Roscommon Wildlife Barn - CDs.pdf
PDF 3 MB Posted
- Solicitation number
- RFQ-171-250000000603-2
- Issued by
- Ottawa County, Michigan
About this file
These architectural design documents are for the Roscommon CSC Wildlife Barn Rehabilitation project, prepared by DS Architects for the State of Michigan Department of Technology, Management and Budget (DTMB) State Facilities Administration Design and Construction Division. The project involves a comprehensive rehabilitation of a wildlife barn located in Roscommon, Michigan, with design plans dated June 12, 2025 at the 90% completion stage, owner review on July 23, 2025, and issued for bid on July 30, 2025. The design set includes detailed plans such as demolition, footing, slab, floor plans, south elevation, building section, and technical construction details.
The architectural plans specify precise technical requirements for concrete work, including compaction standards, concrete mix specifications, and reinforcement details. Concrete specifications include ultimate compressive strength requirements (4,000-4,500 PSI), cement content (550-560 pounds per cubic yard), water/cement ratios (0.45-0.48), and reinforcement using deformed steel bars conforming to ASTM standards. The project emphasizes rigorous subgrade preparation, with compaction tests recommended at specific intervals and depths, and full-time inspection suggested during sand and fill placement. The building appears to be a utilitarian structure with a gabled roof, likely designed for wildlife management or conservation purposes.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
C O
VE
R
S H
EE
T
G -1
R ev ie w D
AT
E
R ev ie w
D
AT
E R ev ie w D
AT
E
R ev ie w
D
AT
E R ev ie w D
AT
E
R ev ie w
D
AT
E R ev ie w D
AT
E
R ev ie w
D
AT
E R ev ie w D
AT
E
R ev ie w
D
AT
E R ev ie w D
AT
E
R ev ie w
D
AT
E R ev ie w D
AT
E
R ev ie w
D
AT
E R ev ie w D
AT
E
KJ
M
JC
/E
N G
B Y
PR
O
JE
C
T N
O
IN
D
EX
PC
A
D R
AW
N
B Y
D
ES
IG
N
ED
B
Y
D
EP
A
RT
M
EN
T O
F
TE
CH
N
O
LO
G Y
, M A
N A
G
EM
EN
T
A N
D B
U D
G
ET
ST
A
TE
O
F M
IC
H
IG
A
N
A D
A M
P . L
A C
H , R
A , N
C A
R B
, D
IR
EC
TO
R
ST
A
TE
F
A
CI
LI
TI
ES
A
D M
IN
IS
TR
A
TI
O
N D
ES
IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
PR
O
JE
C
T D
ES
C
R
IP
TI
O
N
R O
SC
O
M M
O N
C
SC
W
IL
D
LI
FE
BA
R N
R
EH
AB
D
JS
1/
3.
D
PL
CLARKSTON, MI
7300 DIXIE HWY.
PHONE
FAX
PHONE
248.605.2030 248.605.2030
48346 #600
WEB DSARCHITECTS.COM
AR
C
H
IT
EC
TS
ROSCOMMON CSC WILDLIFE BARN REHAB
751/24073.DPL
TITLESHEET
NO.
COVER SHEETG-101
A-103 SLAB PLAN
Architect
CLARKSTON, MI
7300 DIXIE HWY.
PHONE
FAX
PHONE
248.605.2030 248.605.2030
48346 #600
WEB DSARCHITECTS.COMWEB DSARCHITECTS.COM
Alternates
NONE.
DEMOLITION PLANA-101
FOOTING PLANA-102
Owner RepresentativeOwner
PH
AS
E
- 9
0% 6/
/2
A-201 SOUTH ELEVATION
A-301 BUILDING SECTION
A-501 DETAILS
A-104 FLOOR PLAN
O W
N
ER
R
EV
IE
W
7/
/2
IS
SU
ED
F
O R
B
ID
7/
/2
AutoCAD SHX Text P
AutoCAD SHX Text L
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text B
AutoCAD SHX Text U
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text U
AutoCAD SHX Text N
AutoCAD SHX Text U
AutoCAD SHX Text M
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text R
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text M
AutoCAD SHX Text S
AutoCAD SHX Text P
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text I
AutoCAD SHX Text Q
AutoCAD SHX Text U
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text P
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text S
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text
ROSCOMMON, MI 48653
AutoCAD SHX Text
%%UFACILITY MAP
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
%%UDRAWING INDEX
AutoCAD SHX Text
ROSCOMMON RD.
AutoCAD SHX Text
SITE
AutoCAD SHX Text
8717 N. ROSCOMMON RD.
AutoCAD SHX Text
%%UFACILITY MAP
AutoCAD SHX Text L
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text S
AutoCAD SHX Text D
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text C
AutoCAD SHX Text H
AutoCAD SHX Text I
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text T
AutoCAD SHX Text
DEREK J
AutoCAD SHX Text
SLUPKA
AutoCAD SHX Text
ARCHITECT
AutoCAD SHX Text
NO.
AutoCAD SHX Text 1301037472
AutoCAD SHX Text
ROBINSON LAKE RD.
D
EM
O
LI
TI
O
N P
LA
N
R ev ie w
D
AT
E R ev ie w D
AT
E
R ev ie w
D
AT
E R ev ie w D
AT
E
R ev ie w
D
AT
E R ev ie w D
AT
E
R ev ie w
D
AT
E R ev ie w D
AT
E
R ev ie w
D
AT
E R ev ie w D
AT
E
R ev ie w
D
AT
E R ev ie w D
AT
E
R ev ie w
D
AT
E R ev ie w D
AT
E
R ev ie w
D
AT
E
KJ
M
JC
/E
N G
B Y
PR
O
JE
C
T N
O
IN
D
EX
PC
A
D R
AW
N
B Y
D
ES
IG
N
ED
B
Y
D
EP
A
RT
M
EN
T O
F
TE
CH
N
O
LO
G Y
, M A
N A
G
EM
EN
T
A N
D B
U D
G
ET
ST
A
TE
O
F M
IC
H
IG
A
N
A D
A M
P . L
A C
H , R
A , N
C A
R B
, D
IR
EC
TO
R
ST
A
TE
F
A
CI
LI
TI
ES
A
D M
IN
IS
TR
A
TI
O
N D
ES
IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
PR
O
JE
C
T D
ES
C
R
IP
TI
O
N
D
JS
CLARKSTON, MI
7300 DIXIE HWY.
PHONE
FAX
PHONE
248.605.2030 248.605.2030
48346 #600
WEB DSARCHITECTS.COM
AR
C
H
IT
EC
TS
A-
R
O
SC
O M
M O
N C
SC
W
IL
D
LI
FE
BA
R
N R
EH
AB
1/
3.
D
PL
PH
AS
E
- 9
0% 6/
/2
THE SUBGRADE SHOULD BE COMPACTED AT GRADE TO 95.0
PERCENT OF ITS MAXIMUM DENSITY, AS DETERMINED BY
ASTM D 1557 OR ASTM D 4253, PRIOR TO PLACEMENT OF
FILL OR POURING CONCRETE. COMPACTION TESTS ARE
RECOMMENDED TO VERIFY THE LEVEL OF COMPACTION.
COMPACTION INSIDE THE EXISTING BUILDING MAY BE
COMPLETED WITH A PLATE COMPACTOR IF NECESSARY.
EXTERIOR SUBGRADE MAY BE COMPACTED USING A
VIBRATORY ROLLER.
O W
N
ER
R
EV
IE
W
7/
/2
IS
SU
ED
F
O R
B
ID
7/
/2
AutoCAD SHX Text
%%UDEMOLITION PLAN
AutoCAD SHX Text 3/16" = 1'-0"
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
REMOVE AND DISPOSE OF 3'-0" X 7'-0" MAN DOOR
AutoCAD SHX Text
EXISTING ELECTRICAL PANEL TO REMAIN
AutoCAD SHX Text
EXISTING CROSS BRACING TO REMAIN
AutoCAD SHX Text
EXISTING CROSS BRACING TO REMAIN
AutoCAD SHX Text
EXISTING CROSS BRACING TO REMAIN
AutoCAD SHX Text
EXISTING CROSS BRACING TO REMAIN
AutoCAD SHX Text
EXISTING 8X8 COLUMN TO REMAIN, TYP.
AutoCAD SHX Text
EXISTING CROSS BRACING TO REMAIN
AutoCAD SHX Text
EXISTING CROSS BRACING TO REMAIN
AutoCAD SHX Text
EXISTING 4X4 COLUMN TO REMAIN, TYP.
AutoCAD SHX Text
REMOVE AND DISPOSE OF CONCRETE SLAB APRON
AutoCAD SHX Text
REMOVE AND DISPOSE OF CONCRETE SLAB APRON
AutoCAD SHX Text
REMOVE AND DISPOSE OF CONCRETE SLAB APRON
AutoCAD SHX Text
REMOVE AND DISPOSE OF CONCRETE SLAB APRON
AutoCAD SHX Text
REMOVE AND DISPOSE OF CONCRETE SLAB APRON
AutoCAD SHX Text REMOVE DIRT AND GRAVEL BASE IN BUILDING DOWN TO SUBGRADE AND COMPACT SUBGRADE TO 95% OF MAXIMUM DENSITY, REFER TO SUBGRADE PREPARATION ABOVE
AutoCAD SHX Text
EXISTING 2X4 LACERS AND METAL SIDING TO REMAIN, TYP.
AutoCAD SHX Text
EXISTING 2X4 LACERS AND METAL SIDING TO REMAIN, TYP.
AutoCAD SHX Text P
AutoCAD SHX Text L
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text B
AutoCAD SHX Text U
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text U
AutoCAD SHX Text N
AutoCAD SHX Text U
AutoCAD SHX Text M
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text R
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text M
AutoCAD SHX Text S
AutoCAD SHX Text P
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text I
AutoCAD SHX Text Q
AutoCAD SHX Text U
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text P
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text S
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text L
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text S
AutoCAD SHX Text D
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text C
AutoCAD SHX Text H
AutoCAD SHX Text I
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text T
AutoCAD SHX Text
DEREK J
AutoCAD SHX Text
SLUPKA
AutoCAD SHX Text
ARCHITECT
AutoCAD SHX Text
NO.
AutoCAD SHX Text 1301037472
AutoCAD SHX Text REMOVE AND DISPOSE OF 14'-0" X 14'-0" OVERHEAD DOOR AND TRACK, SALVAGE EXISTING 1/2 HP ELECTRIC OPERATOR AND CONTROL FOR REUSE
AutoCAD SHX Text
REMOVE AND DISPOSE OF 3'-0" X 7'-0" MAN DOOR
AutoCAD SHX Text
REMOVE AND DISPOSE OF 3'-0" X 7'-0" MAN DOOR
AutoCAD SHX Text REMOVE AND DISPOSE OF 14'-0" X 14'-0" OVERHEAD DOOR AND TRACK, SALVAGE EXISTING 1/2 HP ELECTRIC OPERATOR AND CONTROL FOR REUSE
AutoCAD SHX Text REMOVE AND DISPOSE OF 14'-0" X 14'-0" OVERHEAD DOOR AND TRACK, SALVAGE EXISTING 1/2 HP ELECTRIC OPERATOR AND CONTROL FOR REUSE
AutoCAD SHX Text
REMOVE AND DISPOSE OF MANUAL 14'-0" X 14'-0" OVERHEAD DOOR AND TRACK
AutoCAD SHX Text
%%USUBGRADE PREPARATION
REMOVE AND DISPOSE OF 14'-0" X 14'-0" OVERHEAD DOOR AND TRACK, SALVAGE EXISTING 1/2 HP ELECTRIC OPERATOR AND CONTROL FOR REUSE
FO
TI
N
G P
LA
N
R ev ie w
D
AT
E R ev ie w D
AT
E
R ev ie w
D
AT
E R ev ie w D
AT
E
R ev ie w
D
AT
E R ev ie w D
AT
E
R ev ie w
D
AT
E R ev ie w D
AT
E
R ev ie w
D
AT
E R ev ie w D
AT
E
R ev ie w
D
AT
E R ev ie w D
AT
E
R ev ie w
D
AT
E R ev ie w D
AT
E
R ev ie w
D
AT
E
KJ
M
JC
/E
N G
B Y
PR
O
JE
C
T N
O
IN
D
EX
PC
A
D R
AW
N
B Y
D
ES
IG
N
ED
B
Y
D
EP
A
RT
M
EN
T O
F
TE
CH
N
O
LO
G Y
, M A
N A
G
EM
EN
T
A N
D B
U D
G
ET
ST
A
TE
O
F M
IC
H
IG
A
N
A D
A M
P . L
A C
H , R
A , N
C A
R B
, D
IR
EC
TO
R
ST
A
TE
F
A
CI
LI
TI
ES
A
D M
IN
IS
TR
A
TI
O
N D
ES
IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
PR
O
JE
C
T D
ES
C
R
IP
TI
O
N
D
JS
CLARKSTON, MI
7300 DIXIE HWY.
PHONE
FAX
PHONE
248.605.2030 248.605.2030
48346 #600
WEB DSARCHITECTS.COM
AR
C
H
IT
EC
TS
A-
R
O
SC
O M
M O
N C
SC
W
IL
D
LI
FE
BA
R
N R
EH
AB
1/
3.
D
PL
PH
AS
E
- 9
0% 6/
/2
FOR TURN DOWN SLAB FOOTING
ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS:
NOT LESS THAN 4,500 PSI.
CEMENT CONTENT:
NOT LESS THAN 560 POUNDS PER CUBIC YARD
WATER / CEMENT RATIO:
NOT MORE THAN 0.45
REINFORCEMENT SHALL BE DEFORMED STEEL BARS CONFORMING TO ASTM A615 OR A996,
GRADE 60.
SLUMP:
NOT MORE THAN 4 INCHES
MODULUS OF RUPTURE AT 28 DAYS:
NOT LESS THAN 575 PSI
COMPACTION TESTS (ASTM D 6938) ARE RECOMMENDED TO CONFIRM THAT SAND
AND FILL IN THE CONSTRUCTION AREAS ARE COMPACTED TO THE SPECIFIED
DENSITY. WHILE FILL IS BEING PLACED, COMPACTION TESTS SHOULD BE
PERFORMED AT A RATE OF ONE TEST PER 400 CUBIC YARDS OF FILL AND
THROUGHOUT THE DEPTH OF THE FILL WITH A MINIMUM OF FIVE TESTS AT EACH
1.0-FOOT ELEVATION INTERVAL FULL TIME INSPECTION IS RECOMMENDED WHILE
SAND AND FILL ARE COMPACTED IN THE BUILDING AREA. THE RECOMMENDED
TESTING FREQUENCY IN THE FLOOR SUBGRADE IS ONE TEST PER 2,500 SQUARE
FEET. TESTS SHOULD ALSO BE PERFORMED IN THE BACKFILL OVER FOUNDATIONS
AND UTILITIES. THE MAXIMUM DENSITY SHOULD BE DETERMINED IN ACCORDANCE
WITH ASTM D 1557 OR ASTM D 4253 PROCEDURES.
O W
N
ER
R
EV
IE
W
7/
/2
IS
SU
ED
F
O R
B
ID
7/
/2
AutoCAD SHX Text
%%UFOOTING PLAN
AutoCAD SHX Text 3/16" = 1'-0"
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
AFFECTED FOOTING HAS SUNK APPROXIMATELY 1 1/4"
AutoCAD SHX Text PROVIDE NEW HELICAL PIER SYSTEM TO ADJUST EXISTING FOOTING BACK TO PROPER HEIGHT AND SUPPORT THE FOOTING FROM SINKING FARTHER, TEMPORARY SHORE EXISTING STRUCTURE AS REQUIRED, EACH HELICAL PIER MUST BE INSTALLED TO SUPPORT 3,000 PSI CAPACITY
AutoCAD SHX Text
AutoCAD SHX Text A-301
AutoCAD SHX Text
AutoCAD SHX Text A-501
AutoCAD SHX Text
%%USTRUCTURE INFO.
AutoCAD SHX Text
'S-1' - MODERATE-HAZARD STORAGE
AutoCAD SHX Text
5B - CONSTRUCTION TYPE
AutoCAD SHX Text P
AutoCAD SHX Text L
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text B
AutoCAD SHX Text U
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text U
AutoCAD SHX Text N
AutoCAD SHX Text U
AutoCAD SHX Text M
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text R
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text M
AutoCAD SHX Text S
AutoCAD SHX Text P
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text I
AutoCAD SHX Text Q
AutoCAD SHX Text U
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text P
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text S
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text L
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text S
AutoCAD SHX Text D
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text C
AutoCAD SHX Text H
AutoCAD SHX Text I
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text T
AutoCAD SHX Text
DEREK J
AutoCAD SHX Text
SLUPKA
AutoCAD SHX Text
ARCHITECT
AutoCAD SHX Text
NO.
AutoCAD SHX Text 1301037472
AutoCAD SHX Text
AutoCAD SHX Text A-501
AutoCAD SHX Text
%%UCONCRETE MIXES
AutoCAD SHX Text
%%UREINFORCING
AutoCAD SHX Text PROVIDE NEW 6" CONCRETE SLAB APRON WITH (1) #5 BAR BOTH TOP AND BOTTOM WITH 3" MIN. COVERAGE. PROVIDE NEW 6" X 6" X W2.9 WWF IN SLAB PORTION OF DESIGN. REFER TO DETAIL NO. 1 ON SHEET A-501.
AutoCAD SHX Text
EXISTING 6X6 PRESSURE TREATED COLUMNS TO REMAIN, TYP.
AutoCAD SHX Text
EXISTING CONCRETE FOOTING FOR 6X6 COLUMNS TO REMAIN, TYP.
AutoCAD SHX Text
TOP OF TURN DOWN SLAB FOOTING - 100'-0" A.F.F., TYP.
AutoCAD SHX Text
BOTTOM OF TURN DOWN SLAB FOOTING - 98'-6" A.F.F., TYP.
AutoCAD SHX Text PROVIDE NEW 1/2" EXPANSION MATERIAL BETWEEN TURN DOWN FOOTING AND CONCRETE APRON FOOTING, TYP.
AutoCAD SHX Text
NEW 6" COMPACTED MDOT CLASS II SAND UNDER SLAB ON GRADE, TYP.
AutoCAD SHX Text
PROVIDE NEW 1/2" EXPANSION MATERIAL AROUND COLUMNS, TYP.
AutoCAD SHX Text
PROVIDE NEW 1/2" EXPANSION MATERIAL AROUND COLUMNS, TYP.
AutoCAD SHX Text
PROVIDE NEW 1/2" EXPANSION MATERIAL AROUND COLUMNS, TYP.
AutoCAD SHX Text
PROVIDE NEW 1/2" EXPANSION MATERIAL AROUND COLUMNS, TYP.
AutoCAD SHX Text
COMPACTION AND CONCRETE QUAILITY CONTROL
AutoCAD SHX Text
TOP OF CONC. APRON - 100'-0" A.F.F., TYP.
AutoCAD SHX Text
BOTTOM OF CONC. APRON - 98'-8" A.F.F., TYP. FOOTING
AutoCAD SHX Text
TOP OF CONC. APRON - 99'-8" A.F.F., TYP.
AutoCAD SHX Text
BOTTOM OF CONC. APRON - 98'-4" A.F.F., TYP. FOOTING
AutoCAD SHX Text PROVIDE NEW 1/2" EXPANSION MATERIAL BETWEEN TURN DOWN FOOTING AND APRON FOOTING, TYP.
AutoCAD SHX Text PROVIDE NEW 1/2" EXPANSION MATERIAL BETWEEN TURN DOWN FOOTING AND APRON FOOTING, TYP.
AutoCAD SHX Text PROVIDE NEW 1/2" EXPANSION MATERIAL BETWEEN TURN DOWN FOOTING AND APRON FOOTING, TYP.
AutoCAD SHX Text PROVIDE NEW 1/2" EXPANSION MATERIAL BETWEEN TURN DOWN FOOTING AND APRON FOOTING, TYP.
AutoCAD SHX Text PROVIDE NEW 1/2" EXPANSION MATERIAL BETWEEN TURN DOWN FOOTING AND APRON FOOTING, TYP.
AutoCAD SHX Text PROVIDE NEW 1'-6" X 1'-6" CONTINUOUS SLAB TURN DOWN FOOTING WITH (2) #5 BARS BOTH TOP AND BOTTOM AND (1) 1'-0" X 2'-0" BENT #5 BAR AT 3'-0" O.C. WITH 3" MIN. COVERAGE
AutoCAD SHX Text PROVIDE NEW 1'-6" X 1'-6" CONTINUOUS SLAB TURN DOWN FOOTING WITH (2) #5 BARS BOTH TOP AND BOTTOM AND (1) 1'-0" X 2'-0" BENT #5 BAR AT 3'-0" O.C. WITH 3" MIN. COVERAGE
AutoCAD SHX Text PROVIDE NEW 1'-6" X 1'-6" CONTINUOUS SLAB TURN DOWN FOOTING WITH (2) #5 BARS BOTH TOP AND BOTTOM AND (1) 1'-0" X 2'-0" BENT #5 BAR AT 3'-0" O.C. WITH 3" MIN. COVERAGE
AutoCAD SHX Text
NEW 30" COMPACTED MDOT CLASS II SAND UNDER CONCRETE SLAB APRON, TYP.
AutoCAD SHX Text
NEW 30" COMPACTED MDOT CLASS II SAND UNDER CONCRETE SLAB APRON, TYP.
AutoCAD SHX Text
NEW 30" COMPACTED MDOT CLASS II SAND UNDER CONCRETE SLAB APRON, TYP.
AutoCAD SHX Text
NEW 30" COMPACTED MDOT CLASS II SAND UNDER CONCRETE SLAB APRON, TYP.
AutoCAD SHX Text
NEW 30" COMPACTED MDOT CLASS II SAND UNDER CONCRETE SLAB APRON, TYP.
AutoCAD SHX Text PROVIDE NEW 4" DIA. SLOTTED PLASTIC PIPE WRAPPED IN FILTER FABRIC. PROVIDE NEW PEA GRAVEL BACKFILL 6" CIRCUMFERENCE AROUND PIPE, TYP. INVERT OF PIPE TO BE 2'-6" BELOW GRADE.
AutoCAD SHX Text
PROVIDE APPROX. 700'-0" SOLID PLASTIC PIPE TO DRAIN TO DAYLIGHT
AutoCAD SHX Text PROVIDE NEW 6" CONCRETE SLAB APRON WITH (1) #5 BAR BOTH TOP AND BOTTOM WITH 3" MIN. COVERAGE. PROVIDE NEW 6" X 6" X W2.9 WWF IN SLAB PORTION OF DESIGN. REFER TO DETAIL NO. 1 ON SHEET A-501.
AutoCAD SHX Text PROVIDE NEW 6" CONCRETE SLAB APRON WITH (1) #5 BAR BOTH TOP AND BOTTOM WITH 3" MIN. COVERAGE. PROVIDE NEW 6" X 6" X W2.9 WWF IN SLAB PORTION OF DESIGN. REFER TO DETAIL NO. 1 ON SHEET A-501.
AutoCAD SHX Text PROVIDE NEW 6" CONCRETE SLAB APRON WITH (1) #5 BAR BOTH TOP AND BOTTOM WITH 3" MIN. COVERAGE. PROVIDE NEW 6" X 6" X W2.9 WWF IN SLAB PORTION OF DESIGN. REFER TO DETAIL NO. 1 ON SHEET A-501.
PROVIDE NEW 6" CONCRETE SLAB APRON WITH (1) #5 BAR BOTH TOP AND BOTTOM WITH 3" MIN. COVERAGE. PROVIDE NEW 6" X 6" X W2.9 WWF IN SLAB PORTION OF DESIGN. REFER TO DETAIL NO. 1 ON SHEET A-501.
SL
AB
P
LA
N R ev ie w D
AT
E
R ev ie w
D
AT
E R ev ie w D
AT
E
R ev ie w
D
AT
E R ev ie w D
AT
E
R ev ie w
D
AT
E R ev ie w D
AT
E
R ev ie w
D
AT
E R ev ie w D
AT
E
R ev ie w
D
AT
E R ev ie w D
AT
E
R ev ie w
D
AT
E R ev ie w D
AT
E
R ev ie w
D
AT
E R ev ie w D
AT
E
KJ
M
JC
/E
N G
B Y
PR
O
JE
C
T N
O
IN
D
EX
PC
A
D R
AW
N
B Y
D
ES
IG
N
ED
B
Y
D
EP
A
RT
M
EN
T O
F
TE
CH
N
O
LO
G Y
, M A
N A
G
EM
EN
T
A N
D B
U D
G
ET
ST
A
TE
O
F M
IC
H
IG
A
N
A D
A M
P . L
A C
H , R
A , N
C A
R B
, D
IR
EC
TO
R
ST
A
TE
F
A
CI
LI
TI
ES
A
D M
IN
IS
TR
A
TI
O
N D
ES
IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
PR
O
JE
C
T D
ES
C
R
IP
TI
O
N
D
JS
CLARKSTON, MI
7300 DIXIE HWY.
PHONE
FAX
PHONE
248.605.2030 248.605.2030
48346 #600
WEB DSARCHITECTS.COM
AR
C
H
IT
EC
TS
A-
R
O
SC
O M
M O
N C
SC
W
IL
D
LI
FE
BA
R
N R
EH
AB
1/
3.
D
PL
PH
AS
E
- 9
0% 6/
/2
FOR SLAB ON GRADE (TYPE FS)
ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS:
NOT LESS THAN 4,000 PSI.
CEMENT CONTENT:
NOT LESS THAN 550 POUNDS PER CUBIC YARD
WATER / CEMENT RATIO:
NOT MORE THAN 0.48
REINFORCEMENT SHALL BE DEFORMED STEEL BARS CONFORMING TO ASTM A615 OR A996,
GRADE 60.
SLUMP:
NOT MORE THAN 4 INCHES
MODULUS OF RUPTURE AT 28 DAYS:
NOT LESS THAN 550 PSI
O W
N
ER
R
EV
IE
W
7/
/2
IS
SU
ED
F
O R
B
ID
7/
/2
AutoCAD SHX Text
%%USLAB PLAN
AutoCAD SHX Text 3/16" = 1'-0"
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
AutoCAD SHX Text A-301
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
AutoCAD SHX Text A-501
AutoCAD SHX Text P
AutoCAD SHX Text L
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text B
AutoCAD SHX Text U
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text U
AutoCAD SHX Text N
AutoCAD SHX Text U
AutoCAD SHX Text M
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text R
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text M
AutoCAD SHX Text S
AutoCAD SHX Text P
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text I
AutoCAD SHX Text Q
AutoCAD SHX Text U
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text P
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text S
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text L
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text S
AutoCAD SHX Text D
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text C
AutoCAD SHX Text H
AutoCAD SHX Text I
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text T
AutoCAD SHX Text
DEREK J
AutoCAD SHX Text
SLUPKA
AutoCAD SHX Text
ARCHITECT
AutoCAD SHX Text
NO.
AutoCAD SHX Text 1301037472
AutoCAD SHX Text
AutoCAD SHX Text A-501
AutoCAD SHX Text
%%USTRUCTURE INFO.
AutoCAD SHX Text
'S-1' - MODERATE-HAZARD STORAGE
AutoCAD SHX Text
5B - CONSTRUCTION TYPE
AutoCAD SHX Text
%%UCONCRETE MIXES
AutoCAD SHX Text
%%UREINFORCING
AutoCAD SHX Text
AutoCAD SHX Text A-501
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
NEW CONTROL JOINTS, TYP.
AutoCAD SHX Text NEW 6" CONCRETE SLAB WITH 6" X 6" X W2.9 WWF OVER 6" MDOT CLASS II COMPACTED SAND AND 4" ABOVE SURROUNDING EXISTING GRADE
AutoCAD SHX Text
NEW 6" CONCRETE APRON WITH 6" X 6" X W2.9 WWF, TYP.
AutoCAD SHX Text
TOP OF CONC. APRON - 100'-0" A.F.F., TYP.
AutoCAD SHX Text
TOP OF CONC. APRON - 99'-8" A.F.F., TYP.
AutoCAD SHX Text
TOP OF TURN DOWN SLAB FOOTING - 100'-0" A.F.F., TYP.
AutoCAD SHX Text
BOTTOM OF TURN DOWN SLAB FOOTING - 98'-6" A.F.F., TYP.
AutoCAD SHX Text
TOP OF SLAB - 100'-0" A.F.F., TYP.
AutoCAD SHX Text
TOP OF EXISTING SURROUNDING GRADE - 99'-8" A.F.F., TYP.
AutoCAD SHX Text
NEW 6" CONCRETE APRON WITH 6" X 6" X W2.9 WWF, TYP.
AutoCAD SHX Text
NEW 6" CONCRETE APRON WITH 6" X 6" X W2.9 WWF, TYP.
NEW 6" CONCRETE APRON WITH 6" X 6" X W2.9 WWF, TYP.
FL
O R
P
LA
N R ev ie w D
AT
E
R ev ie w
D
AT
E R ev ie w D
AT
E
R ev ie w
D
AT
E R ev ie w D
AT
E
R ev ie w
D
AT
E R ev ie w D
AT
E
R ev ie w
D
AT
E R ev ie w D
AT
E
R ev ie w
D
AT
E R ev ie w D
AT
E
R ev ie w
D
AT
E R ev ie w D
AT
E
R ev ie w
D
AT
E R ev ie w D
AT
E
KJ
M
JC
/E
N G
B Y
PR
O
JE
C
T N
O
IN
D
EX
PC
A
D R
AW
N
B Y
D
ES
IG
N
ED
B
Y
D
EP
A
RT
M
EN
T O
F
TE
CH
N
O
LO
G Y
, M A
N A
G
EM
EN
T
A N
D B
U D
G
ET
ST
A
TE
O
F M
IC
H
IG
A
N
A D
A M
P . L
A C
H , R
A , N
C A
R B
, D
IR
EC
TO
R
ST
A
TE
F
A
CI
LI
TI
ES
A
D M
IN
IS
TR
A
TI
O
N D
ES
IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
PR
O
JE
C
T D
ES
C
R
IP
TI
O
N
D
JS
CLARKSTON, MI
7300 DIXIE HWY.
PHONE
FAX
PHONE
248.605.2030 248.605.2030
48346 #600
WEB DSARCHITECTS.COM
AR
C
H
IT
EC
TS
A-
R
O
SC
O M
M O
N C
SC
W
IL
D
LI
FE
BA
R
N R
EH
AB
1/
3.
D
PL
PH
AS
E
- 9
0% 6/
/2
O W
N
ER
R
EV
IE
W
7/
/2
IS
SU
ED
F
O R
B
ID
7/
/2
AutoCAD SHX Text
%%UFLOOR PLAN
AutoCAD SHX Text 3/16" = 1'-0"
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
NEW 3'-0"X 7'-0" MAN DOOR TO MATCH DEMOLISHED DOOR AND FRAME
AutoCAD SHX Text PROVIDE NEW METAL FASCIA CLADDING TO MATCH EXISTING AS RESULT OF WIND DAMAGE (REFER TO ELEVATION ON SHEET A-201)
AutoCAD SHX Text
AutoCAD SHX Text A-301
AutoCAD SHX Text
EXISTING ELECTRICAL PANEL TO REMAIN
AutoCAD SHX Text
EXISTING CROSS BRACING TO REMAIN
AutoCAD SHX Text
EXISTING CROSS BRACING TO REMAIN
AutoCAD SHX Text
EXISTING CROSS BRACING TO REMAIN
AutoCAD SHX Text
EXISTING CROSS BRACING TO REMAIN
AutoCAD SHX Text
EXISTING 8X8 COLUMN TO REMAIN, TYP.
AutoCAD SHX Text
EXISTING CROSS BRACING TO REMAIN
AutoCAD SHX Text
EXISTING CROSS BRACING TO REMAIN
AutoCAD SHX Text
EXISTING 2X4 LACERS AND METAL SIDING TO REMAIN, TYP.
AutoCAD SHX Text
EXISTING 2X4 LACERS AND METAL SIDING TO REMAIN, TYP.
AutoCAD SHX Text
PROPERLY FASTEN EXISTING DRIP EDGE AS NEEDED, TYP.
AutoCAD SHX Text P
AutoCAD SHX Text L
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text B
AutoCAD SHX Text U
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text U
AutoCAD SHX Text N
AutoCAD SHX Text U
AutoCAD SHX Text M
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text R
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text M
AutoCAD SHX Text S
AutoCAD SHX Text P
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text I
AutoCAD SHX Text Q
AutoCAD SHX Text U
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text P
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text S
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text L
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text S
AutoCAD SHX Text D
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text C
AutoCAD SHX Text H
AutoCAD SHX Text I
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text T
AutoCAD SHX Text
DEREK J
AutoCAD SHX Text
SLUPKA
AutoCAD SHX Text
ARCHITECT
AutoCAD SHX Text
NO.
AutoCAD SHX Text 1301037472
AutoCAD SHX Text
NEW 14'-0"X 14'-0" OVERHEAD DOOR AND TRACK TO MATCH PREVIOUS DOOR
AutoCAD SHX Text
NEW 3'-0" X 7'-0" MAN DOOR TO MATCH DEMOLISHED DOOR AND FRAME
AutoCAD SHX Text
NEW 3'-0"X 7'-0" MAN DOOR TO MATCH DEMOLISHED DOOR AND FRAME
AutoCAD SHX Text
NEW 14'-0"X 14'-0" OVERHEAD DOOR AND TRACK TO MATCH PREVIOUS DOOR
AutoCAD SHX Text NEW 14'-0"X 14'-0" OVERHEAD DOOR AND TRACK TO MATCH DEMOLISHED DOOR, INSTALL SALVAGED OPERATOR AND CONTROL
AutoCAD SHX Text REWORK EXISTING OR PROVIDE NEW WOOD BLOCKING AS NEEDED TO PROVIDE PROPER AND PLUM FRAMING
AutoCAD SHX Text REWORK EXISTING OR PROVIDE NEW WOOD BLOCKING AS NEEDED TO PROVIDE PROPER AND PLUM FRAMING
AutoCAD SHX Text
NEW MANUAL 14'-0" X 14'-0" OVERHEAD DOOR AND TRACK TO MATCH DEMOLISHED DOOR
AutoCAD SHX Text NEW 14'-0"X 14'-0" OVERHEAD DOOR AND TRACK TO MATCH DEMOLISHED DOOR, INSTALL SALVAGED OPERATOR AND CONTROL
AutoCAD SHX Text NEW 14'-0"X 14'-0" OVERHEAD DOOR AND TRACK TO MATCH DEMOLISHED DOOR, INSTALL SALVAGED OPERATOR AND CONTROL
AutoCAD SHX Text NEW 14'-0"X 14'-0" OVERHEAD DOOR AND TRACK TO MATCH DEMOLISHED DOOR, INSTALL SALVAGED OPERATOR AND CONTROL
AutoCAD SHX Text REWORK TOP OF EXISTING OVERHEAD DOOR CLOSURE BOARD AT TOP OF EXISTING OVERHEAD DOOR OPENING AS RESULT OF NEW SLAB ON GRADE BEING RAISED 4" ABOVE GRADE
AutoCAD SHX Text REWORK TOP OF EXISTING MAN DOOR OPENING AS RESULT OF NEW SLAB ON GRADE BEING RAISED 4" ABOVE GRADE
AutoCAD SHX Text REWORK TOP OF EXISTING OVERHEAD DOOR CLOSURE BOARD AT TOP OF EXISTING OVERHEAD DOOR OPENING AS RESULT OF NEW SLAB ON GRADE BEING RAISED 4" ABOVE GRADE
AutoCAD SHX Text REWORK TOP OF EXISTING MAN DOOR OPENING AS RESULT OF NEW SLAB ON GRADE BEING RAISED 4" ABOVE GRADE
AutoCAD SHX Text REWORK TOP OF EXISTING OVERHEAD DOOR CLOSURE BOARD AT TOP OF EXISTING OVERHEAD DOOR OPENING AS RESULT OF NEW SLAB ON GRADE BEING RAISED 4" ABOVE GRADE
AutoCAD SHX Text REWORK TOP OF EXISTING OVERHEAD DOOR CLOSURE BOARD AT TOP OF EXISTING OVERHEAD DOOR OPENING AS RESULT OF NEW SLAB ON GRADE BEING RAISED 4" ABOVE GRADE
AutoCAD SHX Text REWORK TOP OF EXISTING OVERHEAD DOOR CLOSURE BOARD AT TOP OF EXISTING OVERHEAD DOOR OPENING AS RESULT OF NEW SLAB ON GRADE BEING RAISED 4" ABOVE GRADE
REWORK TOP OF EXISTING MAN DOOR OPENING AS RESULT OF NEW SLAB ON GRADE BEING RAISED 4" ABOVE GRADE
SO
U
TH
E
LE
VA
TI
O
N R ev ie w D
AT
E
R ev ie w
D
AT
E R ev ie w D
AT
E
R ev ie w
D
AT
E R ev ie w D
AT
E
R ev ie w
D
AT
E R ev ie w D
AT
E
R ev ie w
D
AT
E R ev ie w D
AT
E
R ev ie w
D
AT
E R ev ie w D
AT
E
R ev ie w
D
AT
E R ev ie w D
AT
E
R ev ie w
D
AT
E R ev ie w D
AT
E
KJ
M
JC
/E
N G
B Y
PR
O
JE
C
T N
O
IN
D
EX
PC
A
D R
AW
N
B Y
D
ES
IG
N
ED
B
Y
D
EP
A
RT
M
EN
T O
F
TE
CH
N
O
LO
G Y
, M A
N A
G
EM
EN
T
A N
D B
U D
G
ET
ST
A
TE
O
F M
IC
H
IG
A
N
A D
A M
P . L
A C
H , R
A , N
C A
R B
, D
IR
EC
TO
R
ST
A
TE
F
A
CI
LI
TI
ES
A
D M
IN
IS
TR
A
TI
O
N D
ES
IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
PR
O
JE
C
T D
ES
C
R
IP
TI
O
N
D
JS
CLARKSTON, MI
7300 DIXIE HWY.
PHONE
FAX
PHONE
248.605.2030 248.605.2030
48346 #600
WEB DSARCHITECTS.COM
AR
C
H
IT
EC
TS
A-
R
O
SC
O M
M O
N C
SC
W
IL
D
LI
FE
BA
R
N R
EH
AB
1/
3.
D
PL
PH
AS
E
- 9
0% 6/
/2
O W
N
ER
R
EV
IE
W
7/
/2
IS
SU
ED
F
O R
B
ID
7/
/2
AutoCAD SHX Text A-103
AutoCAD SHX Text
AutoCAD SHX Text 3/8" = 1'-0"
AutoCAD SHX Text
SOUTH ELEVATION
AutoCAD SHX Text
GRADE
AutoCAD SHX Text
99'-8" EL.
AutoCAD SHX Text
TRUSS BEARING
AutoCAD SHX Text
115'-9 3/8" EL.
AutoCAD SHX Text
EXISTING 2X6 PRESSURE TREATED LEDGER BOARDS TO REMAIN
AutoCAD SHX Text
EXISTING METAL SIDING AND 2X4 LACERS TO REMAIN
AutoCAD SHX Text NEW 3'-0" X 7'-0" METAL DOOR AND HOLLOW METAL DOOR FRAME TO MATCH DEMOLISHED DOOR AND FRAME
AutoCAD SHX Text NEW 14'-0" X 14'-0" SECTIONAL OVERHEAD DOOR TO MATCH DEMOLISHED DOOR AND TRACK, INSTALL SALVAGED OPERATOR
AutoCAD SHX Text
EXISTING EXTERIOR WALL PACK LIGHT FIXTURE TO REMAIN
AutoCAD SHX Text SHADED AREA INDICATES TO PROVIDE NEW ALUMINUM FASCIA CLADDING TO MATCH EXISTING WHERE MISSING
AutoCAD SHX Text
EXISTING FASCIA CLADDING AND SOFFIT PANELS TO REMAIN
AutoCAD SHX Text
EXISTING STANDING SEAM METAL ROOFING TO REMAIN
AutoCAD SHX Text
EXISTING DORMERS TO REMAIN
AutoCAD SHX Text
PROPERLY FASTEN EXISTING DRIP EDGE AS NEEDED, TYP.
AutoCAD SHX Text P
AutoCAD SHX Text L
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text B
AutoCAD SHX Text U
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text U
AutoCAD SHX Text N
AutoCAD SHX Text U
AutoCAD SHX Text M
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text R
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text M
AutoCAD SHX Text S
AutoCAD SHX Text P
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text I
AutoCAD SHX Text Q
AutoCAD SHX Text U
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text P
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text S
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text L
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text S
AutoCAD SHX Text D
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text C
AutoCAD SHX Text H
AutoCAD SHX Text I
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text T
AutoCAD SHX Text
DEREK J
AutoCAD SHX Text
SLUPKA
AutoCAD SHX Text
ARCHITECT
AutoCAD SHX Text
NO.
AutoCAD SHX Text 1301037472
AutoCAD SHX Text
TOP OF FINISHED SLAB ON GRADE
100'-0" EL.
BU
IL
D
IN
G S
EC
TI
O N
R ev ie w
D
AT
E R ev ie w D
AT
E
R ev ie w
D
AT
E R ev ie w D
AT
E
R ev ie w
D
AT
E R ev ie w D
AT
E
R ev ie w
D
AT
E R ev ie w D
AT
E
R ev ie w
D
AT
E R ev ie w D
AT
E
R ev ie w
D
AT
E R ev ie w D
AT
E
R ev ie w
D
AT
E R ev ie w D
AT
E
R ev ie w
D
AT
E
KJ
M
JC
/E
N G
B Y
PR
O
JE
C
T N
O
IN
D
EX
PC
A
D R
AW
N
B Y
D
ES
IG
N
ED
B
Y
D
EP
A
RT
M
EN
T O
F
TE
CH
N
O
LO
G Y
, M A
N A
G
EM
EN
T
A N
D B
U D
G
ET
ST
A
TE
O
F M
IC
H
IG
A
N
A D
A M
P . L
A C
H , R
A , N
C A
R B
, D
IR
EC
TO
R
ST
A
TE
F
A
CI
LI
TI
ES
A
D M
IN
IS
TR
A
TI
O
N D
ES
IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
PR
O
JE
C
T D
ES
C
R
IP
TI
O
N
D
JS
CLARKSTON, MI
7300 DIXIE HWY.
PHONE
FAX
PHONE
248.605.2030 248.605.2030
48346 #600
WEB DSARCHITECTS.COM
AR
C
H
IT
EC
TS
A-
R
O
SC
O M
M O
N C
SC
W
IL
D
LI
FE
BA
R
N R
EH
AB
1/
3.
D
PL
PH
AS
E
- 9
0% 6/
/2
O W
N
ER
R
EV
IE
W
7/
/2
IS
SU
ED
F
O R
B
ID
7/
/2
AutoCAD SHX Text
100'-0" EL.
AutoCAD SHX Text
NEW 6" CONCRETE SLAB WITH 6" X 6" X W2.9 WWF
AutoCAD SHX Text A-103
AutoCAD SHX Text
AutoCAD SHX Text 3/8" = 1'-0"
AutoCAD SHX Text
BUILDING SECTION
AutoCAD SHX Text
EXISTING TRUSS BEARING
AutoCAD SHX Text
115'-9 3/8" EL.
AutoCAD SHX Text
TOP OF EXISTING FOOTING
AutoCAD SHX Text
98'-8" EL.
AutoCAD SHX Text
NEW HELICAL PIER TO RETROFIT EXISTING FOOTING
AutoCAD SHX Text
EXISTING FOOTINGS TO REMAIN, TYP.
AutoCAD SHX Text
EXISTING 8X8 WOOD COLUMN TO REMAIN, TYP.
AutoCAD SHX Text
EXISTING 2X4 LACERS AND METAL SIDING TO REMAIN, TYP.
AutoCAD SHX Text
EXISTING 2X6 CROSS BRACING TO REMAIN, TYP.
AutoCAD SHX Text
EXISTING 2X4 KNEE BRACING TO REMAIN, TYP.
AutoCAD SHX Text NEW 14'-0" X 14'-0" OVERHEAD DOOR, TRACKS, AND MOTOR TO MATCH DEMOLISHED DOOR AND INSTALL SALVAGED OPERATOR AND CONTROL
AutoCAD SHX Text NEW 3'-0" X 7'-0" MAN DOOR AND HOLLOW METAL FRAME TO MATCH DEMOLISHED DOOR AND FRAME
AutoCAD SHX Text
PROVIDE NEW OR REWORK WOOD BLOCKING AS NEEDED TO PROVIDE PROPER AND PLUM FRAMING
AutoCAD SHX Text
EXISTING 2X12 HEADERS TO REMAIN, TYP.
AutoCAD SHX Text
EXISTING METAL SOFFIT PANEL TO REMAIN, TYP.
AutoCAD SHX Text
EXISTING FASCIA CLADDING, FASCIA BOARD TO REMAIN
AutoCAD SHX Text
EXISTING PRE-ENGINEERED WOOD TRUSSES TO REMAIN, TYP.
AutoCAD SHX Text
EXISTING 2X4 PURLINS TO REMAIN, TYP.
AutoCAD SHX Text
EXISTING STANDING SEAM METAL ROOFING TO REMAIN, TYP.
AutoCAD SHX Text
EXISTING DORMERS TO REMAIN, TYP.
AutoCAD SHX Text
PROPERLY FASTEN EXISTING DRIP EDGE AS NEEDED, TYP.
AutoCAD SHX Text
NEW 1/2" EXPANSION JOINT AROUND EXISTING WOOD COLUMNS, TYP.
AutoCAD SHX Text P
AutoCAD SHX Text L
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text B
AutoCAD SHX Text U
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text U
AutoCAD SHX Text N
AutoCAD SHX Text U
AutoCAD SHX Text M
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text R
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text M
AutoCAD SHX Text S
AutoCAD SHX Text P
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text I
AutoCAD SHX Text Q
AutoCAD SHX Text U
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text P
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text S
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text L
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text S
AutoCAD SHX Text D
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text C
AutoCAD SHX Text H
AutoCAD SHX Text I
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text T
AutoCAD SHX Text
DEREK J
AutoCAD SHX Text
SLUPKA
AutoCAD SHX Text
ARCHITECT
AutoCAD SHX Text
NO.
AutoCAD SHX Text 1301037472
AutoCAD SHX Text
NEW 6" MDOT CLASS II SAND UNDER SLAB ON GRADE
AutoCAD SHX Text
TOP OF FINISHED FLOOR
AutoCAD SHX Text
99'-8" EL.
AutoCAD SHX Text
GRADE
NEW 4" DIA. SLOTTED PLASTIC PIPE WRAPPED IN FILTER FABRIC. PROVIDE NEW PEA GRAVEL BACKFILL 6" CIRCUMFERENCE AROUND PIPE, TYP. INVERT OF PIPE TO BE 2'-6" BELOW GRADE.
D
ET
AI
LS
R ev ie w
D
AT
E R ev ie w D
AT
E
R ev ie w
D
AT
E R ev ie w D
AT
E
R ev ie w
D
AT
E R ev ie w D
AT
E
R ev ie w
D
AT
E R ev ie w D
AT
E
R ev ie w
D
AT
E R ev ie w D
AT
E
R ev ie w
D
AT
E R ev ie w D
AT
E
R ev ie w
D
AT
E R ev ie w D
AT
E
R ev ie w
D
AT
E
KJ
M
JC
/E
N G
B Y
PR
O
JE
C
T N
O
IN
D
EX
PC
A
D R
AW
N
B Y
D
ES
IG
N
ED
B
Y
D
EP
A
RT
M
EN
T O
F
TE
CH
N
O
LO
G Y
, M A
N A
G
EM
EN
T
A N
D B
U D
G
ET
ST
A
TE
O
F M
IC
H
IG
A
N
A D
A M
P . L
A C
H , R
A , N
C A
R B
, D
IR
EC
TO
R
ST
A
TE
F
A
CI
LI
TI
ES
A
D M
IN
IS
TR
A
TI
O
N D
ES
IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
PR
O
JE
C
T D
ES
C
R
IP
TI
O
N
D
JS
CLARKSTON, MI
7300 DIXIE HWY.
PHONE
FAX
PHONE
248.605.2030 248.605.2030
48346 #600
WEB DSARCHITECTS.COM
AR
C
H
IT
EC
TS
A-
R
O
SC
O M
M O
N C
SC
W
IL
D
LI
FE
BA
R
N R
EH
AB
1/
3.
D
PL
PH
AS
E
- 9
0% 6/
/2
O W
N
ER
R
EV
IE
W
7/
/2
IS
SU
ED
F
O R
B
ID
7/
/2
AutoCAD SHX Text A-102
AutoCAD SHX Text
AutoCAD SHX Text 1" = 1'-0"
AutoCAD SHX Text
EXISTING CONCRETE FOOTINGS TO REMAIN, TYP.
AutoCAD SHX Text
NEW FINISHED FLOOR
AutoCAD SHX Text
100'-0" EL.
AutoCAD SHX Text
NEW 6" CONCRETE SLAB WITH 6" X 6" X W2.9 WWF
AutoCAD SHX Text
TOP OF EXISTING FOOTING
AutoCAD SHX Text
98'-8" EL.
AutoCAD SHX Text
NEW 6" MDOT CLASS II SAND UNDER SLAB ON GRADE
AutoCAD SHX Text
NEW 6" CONCRETE SLAB APRON WITH 6" X 6" X W2.9 WWF WITH 3" MIN. COVERAGE
AutoCAD SHX Text
TYPICAL SAWN JOINT
AutoCAD SHX Text 3/4" = 1'-0"
AutoCAD SHX Text
STRUCTURAL FILL
AutoCAD SHX Text
6" COMPACTED SAND
AutoCAD SHX Text
CONTINUOUS
AutoCAD SHX Text
SLAB REINFORCED
AutoCAD SHX Text
TOOLED JOINT OR
AutoCAD SHX Text
SAW CUT
AutoCAD SHX Text
AT JOINT
AutoCAD SHX Text
CUT 50% OF REINFORCING
AutoCAD SHX Text A401
AutoCAD SHX Text
AutoCAD SHX Text P
AutoCAD SHX Text L
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text B
AutoCAD SHX Text U
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text U
AutoCAD SHX Text N
AutoCAD SHX Text U
AutoCAD SHX Text M
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text R
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text M
AutoCAD SHX Text S
AutoCAD SHX Text P
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text I
AutoCAD SHX Text Q
AutoCAD SHX Text U
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text P
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text S
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text L
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text S
AutoCAD SHX Text D
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text C
AutoCAD SHX Text H
AutoCAD SHX Text I
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text T
AutoCAD SHX Text
DEREK J
AutoCAD SHX Text
SLUPKA
AutoCAD SHX Text
ARCHITECT
AutoCAD SHX Text
NO.
AutoCAD SHX Text 1301037472
AutoCAD SHX Text A-102
AutoCAD SHX Text
AutoCAD SHX Text 1" = 1'-0"
AutoCAD SHX Text
HELICAL PIER DETAIL
AutoCAD SHX Text
TOP OF EXISTING FOOTING
AutoCAD SHX Text
98'-8" EL.
AutoCAD SHX Text PROVIDE NEW HELICAL PIER SYSTEM TO ADJUST EXISTING FOOTING BACK TO PROPER HEIGHT AND SUPPORT THE FOOTING FROM SINKING FARTHER, TEMPORARY SHORE EXISTING STRUCTURE AS REQUIRED
AutoCAD SHX Text
EACH HELICAL PIER TO RESIST 3,000 PSF
AutoCAD SHX Text
EXISTING CONCRETE FOOTING
AutoCAD SHX Text
EXISTING 6X6 WOOD POST TO REMAIN, TYP.
AutoCAD SHX Text
NEW 1/2" EXPANSION JOINT
AutoCAD SHX Text
NEW 30" MDOT CLASS II SAND UNDER APRON
AutoCAD SHX Text A-102
AutoCAD SHX Text
AutoCAD SHX Text 1" = 1'-0"
AutoCAD SHX Text
EXISTING CONCRETE FOOTINGS TO REMAIN, TYP.
AutoCAD SHX Text
NEW 6" CONCRETE SLAB WITH 6" X 6" X W2.9 WWF
AutoCAD SHX Text
TOP OF EXISTING FOOTING
AutoCAD SHX Text
98'-8" EL.
AutoCAD SHX Text
NEW 6" MDOT CLASS II SAND UNDER SLAB ON GRADE
AutoCAD SHX Text
EXISTING 6X6 WOOD POST TO REMAIN, TYP.
AutoCAD SHX Text
NEW 1/2" EXPANSION JOINT AROUND EXISTING 6X6 COLUMNS, TYP.
AutoCAD SHX Text
CONCRETE SLAB APRON DETAIL
AutoCAD SHX Text
CONCRETE TURN DOWN SLAB FOOTING DETAIL
AutoCAD SHX Text
EXISTING 2X6 WOOD LEDGER BOARD TO REMAIN, TYP.
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text NEW 1'-0" X 2'-0" BENT #5 BAR AT 3'-0" O.C. 1'-0" X 2'-0" BENT #5 BAR AT 3'-0" O.C. WITH 3" MIN. COVERAGE
AutoCAD SHX Text NEW 1'-6" X 1'-6" CONTINUOUS TURN DOWN SLAB FOOTING WITH (2) #5 BARS BOTH TOP AND BOTTOM
AutoCAD SHX Text
GRADE
AutoCAD SHX Text
99'-8" EL.
AutoCAD SHX Text NEW 1'-0" X 2'-0" BENT #5 BAR AT 3'-0" 1'-0" X 2'-0" BENT #5 BAR AT 3'-0" O.C. WITH 3" MIN. COVERAGE
AutoCAD SHX Text NEW 1'-6" X 1'-6" CONTINUOUS TURN DOWN SLAB FOOTING WITH (2) #5 BARS BOTH TOP AND BOTTOM
AutoCAD SHX Text
NEW FINISHED FLOOR
AutoCAD SHX Text
100'-0" EL.
AutoCAD SHX Text
GRADE
AutoCAD SHX Text
99'-8" EL.
AutoCAD SHX Text
NEW FINISHED FLOOR
AutoCAD SHX Text
100'-0" EL.
AutoCAD SHX Text
NEW 6" CONCRETE SLAB WITH 6" X 6" X W2.9 WWF
AutoCAD SHX Text
NEW 6" CONCRETE SLAB APRON WITH 6" X 6" X W2.9 WWF WITH 3" MIN. COVERAGE
AutoCAD SHX Text
EXISTING 6X6 WOOD POST TO REMAIN, TYP.
AutoCAD SHX Text
NEW 1/2" EXPANSION JOINT
AutoCAD SHX Text NEW 1'-0" X 2'-0" BENT #5 BAR AT 3'-0" O.C. 1'-0" X 2'-0" BENT #5 BAR AT 3'-0" O.C. WITH 3" MIN. COVERAGE
AutoCAD SHX Text NEW 1'-6" X 1'-6" CONTINUOUS TURN DOWN SLAB FOOTING WITH (2) #5 BARS BOTH TOP AND BOTTOM
AutoCAD SHX Text
GRADE
AutoCAD SHX Text
99'-8" EL.
AutoCAD SHX Text NEW 4" DIA. SLOTTED PLASTIC PIPE WRAPPED IN FILTER FABRIC. PROVIDE NEW PEA GRAVEL BACKFILL 6" CIRCUMFERENCE AROUND PIPE, TYP. INVERT OF PIPE TO BE 2'-6" BELOW GRADE.
NEW 4" DIA. SLOTTED PLASTIC PIPE WRAPPED IN FILTER FABRIC. PROVIDE NEW PEA GRAVEL BACKFILL 6" CIRCUMFERENCE AROUND PIPE, TYP. INVERT OF PIPE TO BE 2'-6" BELOW GRADE.
| Sheets and Views |
| Roscommon Wildlife Barn Footing Design WITH NO INSULATION - CDs-G-101 LEGEND |
| Roscommon Wildlife Barn Footing Design WITH NO INSULATION - CDs-A-101 DEMO |
| Roscommon Wildlife Barn Footing Design WITH NO INSULATION - CDs-A-102 FOOTING |
| Roscommon Wildlife Barn Footing Design WITH NO INSULATION - CDs-A-103 SLAB |
| Roscommon Wildlife Barn Footing Design WITH NO INSULATION - CDs-A-104 FP |
| Roscommon Wildlife Barn Footing Design WITH NO INSULATION - CDs-A-201 ELEV. |
| Roscommon Wildlife Barn Footing Design WITH NO INSULATION - CDs-A-301 SEC. |
| Roscommon Wildlife Barn Footing Design WITH NO INSULATION - CDs-A-501 DETAIL |
File details come from the government source that posted it. Updated .