P.T. WOOD
FRAMING @ 16" O.C. - LAP
OVER AND FASTEN TO 2X6
SHELF, 2X6 ON GRADE, AND
2X4 SUPPORTS
61°
LINE OF 2X6 P.T.
HORIZONTAL FRAMING
AND BOTTOM OF 3/4" P.T.
PLYWOOD - EACH SIDE OF
EXISTING 6X6 POST (SEE
SHEET A-106)
LINE OF (4) 2X6 P.T.
HORIZONTAL FRAMING
BETWEEN EXISTING 6X6
POST (SEE SHEET A-106)
LINE OF 2X4 P.T.
HORIZONTAL FRAMING -
EACH SIDE OF EXISTING
6X6 POST (SEE SHEET
A-106)
METAL FLASHING
AND DRIP EDGE AT
PERIMETER OF NEW
ROOFING SYSTEM
2X6 P.T. WOOD STUD
ON (3) 2X12 P.T. WOOD
STUDS - TYP. OF 3
2X6 P.T. WOOD STUD
ON (3) 2X8 P.T. WOOD
STUDS - TYP. OF 3
(3) 2X12 P.T. WOOD
STUDS (TYP. OF 3)
2X12 P.T. WOOD
BAFFLE (BEYOND)
2X12 P.T. WOOD
BAFFLE (BEYOND)
3/4" P.T. PLYWOOD 0N
2X STUD FRAMING
(BOTH SIDES OF STALL)
1'- 0"
5 1/2" THICK DENIM
INSULATION TO FILL VOIDS
BETWEEN 2X8 P.T. WOOD
PURLINS - FASTEN TO
BOTTOM OF JOISTS WITH
CHICKEN WIRE AND
LANDSCAPE FABRIC
GUTTER (BEYOND)
DOWNSOUT
(BEYOND)
CONCRETE
SPLASH BLOCK
(BEYOND)
A-110
NEW STANDING SEAM
METAL ROOFING ON
HIGH TEMPERATURE
ROOF UNDERLAYMENT
ON 3/4" P.T. PLYWOOD
(PREFINISHED METAL
FLASHING AND DRIP
EDGE - ALL SIDES)
1X8 P.T. WOOD
FACIA ON 2X8 P.T.
WOOD STUD
EXISTING 6X6 POSTS TO
REMAIN (TYP.)
2X4 P.T. WOOD
STUD
2X6 P.T. WOOD
STUD
METAL FLASHING
AND DRIP EDGE AT
PERIMETER OF NEW
ROOFING SYSTEM
5 1/2" THICK DENIM
INSULATION TO FILL VOIDS
BETWEEN 2X8 P.T. WOOD
PURLINS - FASTEN TO
BOTTOM OF JOISTS WITH
CHICKEN WIRE AND
LANDSCAPE FABRIC
(4) 2X6 P.T. WOOD
STUDS
3/4" P.T. PLYWOOD ON
2X4 P.T. WOOD STUDS
(BOTH SIDES)
2X8 P.T. WOOD
STIFFENER
2X12 P.T. WOOD
BAFFLE (BEYOND)
1'- 0"
NEW HORIZONTAL
WOOD COMPOSITE
SIDING ON SYNTHETIC
WRB ON 3/4" P.T.
SHEATHING ON 2X4 P.T.
WOOD FRAMING @ 24"
(END WALLS ONLY)
EXISTING 2X6 TO
REMAIN
2X12 P.T. WOOD
BAFFLE
(4) 2X6 P.T. WOOD
STUDS
2X12 P.T. WOOD
BAFFLE (BEYOND)
2X6 P.T. WOOD BAFFLE
SCALE:A-110
1 SHOOTING STALL SECTION
3/4" = 1'-0"
M R
TMR
W
JC
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N G
B Y
PR
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C
T N
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PC
A
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N
B Y
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B
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PR
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A
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IS
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BA
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M O
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TA
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SH
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R
AN
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IM
PR
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M
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Ph as e
- 5 0%
R ev ie w
1-
0.
M O
U N
TA
IN
-1
1-
1-
1.
N D
L
AK
E
Ph as e
7-
Is su ed fo r B id s
-2 8-
IS
LA
N D
L
AK
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SH
O O
TI
N
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TA
LL
SE
C
TI
O
N S
A-
FINISH GRADE
EL. = 100'-0"
TOP OF JOIST
EL. = 108'-5"
BOTTOM SHELF
EL. = 102'-9"
TOP SHELF
EL. = 104'-5"
SCALE:A-110
2 SHOOTING STALL SECTION
3/4" = 1'-0"
FINISH GRADE
EL. = 100'-0"
TOP OF JOIST
EL. = VARIES
BOTTOM SHELF
EL. = VARIES
EL. = VARIES
M R
TMR
W
JC
/E
N G
B Y
PR
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C
T N
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PC
A
D R
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N
B Y
D
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IG
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B
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PR
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C
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A
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N
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EN
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H
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A
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A M
P . L
A C
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A
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A
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IN
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A
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IG
N
A N
D C
O N
ST
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TI
O
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IV
IS
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N
IS
LA
N D
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BA
LD
M O
U N
TA
IN
SH
O
O
TI
N G
R
AN
G E
IM
PR
O
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M
EN
TS
Ph as e
- 5 0%
R ev ie w
1-
0.
M O
U N
TA
IN
-1
1-
1-
1.
N D
L
AK
E
Ph as e
7-
Is su ed fo r B id s
-2 8-
IS
LA
N D
L
AK
E
SH
O O
TI
N
G S
TA
LL
P
ER
SP
EC
TI
VE
S (F
O R
R
EF
ER
EN
C E
O N
LY
A-
SCALE:A-107
1 TYPICAL SHOOTING STALL @ END CONDITION
N.T.S.
SCALE:A-107
2 TYPICAL SHOOTING STALL (SHOOTING POSITION)
N.T.S.
SCALE:A-107
3 TYPICAL SHOOTING STALL (BACK)
N.T.S.
NOTE:
1 SHOWN FOR DESIGN INTENT
ONLY.
SCALE:
EXISTING FIRST FLOOR DEMOLITION PLAN
1/2"=1'-0"
M R
TMR
W
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/E
N G
B Y
PR
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C
T N
O
PC
A
D R
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N
B Y
D
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IG
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B
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PR
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C
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-0
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A
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M
EN
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N
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EM
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T
A N
D B
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G
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A
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IC
H
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A
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A D
A M
P . L
A C
H , R
A , N
C A
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A
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A
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A
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IN
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IG
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ST
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TI
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IV
IS
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N
IS
LA
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AK
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BA
LD
M O
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TA
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SH
O
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TI
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R
AN
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IM
PR
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M
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- 5 0%
R ev ie w
1-
0.
M O
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TA
IN
-1
1-
1-
1.
N D
L
AK
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Ph as e
7-
Is su ed fo r B id s
-2 8-
IS
LA
N D
L
AK
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SK
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TO
W
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D
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O
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TI
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P
LA
N S
A-
1 2 3 5
EXISTING
CLUBHOUSE
SCALE:
N
EXISTING SECOND FLOOR DEMOLITION PLAN
1/2"=1'-0"
SCALE:
N
LOCATION MAP
N.T.S.
EXISTING ROLLING
DOOR
EXISTING SKEET
TRAP DOOR AND
FRAME
LINE OF ROOF OVERHEAD
TO REMAIN
EXISTING HOLLOW METAL
DOOR AND FRAME TO REMAIN
EXISTING FENCE TO
REMAIN
EXISTING ROLLING
DOOR
REMOVE EXISTING WOOD
GUARDRAIL AND BALUSTERS
REMOVE EXISTING WOOD
GUARDRAIL AND BALUSTERS
EXISTING FENCE TO
REMAIN
REMOVE EXISTING WOOD
TREADS, RISERS, AND
STRINGERS
REMOVE EXISTING WOOD
POST AND CONC. FOOTING
REMOVE EXISTING WOOD
DECKING & FRAMING
LINE OF EXISTING STAIR
(ABOVE)
REMOVE EXISTING CONC.
FOOTING
PLANPLAN
TRUE
A-115
A-115
A-115
A-115
A-115
A-115
A-115
EXIST.
SLOPE 6:12 (V.I.F.)
EXIST.
SLOPE 6:12 (V.I.F)
SLOPE (MATCH EXISTING)
SLOPE (MATCH EXISTING)
SCALE:
N
EXISTING FIRST FLOOR PLAN
1/2"=1'-0"SCALE:
N
EXISTING SECOND FLOOR PLAN
1/2"=1'-0"
SCALE:
N
EXISTING ROOF PLAN
1/2"=1'-0"
M R
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B
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M O
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IN
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1-
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Ph as e
7-
Is su ed fo r B id s
-2 8-
IS
LA
N D
L
AK
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SK
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TO
W
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P
LA
N
S A-
SCALE:
N
ALTERNATE ROOF PLAN
1/2"=1'-0"
1 2 3 5
EXISTING
CLUBHOUSE
SCALE:
N
LOCATION MAP
N.T.S.
NEW 3"
DOWNSPOUT
(BOTH SIDES)
EXISTING ROLLING
DOOR TO REMAIN.
PROVIDE ALUM.
THRESHOLD AND NEW
SEAL AT BOTTOM
EXTEND DOWNSPOUT 5'-0"
BOTH SIDES
CONCRETE
SPLASH BLOCK
(BOTH SIDES)
LINE OF NEW
LANDING ABOVE
18"X42" DEEP
CONC. PAD FOR
STAIR BEARING
NEW 6X6 P.T.
WOOD POST W/
GALV. 1" STANDOFF
POST BASE
NEW 2X8 SPPT.
JOISTS @ 16" O.C. W/
SIMPSON HU28
HANGERS @ EACH
END
NEW (2) 2X8 SPPT
BEAM W/ (2)
SIMPSON
SDWS22400DB
SCREWS
6'-8" V.I.F.
3'- 4"
V .I.
F.
EXISTING SKEET
TRAP DOOR AND
FRAME TO
RECEIVE PAINT
LINE OF ROOF OVERHEAD
EXISTING HOLLOW METAL
DOOR AND FRAME. PROVIDE
NEW ALUM. THRESHOLD AND
WEATHERSTRIPPING (PAINT
TO MATCH EXISTING)
EXISTING FENCE TO
REMAIN
NEW 42"H P.T. WOOD
GUARDRAIL W/ P.T.
BALUSTERS @ 4" O.C.
NEW 1" X 6"
COMPOSITE DECKING,
SPACED
NEW 42"H P.T. WOOD
GUARDRAIL W/ P.T.
2X2 BALUSTERS @
4" O.C.
NEW 4X4 P.T. WOOD
POST
NEW 1X12 COMPOSITE
TREAD W/ 1X6
COMPOSITE RISERS.
T
RE
AD
S
1.
5"
5'- 7"
3'-0" CLEAREXISTING FENCE TO
REMAIN
'-1
1"
3'- 4"
V .I.
F.
6'-8" V.I.F.
12'-0" V.I.F.
'-0
" V .I.
F.
EXISTING ROLLING
DOOR TO REMAIN.
PROVIDE ALUM.
THRESHOLD AND NEW
SEAL AT BOTTOM
EXISTING ROOF TO
REMAIN
EXISTING ALUM.
GUTTER TO
REMAIN
(BOTH SIDES)
13'-8" V.I.F.
'-8
" V .I.
F.
NEW STANDING
SEAM METAL
ROOFING
SYSTEM ON HIGH
TEMPERATURE
ROOF
UNDERLAYMENT
ON EXISTING
SHEATHING
EXISTING ALUM.
GUTTER TO
REMAIN
(BOTH SIDES)
NEW METAL ROOF
CAP
A-116
A-116
A-116
D.S.D.S.
D.S.D.S.
18" DIA. CONCRETE
FOOTING, @ 42"
DEEP
NEW 2X8 SPPT
LEDGER W/
SIMPSON 3/8" Ø
TITAN HD ANCHORS
@ 12" O.C.
STAGGERED
NEW 1 1/2" DIA. GALV.
MTL. HANDRAILS @ 34"
ABOVE TREAD/ DECK
NEW 3"
DOWNSPOUT
(BOTH SIDES)
NEW 3"
DOWNSPOUT
(BOTH SIDES)
3"3"
1'- 0"
3'-0" CLEAR 4"3" 1'-
0"
TRUE
PLANPLANPLAN
NEW 2X8 SPPT BEAM
W/ SIMPSON HU28
HANGER @ LEDGER
END & (2) SIMPSON
SDWS72400DB
SCREWS @ POST
ENDS
6 (V.I.F.)
6 (V.I.F.)
SCALE:A-115
1 WEST ELEVATION
3/8" = 1'-0"SCALE:A-115
2 SOUTH ELEVATION
3/8" = 1'-0"
SCALE:A-115
3 EAST ELEVATION
3/8" = 1'-0"SCALE:A-115
4 NORTH ELEVATION
3/8" = 1'-0"
GENERAL NOTES
1 ALL WOOD TO RECEIVE A
WATERPROOFING WOOD FINISH.
FINISH GRADE
EL. = 100'-0"
TOP OF LANDING
EL. = 107'-4" (V.I.F.)
TOP OF RIDGE
EL. = 119'-0" (V.I.F.)
FINISH GRADE
EL. = 100'-0"
TOP OF RIDGE
EL. = 119'-0" (V.I.F.)
FINISH GRADE
EL. = 100'-0"
TOP OF RIDGE
EL. = 119'-0" (V.I.F.)
M R
TMR
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N
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B
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LA
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BA
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M O
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R ev ie w
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M O
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TA
IN
-1
1-
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1.
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Ph as e
7-
Is su ed fo r B id s
-2 8-
IS
LA
N D
L
AK
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SK
EE
T
TO
W
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E
LE
VA
TI
O
N S
A-
TOP OF LANDING
EL. = 107'-4" (V.I.F.)
A-400
EXISTING ROOF &
FASCIA TO REMAIN
EXISTING GUTTER TO
REMAIN
(BOTH SIDES)
NEW 3" DOWNSPOUT
TYP.
(BOTH SIDES)
EXISTING ROLLING
DOOR TO REMAIN.
PROVIDE ALUM.
THRESHOLD AND NEW
SEAL AT BOTTOM
EXISTING CMU TO
REMAIN
EXISTING ROLLING
DOOR TO REMAIN.
PROVIDE ALUM.
THRESHOLD AND NEW
SEAL AT BOTTOM
EXISTING ROOF & FASCIA TO
REMAIN
EXISTING GUTTER TO REMAIN
(BOTH SIDES)
NEW 42"H P.T. WOOD GUARDRAIL
W/ P.T. BALLESTERS @ 4" O.C.
(2) 2X8 WD. BEAM W/ GALV.
POST/BEAM CAP
NEW 6X6 P.T. WOOD POST W/
GALV. 1" STANDOFF POST BASE
NEW 42"H P.T. WOOD GUARDRAIL
W/ P.T. 2X2 BALUSTERS @ 4" O.C.
NEW 1X12 COMPOSITE WOOD
TREAD W/ 1X6 COMPOSITE
RISERS.
EXISTING CMU TO
REMAIN
EXISTING FENCE TO
REMAIN
EXISTING HOLLOW
METAL DOOR AND
FRAME. PROVIDE NEW
ALUM. THRESHOLD &
WEATHERSTRIPPING
(NEW PAINT TO MATCH
EXIST. COLOR)
EXISTING CMU TO
REMAIN
EXISTING GUTTER TO
REMAIN (BOTH SIDES)
EXISTING SKEET TRAP
DOOR AND FRAME TO
RECEIVE PAINT (MATCH
EXIST. COLOR)
EXISTING ROOF & FASCIA TO
REMAIN
EXISTING FENCE TO REMAIN
CONCRETE SPLASH
BLOCK (BOTH SIDES)
NEW 3" DOWNSPOUT
TYP.
(BOTH SIDES)
CONCRETE
SPLASH BLOCK
(BOTH SIDES)
EXTEND DOWNSPOUT
5'-0" (BOTH SIDES)
EXISTING FENCE TO
REMAIN
NEW 42"H P.T. WOOD
GUARDRAIL W/ P.T. 2X2
BALUSTERS @ 4" O.C.
NEW 1X12 COMPOSITE
TREAD W/ 1X6
COMPOSITE RISERS.
NEW 6X6 P.T. WOOD
POST W/ GALV. 1"
STANDOFF POST BASE
18" DIA. CONC. FTG. @
42" DEEP
18" DIA. CONC. FTG. @ 42" DEEP
(BEYOND)
18"X42" DEEP CONC. PAD FOR
STAIR BEARING (BEYOND)
18"X42" DEEP CONC. PAD
FOR STAIR BEARING
NEW 2X8 P.T. WOOD
JOISTS @ 16" O.C. W/
GALV. JOIST HANGERS
@ EACH END
EXISTING ROOF & FASCIA TO
REMAIN
EXISTING ALUM. GUTTER TO
REMAIN (BOTH SIDES)
EXISTING SKEET TRAP DOOR
AND FRAME TO RECEIVE PAINT
(MATCH EXIST.)
EXISTING CMU TO
REMAIN
CONCRETE SPLASH
BLOCK (BOTH SIDES)
3'- 6"
V .I.
F.
7'-
4" V
.I.
F.
R
IS
ER
S
NEW 3" DOWNSPOUT
TYP.
(BOTH SIDES)
JOIST BEARING
EL. = 115'-4" (V.I.F.)
NEW 1 1/2" DIA. GALV. MTL.
HANDRAILS @ 34"H
EXISTING HOLLOW METAL
DOOR AND FRAME. PROVIDE
NEW ALUM. THRESHOLD &
WEATHERSTRIPPING (NEW
PAINT TO MATCH EXIST.
COLOR)
SCALE:A-116
2 GUARDRAIL & HANDRAIL DETAIL
1-1/2" = 1'-0"
M R
TMR
W
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N G
B Y
PR
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N
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B
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PR
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M
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EN
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BA
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M O
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TA
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SH
O
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IM
PR
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M
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Ph as e
- 5 0%
R ev ie w
1-
0.
M O
U N
TA
IN
-1
1-
1-
1.
N D
L
AK
E
Ph as e
7-
Is su ed fo r B id s
-2 8-
SK
EE
T
TO
W
ER
S
TA
IR
D
ET
AI
LS
A-
5SCALE:A-116
1 STAIR SECTION
1" = 1'-0"
7"
11"
1"X6" COMPOSITE
DECKING
NEW 2X8 SPP.T
LEDGER W/ SIMPSON
3/8" Ø TITEN HD
ANCHORS @ 12" O.C.
STAGGERED
NEW 2X8 SPP.T JOIST
@ 16" O.C. W/
SIMPSON HU28
HANGERS @ EACH
END
(2) 2X8 SPP.T BEAMS
W/ (2) SIMPSON
SDWS22400DB
SCREWS
PREFIN MTL. 'Z'
FLASHING W/
SEALANT
NEW 6X6 P.T. WOOD
POST
NEW GALV. SIMPSON
PPB44-4Z POST BASE
W/ (2) 1/4" X 1-1/4"
TITEN TURBO RODS
FOR THE FOUNDATION
& (12) 0.148" Ø X 3"
SCREWS FOR THE
POST
CONCRETE FOOTING
18"
POST/BEAM CAP
SIMPSON LSCSS W/ (8)
0.148" Ø X 1-1/2"
SCREW @ NARROW
FACE OF STRINGER
SIMPSON HGAM10KTA W/ (4) 1/4" Ø X 1-1/4"
SDS SCREWS STRINGER & (4) 1/4" Ø X 1-3/4"
TITEN TURBO ANCHORS @ CONCRETE
18"
CONCRETE PAD FOR
STAIR BEARING
2X6 P.T. WOOD STUD
2X2 P.T. WOOD
BALUSTER (BEYOND)
4X4 P.T. WOOD POST
2'-
3'- 6"
1 1/2" DIA. GALV. MTL.
HANDRAIL
1X12 COMPOSITE
WOOD TREAD 2X WD. STRINGER X4
EQ. SPACED
(OPEN-ENDED)
TOP OF LANDING
EL. = 107'-4" (V.I.F.)
2X12 SPP.T STRINGER
TYP.
TY
P.
NEW 1X6 COMPOSITE
WOOD RISER TYP.
NEW 1X12
COMPOSITE WOOD
TREAD TYP.
R
IS
ER
S
" M
AX
(V
.I.
F.
11"
11 TREADS @ 11.5"
EXISTING CMU WALL
5'-8"
TY
P.
1'-0"
3/4"
1/2" GAP @ WALL
RETURN TO WALL @
FENCE. RETURN TO
POST @ OPEN SIDE
RETURN TO WALL @
FENCES, RETURN TO
POST @ OPEN SIDE
PRE ENG. 1 1/2" DIA.
METAL RAIL W/
METAL BRACKETS @
48" O.C. MAX EA. SIDE
#5 BAR T&B CONT. (2)
2" 11
2"
SCALE:A-116
3 POST DETAIL
1-1/2" = 1'-0"
NEW 4X4 P.T. POST
NEW SIMPSON
SDWS22400DP SCREW
NEW 2X8 S.P. P.T.
BEAM
A-116
REMOVE EXISTING
SLIDING WINDOW SYSTEM
EXISTING WALLS
REMOVE EXISTING WOOD
BURNING STOVE(S)
& FLUE STACK (SEE MECH.)
REMOVE EXISTING SLIDING DOOR
AND TRACK
REMOVE EXISTING CEILING PANELS
REMOVE PORTION OF EXISTING
WALL AS INDICATED
EXISTING FLOOR TO REMAIN
REMOVE 4" OF WALL
BELOW SILL
'-1
0" (V
.I.
F.
44'-10" (V.I.F.)
12" 12"
REMOVE EXISTING WOOD
BURNING STOVE(S)
& FLUE STACK (SEE MECH.)
REMOVE EXISTING 3'H X
3'W WINDOW(S)
REMOVE EXISTING 3'H X
3'W WINDOW(S)
REMOVE EXISTING 3'H X
3'W WINDOW(S)
REMOVE EXISTING FLUE STACK
AND FLASHING (SEE MECH.)
EXISTING RIDGE
LINE AND
STANDING
METAL ROOF
SYSTEM TO
REMAIN
EX
IS
TI
N
G
:1
SL
O
PE
(V
.I.
F.
EX
IS
TI
N G
:1
SL
O
PE
(V .I.
F.
REMOVE EXISTING FLUE STACK
AND FLASHING (SEE MECH.)
M R
TMR
W
JC
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N G
B Y
PR
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C
T N
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PC
A
D R
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N
B Y
D
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IG
N
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B
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PR
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C
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C
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W
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A
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M
EN
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CH
N
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EN
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A N
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ST
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TI
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IV
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IS
LA
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BA
LD
M O
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TA
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SH
O
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R
AN
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IM
PR
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M
EN
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Ph as e
- 5 0%
R ev ie w
1-
0.
M O
U N
TA
IN
-1
1-
1-
1.
N D
L
AK
E
Ph as e
7-
Is su ed fo r B id s
-2 8-
IS
LA
N D
L
AK
E 5-
ST
AN
D D
EM
O
LI
TI
O N
PL
AN
S (B
AS
E
BI
D
A-
SCALE:
N
DEMOLITION FLOOR PLAN
1/2"=1'-0"
SCALE:
N
DEMOLITION ROOF PLAN
1/2"=1'-0"
SCALE:
N
LOCATION MAP
NOT TO SCALE
PLAN
PLAN
TRUE
BID ALTERNATE #1
DO NOT COMPLETE WORK ON
THIS SHEET.
NEW 3' X 6'-8" H.M. DOORS
(WITH LITES) & FRAMES
(SWING 180°) WITH NEW ALUM.
THRESHOLD AND
PANIC BARS
NEW 3/4" PT. PLYWOOD CEILING ON EXISTING FRAMING
3/4" P.T. PLYWOOD ON VAPOR
BARRIER ON R-13 INSULATION
(PROVIDE INSULATION
BETWEEN EXISTING WOOD
STUDS)
SEE CIVIL
5'- 0"
(SEE ELEC. FOR LIGHTING)
(SEE MECH. FOR HEATING)
SLIDE SLIDESLIDE SLIDESLIDE
OUTDOOR CARPET ON 3/4" P.T. PLYWOOD
7'-0"
A-118
A-118
A-118
A-118
NEW 2X4 P.T. WOOD
A-118
NEW 12"X50" FOLDING
METAL SHELF @ 34" A.F.F.
(TYP. OF 5)
NEW 1" ALUM.
INSULATED TEMPERED
SLIDER WINDOWS (V.I.F.
EXISTING OPENING)
9'-5" (V.I.F.)
NEW 5'X7' MASS CONCRETE
POUR 42" BELOW GRADE
SLOPE 1/8" AWAY WITH 2%
CROSS SLAB MAX.
A-118
8'-8" (V.I.F.)8'-8" (V.I.F.)8'-8" (V.I.F.)9'-5" (V.I.F.)
NEW 1" ALUM.
INSULATED
SLIDER
WINDOWS (V.I.F.
EXISTING
OPENING)
NEW 1" ALUM.
INSULATED TEMPERED
SLIDER WINDOWS (V.I.F.
EXISTING OPENING)
NEW 1" ALUM.
INSULATED TEMPERED
SLIDER WINDOWS (V.I.F.
EXISTING OPENING)
NEW 1" ALUM. INSULATED
TEMPERED SLIDING
WINDOWS (V.I.F.
EXISTING OPENING)
CL CL CL CL
EX
IS
TI
N
G
:1
SL
O
PE
(V
.I.
F.
EX
IS
TI
N G
:1
SL
O
PE
(V .I.
F.
PATCH EXISTING ROOF
(MATCH MATERIAL AND
COLOR)
A-118
PATCH EXISTING ROOF
(MATCH MATERIAL AND
COLOR)
EXISTING RIDGE
LINE AND
STANDING
METAL ROOF
SYSTEM TO
REMAIN
M R
TMR
W
JC
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N G
B Y
PR
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R ev ie w
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0.
M O
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TA
IN
-1
1-
1-
1.
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Ph as e
7-
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-2 8-
IS
LA
N D
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ST
AN
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PL
AN
S
(B
AS
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BI
D
A-
SCALE:
N
ROOF PLAN
1/2"=1'-0"
SCALE:
N
FLOOR PLAN
1/2"=1'-0"
PLAN
PLAN
SCALE:
N
LOCATION MAP
NOT TO SCALE
TRUE
NOTE:
BASIS OF DESIGN PER THE 2015 MICHIGAN
REHABILITATION CODE.
REFER TO SHEETS A-134 AND A-135 FOR
ALTERNATE CONSTRUCTION.
BID ALTERNATE #1
EXISTING EXT. WALL
PANELING
NEW 4" P.T. WOOD TRIM
RODENT SCREEN
BURIED 12" AND
FASTENED TO EXIST.
STRUCTURE, ALL SIDES.
EXISTING STANDING
SEAM ROOF SYSTEM
TO REMAIN
A-119
NEW 1"X4" P.T. WOOD
TRIM
NEW 4" P.T. TRIM
BETWEEN NEW
INSULATED TEMPERED
ALUM. SLIDING WINDOW(S)
(TYP.)
NEW 1" ALUM.
INSULATED
TEMPERED SLIDING
WINDOWS (V.I.F.
EXISTING OPENING)
NEW MEMBRANE
FLASHING AT ENTIRE
WINDOW OPENING
(TYP. OF 5)
EXISTING EXT. WALL
PANELING
NEW 4" P.T. WOOD TRIM
(BOTH SIDES AND TOP)
NEW 3' X 6'-8" H.M.
DOORS (WITH 2'-0"W X
3'-0"H LITES) & FRAMES
(SWING 180°) WITH NEW
ALUM. THRESHOLD AND
PANIC BAR
RODENT SCREEN
BURIED 12" AND
FASTENED TO EXIST.
STRUCTURE, ALL SIDES.
NEW 1X4 P.T.
WOOD TRIM
EXISTING STANDING
SEAM ROOF SYSTEM
TO REMAIN
NEW 1" ALUM.
INSULATED TEMPERED
SLIDER WINDOWS
(V.I.F. EXISTING
OPENING)
NEW 1" ALUM.
INSULATED TEMPERED
SLIDER WINDOWS
(V.I.F. EXISTING
OPENING)
NEW 1X4 P.T.
WOOD TRIM
3'-0" (V.I.F.) 3'-0" (V.I.F.)
3'- 0"
(V .I.
F.
3'-0" (V.I.F.) 3'-0" (V.I.F.)
3'- 0"
(V .I.
F.
NEW MEMBRANE
FLASHING AT ENTIRE
WINDOW OPENING
(TYP.)NEW MEMBRANE
FLASHING AT ENTIRE
WINDOW OPENING
(TYP. OF 2)
EXISTING EXT. WALL
PANELING
EXISTING LOUVER
TO REMAIN
12 V.I.F
6 V.I.F.
RODENT SCREEN
BURIED 12" AND
FASTENED TO EXIST.
STRUCTURE, ALL SIDES.
NEW 1" ALUM.
INSULATED TEMPERED
SLIDER WINDOWS
(V.I.F. EXISTING
OPENING)
EXISTING STANDING
SEAM ROOF SYSTEM
TO REMAIN
NEW 1"X4"
P.T. WOOD
TRIM
3'-0" (V.I.F.) 3'-0" (V.I.F.)
3'- 0"
(V .I.
F.
NEW MEMBRANE
FLASHING AT ENTIRE
WINDOW OPENING
(TYP.)
EXIST. CONCRETE
PAD (V.I.F.)
EXIST. 4x4 WOOD
MEMBER (PARALLEL
TO FLOOR, V.I.F.)
EXIST. PLYWOOD
FLOOR ON 2x4
WOOD FRAMING
NEW 4" BATT INSUL.
R-13
NEW 3/4" P.T.
PLYWOOD
EXIST. WOOD WALL
PANEL
EXIST. 2x4 WOOD
STUDS
NEW OUTDOOR
CARPET ON 3/4" P.T.
PLYWOOD
NEW 1x4 P.T. WOOD
TRIM
NEW ALUM. SILL
FLASHING (BY WINDOW
MNAUFACTURER)
NEW 1" INSULATED
TEMPERED ALUM.
SLIDING WINDOW
(VERIFY OPENINGS
IN FIELD)
NEW 3/4" P.T.
PLYWOOD
EXIST. METAL ROOF
SYSTEM TO REMAIN
NEW 1/2" P.T.
PLYWOOD
NEW 3" CLOSED CELL
FOAM INSULATION -
R-21
(2) NEW 2x4
P.T. WOOD
STUDS
16 GAUGE GALV. WIRE RODENT
SCREEN WELDED @ EACH JOINT
w/ 1/2" x 1/2" GRID (EXTEND 12"
BELOW GRADE) MECHANICALLY
FASTENED W/ HEAVY DUTY
STAPLES TO 4x4
NEW P.T. WOOD
BLOCKING
NEW 1x4 P.T. WOOD
TRIM
NEW 12"X54" ALTERNATE
FOLDING METAL SHELF
@ 34" A.F.F.
SLOPE GRADE
AWAY FROM
STRUCTURE
MEMBRANE FLASHING @
ENTIRE WINDOW
OPENING (TYP.)
PROVIDE SPRAY FOAM
INSULATION @
PERIMETER OF WINDOW
FRAME (TYP.)
SCALE:A-118
1 EAST AND WEST ELEVATION
3/8" = 1'-0"SCALE:A-118
2 NORTH ELEVATION
3/8" = 1'-0"
SCALE:A-118
4 SOUTH ELEVATION
3/8" = 1'-0"
FINISH FLOOR
EL. = 100'-0"
TOP OF RIDGE
EL. = 110'-8" (V.I.F.)
FINISH FLOOR
EL. = 100'-0"
TOP OF RIDGE
EL. = 110'-8" (V.I.F.)
B.O. OF WINDOW SYSTEM
EL. = 102'-9"
FINISH FLOOR
EL. = 100'-0"
TOP OF RIDGE
EL. = 110'-8" (V.I.F.)
M R
TMR
W
JC
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N G
B Y
PR
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C
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B Y
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B
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PR
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R ev ie w
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M O
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TA
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1-
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Ph as e
7-
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-2 8-
IS
LA
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S (B
AS
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BI
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A-
SCALE:A-118
3 WALL SECTION
1" = 1'-0"
T.O. OF WINDOW SYSTEM
EL. = 107'-0" V.I.F.
NOTE:
BASIS OF DESIGN PER THE 2015 MICHIGAN
REHABILITATION CODE.
REFER TO SHEETS A-134 AND A-135 FOR
ALTERNATE CONSTRUCTION.
A-123
EXISTING LENGTH 110'-0" (V.I.F.) - 15 STALLS
EX
IS
TI
NG
W
ID
TH
8'- 0"
(V .I.
F.
15 STALLS 10 STALLS 10 STALLS
A-123
EXISTING LENGTH 74'-0" (V.I.F.) - 10 STALLS
EX
IS
TI
NG
W
ID
TH
8'- 0"
(V .I.
F.
) B CA
M R
TMR
W
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M O
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TA
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1-
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Ph as e
7-
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-2 8-
BA
LD
M O
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TA
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R
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D
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O
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TI
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LA
N
S A-
SCALE:
N
LOCATION MAP
N.T.S.
TRUE
SCALE:
N
OVERALL DEMOLITION FLOOR PLAN (B AND C)
3/16"=1'-0"
PLAN
SCALE:
N
OVERALL DEMOLITION FLOOR PLAN (A)
3/16"=1'-0"
A-123
EXISTING LENGTH 110'-0" (V.I.F.) - 15 STALLS
EX
IS
TI
NG
F
RA
M
IN
G
8'- 0"
(V .I.
F.
C L 7'-
0" (V
.I.
F.
A-123
EXISTING LENGTH 74'-8" (V.I.F.) - 10 STALLS
EX
IS
TI
NG
F
RA
M
IN
G
8'- 0"
(V .I.
F.
C L 7'-
0" (V
.I.
F.
15 STALLS 10 STALLS 10 STALLS
M R
TMR
W
JC
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N G
B Y
PR
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C
T N
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PC
A
D R
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N
B Y
D
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IG
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B
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PR
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C
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C
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-0
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N
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PR
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M O
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TA
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-1
1-
1-
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N D
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Ph as e
7-
Is su ed fo r B id s
-2 8-
A-
BA
LD
M
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TA
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SH
O O
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TA
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O
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R
AL
L R
O O
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O
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TI
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P
LA
N S
SCALE:
N
OVERALL DEMOLITION ROOF PLAN (B AND C)
3/16"=1'-0"
PLAN
SCALE:
N
OVERALL DEMOLITION ROOF PLAN (A)
3/16"=1'-0"
PLAN
B CA
SCALE:
N
LOCATION MAP
N.T.S.
A-122
EXISTING TARP TO
BE REMOVED
(TYP.)
EXISTING TABLE
AND SEAT TO
REMAIN
LINE OF ROOF ABOVE
EXISTING 2X6
FRAMING TO BE
REMOVED
EXISTING SHELF
TO BE REMOVED
EXISTING 2X
BRACING TO
REMAIN (TYP.
U.O.N)
EXISTING 6X6
POSTS TO
REMAIN (TYP.)
EXISTING 2X6
FRAMING TO BE
REMOVED
EXISTING 2X6
FRAMING AND
WOOD FILLER
TO BE REMOVED
LINE OF FRAMING
ABOVE
EXISTING 2X6
FRAMING @ GRADE
TO BE REMOVED
(BOTH SIDES -TYP.)
EXISTING 2X6
FRAMING AND
WOOD FILLER
TO BE REMOVED
EXISTING 2X
BRACING TO BE
REMOVED
EXISTING 2X
BRACING TO BE
REMOVED
EXISTING 2X
BRACING TO BE
REMOVED
EXISTING 2X6
FRAMING @ GRADE
TO BE REMOVED
(BOTH SIDES -TYP.)
LINE OF FRAMING
ABOVE
ADDITIONAL STALLS
A-122
EXISTING 2X
PURLIN FRAMING
TO REMAIN
EXISTING 2X JOISTS
TO REMAIN
SH
IN
G
LE
S
AN
D
SH
EA
TH
IN
G
T O
B E
RE
M
O
VE
D
EXISTING GUSSET
PLATE TO BE
REMOVED
SH
IN
G
LE
S, S
HE
AT
HI
NG
, A
ND
W O
O D
FR
AM
IN
G
T O
B E
RE
M
O
VE
D
EXISTING 6X6
POSTS TO REMAIN
SCALE:A-121
1 ENLARGED DEMOLITION STALL PLAN
3/4"=1'-0"SCALE:A-121
2 ENLARGED DEMOLITION ROOF PLAN
3/4"=1'-0"
M R
TMR
W
JC
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N G
B Y
PR
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C
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PC
A
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N
B Y
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B
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PR
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C
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C
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A
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M O
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PR
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M
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Ph as e
- 5 0%
R ev ie w
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M O
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TA
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-1
1-
1-
1.
N D
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Ph as e
7-
Is su ed fo r B id s
-2 8-
A-
BA
LD
M
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TA
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SH
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TA
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E N
LA
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G
ED
D
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O
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TI
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N P
LA
N
S
N
PLAN
EXISTING TABLE AND
SEAT TO REMAIN
EXISTING SHELF
TO BE REMOVED
EXISTING 6X6
POSTS TO
REMAIN (TYP.)
EXISTING 2X
FRAMING AND ANY
WOOD BETWEEN
TO BE REMOVED
EXISTING 2X
PURLIN FRAMING
TO REMAIN
EXISTING 2X JOIST
TO REMAIN
EXISTING TARP
TO BE REMOVED
SHINGLES, SHEATHING, AND FRAMING TO BE REMOVED
EXISTING 6X6 TO
BE REMOVED
EXISTING 2X
BRACE TO BE
REMOVED
EXISTING 2X
FRAMING AND ANY
WOOD BETWEEN
TO BE REMOVED
EXISTING 6X6
POSTS TO
REMAIN (TYP.)
EXISTING 2X
FRAMING AND ANY
WOOD BETWEEN
TO BE REMOVED
EXISTING 2X
FRAMING AND ANY
WOOD BETWEEN
TO BE REMOVED
EXISTING 2X
FRAMING AND ANY
WOOD BETWEEN
TO BE REMOVED
EXISTING 2X
FRAMING AND ANY
WOOD BETWEEN
TO BE REMOVED
EXISTING 2X
BRACING TO
REMAIN U.O.N.
EXISTING 2X
BRACING TO
REMAIN U.O.N.
EXISTING 2X
BRACING TO
REMAIN U.O.N.
EXISTING 6X6
POSTS TO
REMAIN (TYP.)
SHINGLES AND SHEATHING TO BE REMOVED
M R
TMR
W
JC
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N G
B Y
PR
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C
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PC
A
D R
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N
B Y
D
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IG
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B
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PR
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C
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C
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-0
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A
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M
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N
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, M A
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EN
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A N
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A
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P . L
A C
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C A
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A
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N
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ST
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LA
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BA
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M O
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TA
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SH
O
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R
AN
G E
IM
PR
O
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M
EN
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Ph as e
- 5 0%
R ev ie w
1-
0.
M O
U N
TA
IN
-1
1-
1-
1.
N D
L
AK
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Ph as e
7-
Is su ed fo r B id s
-2 8-
A-
BA
LD
M
O U
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TA
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SH
O O
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TA
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D
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EC
TI
O N
SCALE:A-122
1 SHOOTING STALL DEMOLITION SECTION (TYP.)
3/4"=1'-0"
FINISH GRADE
EL. = 100'-0"
TOP OF RIDGE
EL. = 108'-6" (V.I.F.)
BOTTOM SHELF
EL. = 102'-9" (V.I.F.)
EL. = 104'-9" (V.I.F.)
D.S
A-124
NEW STALL LENGTH 74'-0"
NE
W
S
TA
LL
W
ID
TH
8'-
0" (V
.I.
F.
D.SD.S
36'-4" CENTER LINE TO CENTERLINE OF DOWN SPOUT 36'-4" CENTER LINE TO CENTERLINE OF DOWN SPOUT
A-124
NEW STALL LENGTH 110'-0" - 15 STALLS
ST
AL
L W
ID
TH
8'-
0" (V
.I.
F.
D.SD.SD.SD.S
36'-4" CENTER LINE TO CENTERLINE OF DOWN SPOUT 36'-4" CENTER LINE TO CENTERLINE OF DOWN SPOUT 36'-4" CENTER LINE TO CENTERLINE OF DOWN SPOUT
15 STALLS 10 STALLS 10 STALLS
M R
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N G
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PR
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M O
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7-
Is su ed fo r B id s
-2 8-
BA
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M O
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SH
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R
AL
L
PL
AN
S A-
SCALE:
N
OVERALL FLOOR PLAN
3/16"=1'-0"
SCALE:
N
PROPOSED OVERALL FLOOR PLAN
3/16"=1'-0"
N
PLAN
N
PLAN
B CA
SCALE:
N
LOCATION MAP
EXISTING TABLE
AND BENCH TO
REMAIN
EXISTING 6X6
WOOD POSTS
(TYP.)
(4) 2X6 P.T. WOOD
STUDS (BELOW
NEW BAFFLE)
FRAMING
NEW 2X12 P.T.
WOOD SHELF ON
2X6 P.T. FRAMING
NEW HORIZONTAL
WOOD COMPOSITE
SIDING ON SYNTHETIC
WRB ON 3/4" P.T.
SHEATHING ON 2X4 P.T.
WOOD FRAMING @ 24"
(END WALLS ONLY)
C L
2X P.T. WOOD
BAFFLE
(ABOVE)
NEW 3/4" P.T.
SHEATHING ON
2X4 P.T. FRAMING
(ENTIRE LENGTH
OF STALL - BOTH
SIDES)
NEW 2X12 P.T. WOOD
BAFFLE (BOTH
SIDES)
TYP. OF 6 @ EACH
STALL
LINE OF P.T. WOOD
BAFFLE ABOVE
NEW 6X6 P.T.
WOOD ROOF
SUPPORTS
(ABOVE
LINE OF NEW
ROOF (ABOVE)
A-1274'-
7" (V
.I.
F.
4'-
7" 4'-
7" (V
.I.
F.
ADDITIONAL
STALLS
A-127
A-127
A-128
A-128
4'- 7"
C L C L
7'-4" (V.I.F.)
1X4 P.T. WOOD TRIM
(WRAP CORNER)
(2) 2X4 P.T. WOOD STUDS
(BELOW NEW BAFFLE)
3/4" P.T. SHEATHING
EXISTING 6X6 WOOD
POSTS (TYP.)
1'- 0"
NEW 2X8 P.T. WOOD
SHELF ON 2X6 P.T.
WOOD FRAMING (TYP.
OF 3 @ EACH STALL)
7'- 8"
(V .I.
F.
ALTERNATE 2'-6"X 4'-8"
SHOOTER PROTECTION
SCREEN @ EACH STALL:
(2) 1X4 P.T. WOOD
FRAMING (ALL AROUND)
WITH MESH SCREEN
INSERTED IN BETWEEN
FRAMING - 2'-9" A.F.G.
LINE OF ROOF
(ABOVE)
NEW 3"
DOWNSPOUT
SL
O
PE
A-128
A-128
A-127
A-127
A-127
EXISTING TABLE
AND SEAT TO
REMAIN
EXISTING 6X6
WOOD POSTS
(TYP.)
(4) 2X6 P.T. WOOD
STUDS (BELOW
NEW BAFFLE)
FRAMING
NEW 2X10 P.T.
WOOD SHELF ON
2X6 P.T. FRAMING
NEW HORIZONTAL
WOOD COMPOSITE
SIDING ON SYNTHETIC
WRB ON 3/4" P.T.
SHEATHING ON 2X4 P.T.
WOOD FRAMING @ 24"
(END WALLS ONLY)
C L
2X P.T. WOOD
BAFFLE
NEW 3/4" P.T.
SHEATHING ON
2X4 P.T. FRAMING
(ENTIRE LENGTH
OF STALL - BOTH
SIDES)
NEW 2X12 P.T. WOOD
BAFFLE (BOTH SIDES)
TYP. OF 6 @ EACH
STALL
LINE OF P.T. WOOD
BAFFLE ABOVE
4'- 7"
(V .I.
F.
4'- 7"
4'- 7"
(V .I.
F.
4'- 7"
C L C L
7'-4" (V.I.F.)
(2) 2X4 P.T. WOOD STUDS
(BELOW NEW BAFFLE)
3/4" P.T. SHEATHING
EXISTING 6X6 WOOD
POSTS (TYP.)
0'- 5"
NEW 2X8 P.T. WOOD
SHELF ON 2X6 P.T.
WOOD FRAMING (TYP.
OF 3 @ EACH STALL)
7'- 8"
(V .I.
F.
LINE OF 2X4 P.T.
STUD BELOW TO
ATTACH TARP
(BOTH SIDES)
ADDITIONAL
STALLS
.40 MIL BLACK EDPM
ROOFING ON 2X4 P.T. WOOD
FRAMING @ 16" O.C. - LAP
OVER AND FASTEN TO 2X6
SHELF, 2X6 ON GRADE, AND
2X4 SUPPORTS
NEW 3"
DOWNSPOUT -
(SEE SHEET A-123
FOR LOCATIONS)
EXTEND
DOWNSPOUT 5'-0"
FROM STALL TO
NEW CONCRETE
SPLASH BLOCK
M R
TMR
W
JC
/E
N G
B Y
PR
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C
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PC
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N
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B
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R ev ie w
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M O
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TA
IN
-1
1-
1-
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Ph as e
7-
Is su ed fo r B id s
-2 8-
BA
LD
M O
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TA
IN
SH
O
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S
TA
LL
EN
LA
R
G
ED
P
LA
N S
A-
GENERAL PLAN NOTES
1 ALL WOOD TO RECEIVE A WATERPROOFING WOOD
FINISH ON ALL EXPOSED SIDES.
ALL NEW 2X WOOD ELEMENTS @ EXISTING
SCALE:A-124
1 FLOOR PLAN @ LOWER SHELF (ELEV.=102'-9")
3/4"=1'-0"
N
PLAN
SCALE:A-124
2 FLOOR PLAN @ UPPER SHELF (ELEV. = 104'-5")
3/4"=1'-0"
A-126
NEW ROOFING SYSTEM 74'-8"
NE
W
R O
O
FI
NG
S
YS
TE
M
6'- 4"
EQUAL (SLOPE 1/4"/ FOOT) EQUAL (SLOPE 1/4"/ FOOT) EQUAL (SLOPE 1/4"/ FOOT) EQUAL (SLOPE 1/4"/ FOOT)
GUTTER (L.P.) GUTTER (H.P.) GUTTER (L.P.) GUTTER (H.P.) GUTTER (L.P.)
A-126
NEW ROOFING SYSTEM 110'-8"
NE
W
R O
O
FI
NG
S
YS
TE
M
6'- 4"
EQUAL (SLOPE 1/4"/ FOOT) EQUAL (SLOPE 1/4"/ FOOT) EQUAL (SLOPE 1/4"/ FOOT) EQUAL (SLOPE 1/4"/ FOOT)EQUAL (SLOPE 1/4"/ FOOT) EQUAL (SLOPE 1/4"/ FOOT)
GUTTER (L.P.) GUTTER (H.P.) GUTTER (H.P.) GUTTER (L.P.) GUTTER (H.P.) GUTTER (L.P.)GUTTER (L.P.)
15 STALLS 10 STALLS 10 STALLS
M R
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W
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PR
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C
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B
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A
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IG
N
A N
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ST
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TI
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IV
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LA
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BA
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M O
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TA
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SH
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PR
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M
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Ph as e
- 5 0%
R ev ie w
1-
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M O
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TA
IN
-1
1-
1-
1.
N D
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Ph as e
7-
Is su ed fo r B id s
-2 8-
BA
LD
M O
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TA
IN
SH
O
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N G
S
TA
LL
O
VE
R
AL
L
R O
O F
PL
AN
A-
SCALE:
N
OVERALL ROOF PLAN (B AND C)
3/4"=1'-0"
PLAN
SCALE:
N
OVERALL ROOF PLAN (A)
3/4"=1'-0"
PLAN
B CA
SCALE:
N
LOCATION MAP
LINE OF ROOF ABOVE
2X8 P.T. WOOD STUD
EXISTING 6X6 POSTS
TO REMAIN (TYP.)
EXISTING 2X8 WOOD
JOISTS TO REMAIN
(TYP.) EACH SIDE OF POST
EXISITNG 2X8 WOOD
PURLINS
EXISTING 2X8 WOOD
STIFFENERS
NEW 6X6 P.T. WOOD
SUPPORT (SEE A-110
FOR ADDITIONAL
INFORMATION)
NEW 2X8 P.T. WOOD
JOISTS @ 24" O.C.
(BOTH SIDES OF 6X6
BRACE)
2X8 P.T. WOOD STUDS
A-128
A-128
EXISTING 2X8 WOOD
JOISTS TO REMAIN
(TYP.) EACH SIDE OF
POST
NEW 2X8 P.T. WOOD
JOISTS @ 24" O.C.
(BOTH SIDES OF 6X6
BRACE)
2X8 P.T. WOOD STUD
2'- 0"
O .C
(T
YP
PR
O
VI
DE
/2 " D
EN
IM
IN
SU
LA
TI
O N
BE
TW
EE
N
EX
IS
TI
NG
P
UR
LI
NS
7'- 0"
C L
NEW 2X8 P.T. WOOD
PURLINS @ 24" O.C.
NEW 2X8 P.T. WOOD
STIFFENERS
(ALTERNATE BETWEEN
EACH PURLIN)
SEE SHEET A-107 FOR EXTENT OF ROOF
'-4
NEW STANDING SEAM
METAL ROOF SYSTEM ON
HIGH TEMPERATURE
ROOF UNDERLAYMENT ON
3/4" P.T. PLYWOOD ON
2X P.T. PURLINS @ 24" O.C.
(METAL FLASHING AND
DRIP EDGE - ALL SIDES)
LINE OF 2X8 P.T. WOOD
STUD (BELOW)
A-128
A-128
LINE OF NEW 2X8 P.T.
WOOD STUD (BELOW)
LINE OF NEW 2X8 P.T.
WOOD STUD (BELOW)
LINE OF NEW 2X8 P.T.
WOOD PURLIN (BELOW)
LINE OF EXISTING 2X8
WOOD PURLIN (BELOW)
PRE-FINISHED METAL
DOWNSPOUTS, VERIFY
SPACING WITH ROOF PLAN
AND ROOF MANUFACTURER,
SPLASH TO GRADE AND
TERMINATE WITH PRECAST
SPLASHBLOCKS, SLOPE
TOWARDS DOWNRANGE.
PRE-FINISHED
METAL GUTTER
M R
TMR
W
JC
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B Y
PR
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C
T N
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PC
A
D R
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N
B Y
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IG
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B
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PR
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C
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C
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M
EN
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N
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EN
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A N
D B
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A
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IN
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IG
N
A N
D C
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ST
R
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TI
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IV
IS
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IS
LA
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BA
LD
M O
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TA
IN
SH
O
O
TI
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R
AN
G E
IM
PR
O
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M
EN
TS
Ph as e
- 5 0%
R ev ie w
1-
0.
M O
U N
TA
IN
-1
1-
1-
1.
N D
L
AK
E
Ph as e
7-
Is su ed fo r B id s
-2 8-
A-
BA
LD
M
O U
N
TA
IN
SH
O O
TI
N
G S
TA
LL
E N
LA
R
G
ED
FR
AM
IN
G
R
O O
F
PL
AN
SCALE:A-126
1 ENLARGED ROOF FRAMING PLAN @ TYPICAL STALL
3/4"=1'-0"
N
PLAN
SCALE:A-126
2 ENLARGED ROOF PLAN @ TYPICAL STALL
3/4"=1'-0"
N
PLAN
GENERAL PLAN NOTES
1 ALL WOOD TO RECEIVE A WATERPROOFING WOOD
FINISH ON ALL EXPOSED SIDES.
ALL NEW 2X WOOD ELEMENTS @ EXISTING
A-128
OPEN
OPEN
OPEN
OPEN
EXISTING 6X6 WOOD
POST TO REMAIN (TYP.)
EXISTING TABLE
AND BENCH
1X8 P.T. WOOD
FASCIA
2X12 P.T. WOOD
STUD BAFFLE
(BEYOND) - BOTH
SIDES OF STALL
1X4 P.T. WOOD TRIM
2X6 P.T. WOOD
SHELF )
2X6 P.T. WOOD
SHELF )
2X12 P.T. WOOD
STUD BAFFLE
(BEYOND) - BOTH
SIDES OF STALL
PREFINISHED
METAL FLASHING
AND DRIP EDGE
7'-4" (V.I.F.)
CL CL
.40 MIL BLACK EDPM
ROOFING ON 2X4 P.T. WOOD
FRAMING @ 16" O.C. - LAP
OVER AND FASTEN TO 2X6
SHELF, 2X6 ON GRADE, AND
2X4 SUPPORTS
A-128
2X6 P.T. WOOD STUD
SHELF
EXISTING 6X6 WOOD
POST TO REMAIN (TYP.)
2X12 P.T. WOOD
STUD
NEW STANDING SEAM
METAL ROOF SYSTEM ON
HIGH TEMPERATURE
ROOF UNDERLAYMENT
ON 3/4" P.T. PLYWOOD
(PREFINISHED METAL
FLASHING AND DRIP
EDGE - ALL SIDES)
OPEN
1'- 0"
1X12 P.T. WOOD
FASCIA
2X12 P.T. WOOD
STUD BAFFLE
(BEYOND)
1X4 P.T. WOOD TRIM
7'-4" (V.I.F.)
CL CL
OPEN
NEW HORIZONTAL
WOOD COMPOSITE
SIDING ON SYNTHETIC
WRB ON 3/4" P.T.
SHEATHING ON 2X4 P.T.
WOOD FRAMING @ 24"
(END WALLS ONLY)
7'- 7"
C
LE
AR
A-128
1X4 P.T. WOOD TRIM
(WRAP CORNER)
1'- 0"
DIRECTION OF FIRE
1X8 P.T. WOOD
FASCIA
NEW STANDING SEAM
METAL ROOF SYSTEM
ON HIGH TEMPERATURE
ROOF UNDERLAYMENT
ON 3/4" P.T. PLYWOOD
(PREFINISHED METAL
FLASHING AND DRIP
EDGE - ALL SIDES)
EXISTING 6X6 POSTS TO
REMAIN (TYP.)
ALTERNATE 2'-6"X 4'-8"
SHOOTER PROTECTION
SCREEN 2 EACH STALL:
(2) 1X4 P.T. WOOD
FRAMING (ALL AROUND)
WITH MESH SCREEN
INSERTED IN BETWEEN
FRAMING - 2'-9" A.F.G.
EXISTING TABLE AND
BENCH TO REMAIN
6X6 P.T. WOOD ROOF
SUPPORT
1X4 P.T. WOOD TRIM
(WRAP CORNER)
PREFINISHED
METAL FLASHING
BASE @ BOTTOM OF
SIDING
5" GUTTER
3" DOWNSOUT
CONCRETE
SPLASH BLOCK
EXTEND D.S. 5'-0" MIN.
M R
TMR
W
JC
/E
N G
B Y
PR
O
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C
T N
O
PC
A
D R
AW
N
B Y
D
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IG
N
ED
B
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PR
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C
T D
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C
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M
EN
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N
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EN
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A N
D B
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G
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ST
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H
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A
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A M
P . L
A C
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A , N
C A
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TO
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A
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TI
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A
D M
IN
IS
TR
A
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D
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IG
N
A N
D C
O N
ST
R
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TI
O
N D
IV
IS
IO
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IS
LA
N D
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E
BA
LD
M O
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TA
IN
SH
O
O
TI
N G
R
AN
G E
IM
PR
O
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M
EN
TS
Ph as e
- 5 0%
R ev ie w
1-
0.
M O
U N
TA
IN
-1
1-
1-
1.
N D
L
AK
E
Ph as e
7-
Is su ed fo r B id s
-2 8-
BA
LD
M O
U N
TA
IN
SH
O
O
TI
N G
S
TA
LL
EL
EV
AT
IO
N
S A-
SCALE:A-127
1 SHOOTING STALL ELEVATION @ END STALL
3/4" = 1'-0"
FINISH GRADE
EL. = 100'-0"
TOP OF JOIST
EL. = 108'-5"
SCALE:A-127
2 SHOOTING STALL PLAN SOUTH ELEVATION
3/4" = 1'-0"
SCALE:A-127
3 SHOOTING STALL PLAN NORTH ELEVATION
3/4" = 1'-0"
FINISH GRADE
EL. = 100'-0"
TOP OF JOIST
EL. = 107'-4" (V.I.F.)
FINISH GRADE
EL. = 100'-0"
BOTTOM SHELF
EL. = 102'-9"
TOP SHELF
EL. = 104'-5" (V.I.F.)
TOP OF JOIST
EL. = 108'-5"
7'- 7"
C
LE
AR
7'-0" 18'-4" (V.I.F.)
7'- 4"
(V .I.
F.
1/2 (V.I.F.)
12 (V.I.F.)
1/2" 12"
CL
DIRECTION OF FIRE
2X12 P.T. WOOD
FACIA
NEW STANDING SEAM
METAL ROOF SYSTEM ON
HIGH TEMPERATURE
ROOF UNDERLAYMENT
ON 3/4" P.T. PLYWOOD
(PREFINISHED METAL
FLASHING AND DRIP
EDGE - ALL SIDES)
EXISTING 6X6 POSTS TO
REMAIN (TYP.)
EXISTING TABLE AND
BENCH TO REMAIN
2X8 P.T. WOOD FASCIA
2X8 P.T. WOOD PURLINS
@ 24" O.C.
2X8 P.T. WOOD
STUD ON 2X12 P.T.
WOOD STUD
2'- 3"
3'- 8"
2'-
1/ 2"
1'- 8"
2'- 0"
2'- 6"
1'- 8"
2'- 0"
2'-
1/ 2"
1'- 8"
2'- 9"
1'- 8"
2'- 0" 2'-
0"
6X6 P.T. WOOD SUPPORT
@ EACH EXISTING 6X6
POST
42°
2X6 P.T. WOOD BRACE @
EACH NEW 6X6 POST
SUPPORT (BOTH SIDES
2X8 P.T. WOOD JOISTS
(BOTH SIDES OF 6X6
POST)
2X6 P.T. WOOD
STUD ON (2) 2X8 P.T.
WOOD STUDS
2X12 P.T. WOOD
STUD
(2) 2X6 P.T. WOOD STUDS
(BOTH SIDES OF 6X6 POST)
61°
LINE OF 2X6 P.T.
HORIZONTAL FRAMING
AND BOTTOM OF 3/4" P.T.
PLYWOOD - EACH SIDE OF
EXISTING 6X6 POST (SEE
SHEET A-106)
LINE OF (4) 2X6 P.T.
HORIZONTAL FRAMING
BETWEEN EXISTING 6X6
POST (SEE SHEET A-106)
LINE OF 2X4 P.T.
HORIZONTAL FRAMING -
EACH SIDE OF EXISTING
6X6 POST (SEE SHEET
A-106)
METAL FLASHING
AND DRIP EDGE AT
PERIMETER OF NEW
ROOFING SYSTEM
2X6 P.T. WOOD STUD
ON (3) 2X12 P.T. WOOD
STUDS - TYP. OF 3
2X6 P.T. WOOD STUD
ON (3) 2X8 P.T. WOOD
STUDS - TYP. OF 3
(3) 2X12 P.T. WOOD
STUDS (TYP. OF 3)
2X12 P.T. WOOD
BAFFLE (BEYOND)
2X12 P.T. WOOD
BAFFLE (BEYOND)
3/4" P.T. PLYWOOD 0N
2X STUD FRAMING
(BOTH SIDES OF STALL)
1'- 0"
.40 MIL BLACK EDPM
ROOFING ON 2X4 P.T. WOOD
FRAMING @ 16" O.C. - LAP
OVER AND FASTEN TO 2X6
SHELF, 2X6 ON GRADE, AND
2X4 SUPPORTS SECURE W/
CAP NAILS/STAPLES
5 1/2" THICK DENIM
INSULATION TO FILL VOIDS
BETWEEN 2X8 P.T. WOOD
PURLINS - FASTEN TO
BOTTOM OF JOISTS WITH
CHICKEN WIRE AND
LANDSCAPE FABRIC
GUTTER (BEYOND)
DOWNSOUT
(BEYOND)
CONCRETE
SPLASH BLOCK
(BEYOND)
2X4 P.T. CONT.
NAILER
A-128
NEW STANDING SEAM
METAL ROOF SYSTEM
ON HIGH TEMPERATURE
ROOF UNDERLAYMENT
ON 3/4" P.T. PLYWOOD
(PREFINISHED METAL
FLASHING AND DRIP
EDGE - ALL SIDES)
2X8 P.T. WOOD
FACIA
EXISTING 6X6 POSTS TO
REMAIN (TYP.)
2X4 P.T. WOOD
STUD
2X6 P.T. WOOD
STUD
METAL FLASHING
AND DRIP EDGE AT
PERIMETER OF NEW
ROOFING SYSTEM
(4) 2X6 P.T. WOOD
STUDS
3/4" P.T. PLYWOOD ON
2X4 P.T. WOOD STUDS
(BOTH SIDES)
2X12 P.T. WOOD
BAFFLE (BEYOND)
1'- 0"
NEW HORIZONTAL
WOOD COMPOSITE
SIDING ON SYNTHETIC
WRB ON 3/4" P.T.
SHEATHING ON 2X4 P.T.
WOOD FRAMING @ 24"
(END WALLS ONLY)
EXISTING 2X6 TO
REMAIN
2X12 P.T. WOOD
BAFFLE
(4) 2X6 P.T. WOOD
STUDS
2X12 P.T. WOOD
BAFFLE (BEYOND)
2X6 P.T. WOOD BAFFLE
5 1/2" THICK DENIM
INSULATION TO FILL VOIDS
BETWEEN 2X8 P.T. WOOD
PURLINS - FASTEN TO
BOTTOM OF JOISTS WITH
CHICKEN WIRE AND
LANDSCAPE FABRIC
M R
TMR
W
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M O
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Ph as e
7-
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BA
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C
TI
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S A-
SCALE:A-128
1 SHOOTING STALL SECTION
3/4" = 1'-0"
FINISH GRADE
EL. = 100'-0"
TOP OF JOIST
EL. = 108'-5"
BOTTOM SHELF
EL. = 102'-9"
TOP SHELF
EL. = 104'-5"
SCALE:A-110
2 SHOOTING STALL SECTION
3/4" = 1'-0"
FINISH GRADE
EL. = 100'-0"
TOP OF JOIST
EL. = VARIES
BOTTOM SHELF
EL. = VARIES
TOP SHELF
EL. = VARIES
SCALE:A-128
2 SHOOTING STALL SECTION
3/4" = 1'-0"
M R
TMR
W
JC
/E
N G
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PR
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C
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N
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7-
Is su ed fo r B id s
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IS
LA
N D
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SH
O O
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P
ER
SP
EC
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S (F
O R
R
EF
ER
EN
C E
O N
LY
A-
SCALE:A-129
1 TYPICAL SHOOTING STALL @ END CONDITION
N.T.S.
SCALE:A-129
2 TYPICAL SHOOTING STALL (SHOOTING POSITION)
N.T.S.
SCALE:A-129
3 TYPICAL SHOOTING STALL (BACK)
N.T.S.
NOTE:
1 SHOWN FOR DESIGN INTENT
ONLY.
REMOVE EXISTING
SLIDING WINDOW SYSTEM
EXISTING WALLS
REMOVE EXISTING WOOD
BURNING STOVE(S)
& FLUE STACK (SEE MECH.)
REMOVE EXISTING SLIDING DOOR
AND TRACK
REMOVE EXISTING CEILING PANELS
REMOVE PORTION OF EXISTING
WALL AS INDICATED
12"12"
EXISTING CONCRETE SLAB TO REMAIN
REMOVE 4" OF WALL
BELOW SILL
'-1
0" (V
.I.
F.
50'-10" (V.I.F.)
REMOVE EXISTING 2'-6"W
X 5'-0"H WINDOW(S)
REMOVE EXISTING 2'-6"W
X 5'-0"H WINDOW(S)
REMOVE EXISTING 2'-6"W
X 5'-0"H WINDOW(S)
REMOVE EXISTING FLUE STACK
AND FLASHING (SEE MECH.)
EXISTING RIDGE
LINE AND
STANDING
METAL ROOF
SYSTEM TO
REMAIN
EX
IS
TI
N
G
:1
SL
O
PE
(V
.I.
F.
EX
IS
TI
N G
:1
SL
O
PE
(V .I.
F.
M R
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W
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C
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R ev ie w
1-
0.
M O
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TA
IN
-1
1-
1-
1.
N D
L
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Ph as e
7-
Is su ed fo r B id s
-2 8-
BA
LD
M O
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TA
IN
5-
ST
AN
D
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O
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TI
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PL
AN
S
(B
AS
E
BI
D
A-
SCALE:
N
DEMOLITION FLOOR PLAN
1/2"=1'-0"
SCALE:
N
DEMOLITION ROOF PLAN
1/2"=1'-0"
PLAN
PLAN
SCALE…
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