Addendum #1 Roscommon Wildlife Barn Footing Design WITH NO INSULATION - CDs.pdf
PDF 4 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 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 an existing wildlife barn facility, with design plans dated June 12, 2025, and issued for bid on July 30, 2025, with an addendum released on August 25, 2025. The architectural plans include detailed drawings for demolition, footing, slab, floor plans, site drainage, south elevation, building section, and technical construction details.
The project specifications include precise technical requirements for concrete work, with stringent specifications for concrete mixes, compressive strength, cement content, water-cement ratios, and reinforcement standards. A notable alternate bid option (Deduct Alternate No. 1) involves removing approximately 480 linear feet of solid pipe, including excavation, trenching, and remediation, with the contractor required to stub a 4-inch diameter slotted drain pipe to 5 feet outside the building perimeter. The design emphasizes thorough subgrade preparation, requiring compaction to 95% of maximum density and recommending compaction testing to verify ground preparation before concrete placement.
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ROSCOMMON CSC WILDLIFE BARN REHAB
751/24073.DPL
TITLESHEET
NO.
COVER SHEETG-101
A-103 SLAB PLAN
Architect
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Alternates
DEDUCT ALTERNATE NO.1
DEDUCT ALL MATERIAL AND LABOR FOR THE APPROXIMATE 480'-0" SOLID
PIPE, EXCAVATE TRENCHING, REMEDIATION, ETC. CONTRACTOR TO STUB
4" DIA. SLOTTED DRAIN PIPE TO 5'-0" OUTSIDE OF BUILDING PERIMETER.
DEMOLITION PLANA-101
FOOTING PLANA-102
Owner RepresentativeOwner
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A-201 SOUTH ELEVATION
A-301 BUILDING SECTION
A-501 DETAILS
A-104 FLOOR PLAN
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A-105 DRAIN LOCATION PLAN
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ROSCOMMON, MI 48653
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%%UFACILITY MAP
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%%UDRAWING INDEX
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ROSCOMMON RD.
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SITE
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8717 N. ROSCOMMON RD.
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%%UFACILITY MAP
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NO.
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ROBINSON LAKE RD.
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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.
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%%UDEMOLITION PLAN
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REMOVE AND DISPOSE OF 3'-0" X 7'-0" MAN DOOR, SALVAGE DOOR HARDWARE
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EXISTING ELECTRICAL PANEL TO REMAIN
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EXISTING CROSS BRACING TO REMAIN
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EXISTING 8X8 COLUMN TO REMAIN, TYP.
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REMOVE AND DISPOSE OF CONCRETE SLAB APRON
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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
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NO.
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REMOVE AND DISPOSE OF 3'-0" X 7'-0" MAN DOOR, SALVAGE DOOR HARDWARE
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REMOVE AND DISPOSE OF MANUAL 14'-0" X 14'-0" OVERHEAD DOOR AND TRACK
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%%USUBGRADE PREPARATION
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
DISCONNECT / REMOVE EXISTING 2X LACERS, GABLE END TRUSS AND METAL SIDING FROM INDICATED COLUMN AS NEEDED TO ALLOW COLUMN TO BE ADJUSTED WITHOUT FURTHER DAMAGE TO BUILDING
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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.
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DEDUCT ALL MATERIAL AND LABOR FOR THE APPROXIMATE 480'-0" SOLID PIPE,
EXCAVATE TRENCHING, REMEDIATION, ETC. CONTRACTOR TO STUB 4" DIA.
SLOTTED DRAIN PIPE TO 5'-0" OUTSIDE OF BUILDING PERIMETER.
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%%USTRUCTURE INFO.
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'S-1' - MODERATE-HAZARD STORAGE
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5B - CONSTRUCTION TYPE
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%%UCONCRETE MIXES
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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.
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NEW 6" COMPACTED MDOT CLASS II SAND UNDER SLAB ON GRADE, TYP.
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BOTTOM OF CONC. APRON - 98'-4" A.F.F., TYP. FOOTING
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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 DEDUCT ALL MATERIAL AND LABOR FOR THE APPROXIMATE 480'-0" SOLID PIPE, EXCAVATE TRENCHING, REMEDIATION, ETC. CONTRACTOR TO STUB 4" DIA. SLOTTED DRAIN PIPE TO 5'-0" OUTSIDE OF BUILDING PERIMETER.
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.
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
DEDUCT ALTERNATE NO.1
DEDUCT ALTERNATE NO.1
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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
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AutoCAD SHX Text
%%USLAB PLAN
AutoCAD SHX Text 3/16" = 1'-0"
AutoCAD SHX Text
NORTH
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AutoCAD SHX Text A-301
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SLOPE
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SLOPE
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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.
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48346 #600
WEB DSARCHITECTS.COM
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AutoCAD SHX Text
%%UFLOOR PLAN
AutoCAD SHX Text 3/16" = 1'-0"
AutoCAD SHX Text
NORTH
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.
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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 PREVIOUS DOOR AND FRAME, INSTALL SALVAGED DOOR HARDWARE
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
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 NEW 3'-0" X 7'-0" MAN DOOR TO MATCH PREVIOUS DOOR AND FRAME, INSTALL SALVAGED DOOR HARDWARE
NEW 3'-0" X 7'-0" MAN DOOR TO MATCH PREVIOUS DOOR AND FRAME, INSTALL SALVAGED DOOR HARDWARE
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CLARKSTON, MI
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248.605.2030 248.605.2030
48346 #600
WEB DSARCHITECTS.COM
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AutoCAD SHX Text 1205.63
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AutoCAD SHX Text 1205.92
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AutoCAD SHX Text 1204.99
AutoCAD SHX Text 1205.02
AutoCAD SHX Text 1204.92
AutoCAD SHX Text 1205.76
AutoCAD SHX Text 1205.72
AutoCAD SHX Text 1205.60
AutoCAD SHX Text 1205.59
AutoCAD SHX Text 1205.78
AutoCAD SHX Text 1205.91
AutoCAD SHX Text 1205.97
AutoCAD SHX Text 1205.46
AutoCAD SHX Text 1206.13
AutoCAD SHX Text 1205.49
AutoCAD SHX Text 1205.72
AutoCAD SHX Text 1205.64
AutoCAD SHX Text 1205.65
AutoCAD SHX Text 1205.64
AutoCAD SHX Text 1205.91
AutoCAD SHX Text 1205.52
AutoCAD SHX Text 1205.51
AutoCAD SHX Text 1205.65
AutoCAD SHX Text 1205.60
AutoCAD SHX Text 1205.54
AutoCAD SHX Text 1205.29
AutoCAD SHX Text 1200.17
AutoCAD SHX Text 1204.26
AutoCAD SHX Text 1203.53
AutoCAD SHX Text 1202.51
AutoCAD SHX Text 1198.89
AutoCAD SHX Text 1197.62
AutoCAD SHX Text 1202.36
AutoCAD SHX Text 1205.22
AutoCAD SHX Text 1205.51
AutoCAD SHX Text 1206.36
AutoCAD SHX Text 1205.96
AutoCAD SHX Text 1206.97
AutoCAD SHX Text 1206.03
AutoCAD SHX Text 1206.09
AutoCAD SHX Text 1206.45
AutoCAD SHX Text 1206.38
AutoCAD SHX Text 1205.98
AutoCAD SHX Text 1206.63
AutoCAD SHX Text 1206.24
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AutoCAD SHX Text 1205.81
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AutoCAD SHX Text 1205.07
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AutoCAD SHX Text 1200.91
AutoCAD SHX Text 1199.92
AutoCAD SHX Text 1202.84
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AutoCAD SHX Text 1200.40
AutoCAD SHX Text 1198.80
AutoCAD SHX Text 1202.49
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AutoCAD SHX Text 1196.77
AutoCAD SHX Text 1192.69
AutoCAD SHX Text 1200.27
AutoCAD SHX Text 1195.39
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AutoCAD SHX Text 1193.28
AutoCAD SHX Text 1191.52
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AutoCAD SHX Text 1205.12
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AutoCAD SHX Text 1204.71
AutoCAD SHX Text 1205.53
AutoCAD SHX Text 1205.27
AutoCAD SHX Text 1205.42
AutoCAD SHX Text 1205.78
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AutoCAD SHX Text 1205.62
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AutoCAD SHX Text 1204.86
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AutoCAD SHX Text 1204.49
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AutoCAD SHX Text 1207.24
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AutoCAD SHX Text 1212.56
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AutoCAD SHX Text 1205.66
AutoCAD SHX Text 1205.12
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AutoCAD SHX Text 1206.26
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AutoCAD SHX Text 1206.12
AutoCAD SHX Text 1206.48
AutoCAD SHX Text 1206.13
AutoCAD SHX Text
TOP OF BANK?
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POLE BUILDING
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GRAVEL
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GRAVEL
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GRAVEL
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GRAVEL
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GRASS
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CP #1
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WOOD LINE
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GRASS
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GRASS
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GRASS
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WOODS
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WOODS
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WOODS
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CONC
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CONC
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CONC
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CONC
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CONC
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CENTERLINE
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SLIGHT
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SWALE
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AutoCAD SHX Text 60'
AutoCAD SHX Text
%%UDRAIN LOCATION PLAN
AutoCAD SHX Text 1" = 30'-0"
AutoCAD SHX Text
NORTH
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DEREK J
AutoCAD SHX Text
SLUPKA
AutoCAD SHX Text
ARCHITECT
AutoCAD SHX Text
NO.
AutoCAD SHX Text 1301037472
AutoCAD SHX Text
BUILDING IN SCOPE OF WORK
AutoCAD SHX Text PROVIDE NEW 4" DIA. SLOTTED PLASTIC PIPE WRAPPED IN FILTER FABRIC. PROVIDE NEW PEA GRAVEL PROVIDE NEW PEA GRAVEL BACKFILL 6" CIRCUMFERENCE AROUND PIPE, TYP. INVERT OF PIPE TO BE 2'-6" BELOW GRADE.
AutoCAD SHX Text
NEW 4" DIA. SOLID PLASTIC PIPE SLOPED AT 1/8" = 1'-0"
AutoCAD SHX Text
NEW PIPE OUTLET GRATE AND STONE RIPRAP
NEW PIPE OUTLET INVERT TO BE APPROX. 5'-3" BELOW INVERT OF 4" SLOTTED DRAIN PIPE
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48346 #600
WEB DSARCHITECTS.COM
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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" MAN DOOR TO MATCH PREVIOUS DOOR AND FRAME, INSTALL SALVAGED DOOR HARDWARE
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.
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DEREK J
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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.
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CLARKSTON, MI
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48346 #600
WEB DSARCHITECTS.COM
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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.
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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 TO MATCH PREVIOUS DOOR AND FRAME, INSTALL SALVAGED DOOR HARDWARE
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.
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EXISTING METAL SOFFIT PANEL TO REMAIN, TYP.
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EXISTING FASCIA CLADDING, FASCIA BOARD TO REMAIN
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EXISTING PRE-ENGINEERED WOOD TRUSSES TO REMAIN, TYP.
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EXISTING 2X4 PURLINS TO REMAIN, TYP.
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EXISTING STANDING SEAM METAL ROOFING TO REMAIN, TYP.
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EXISTING DORMERS TO REMAIN, TYP.
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PROPERLY FASTEN EXISTING DRIP EDGE AS NEEDED, TYP.
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NEW 1/2" EXPANSION JOINT AROUND EXISTING WOOD COLUMNS, TYP.
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DEREK J
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SLUPKA
AutoCAD SHX Text
ARCHITECT
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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
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.
DISCONNECT / REMOVE EXISTING 2X LACERS, GABLE END TRUSS AND METAL SIDING FROM INDICATED COLUMN AS NEEDED TO ALLOW COLUMN TO BE ADJUSTED WITHOUT FURTHER DAMAGE TO BUILDING
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CLARKSTON, MI
7300 DIXIE HWY.
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248.605.2030 248.605.2030
48346 #600
WEB DSARCHITECTS.COM
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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
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CONTINUOUS
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SLAB REINFORCED
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TOOLED JOINT OR
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SAW CUT
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AT JOINT
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CUT 50% OF REINFORCING
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DEREK J
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SLUPKA
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ARCHITECT
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NO.
AutoCAD SHX Text 1301037472
AutoCAD SHX Text A-102
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AutoCAD SHX Text 1" = 1'-0"
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HELICAL PIER DETAIL
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TOP OF EXISTING FOOTING
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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
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EACH HELICAL PIER TO RESIST 3,000 PSF
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EXISTING CONCRETE FOOTING
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EXISTING 6X6 WOOD POST TO REMAIN, TYP.
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NEW 1/2" EXPANSION JOINT
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NEW 30" MDOT CLASS II SAND UNDER APRON
AutoCAD SHX Text A-102
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AutoCAD SHX Text 1" = 1'-0"
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EXISTING CONCRETE FOOTINGS TO REMAIN, TYP.
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NEW 6" CONCRETE SLAB WITH 6" X 6" X W2.9 WWF
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TOP OF EXISTING FOOTING
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98'-8" EL.
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NEW 6" MDOT CLASS II SAND UNDER SLAB ON GRADE
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EXISTING 6X6 WOOD POST TO REMAIN, TYP.
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NEW 1/2" EXPANSION JOINT AROUND EXISTING 6X6 COLUMNS, TYP.
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CONCRETE SLAB APRON DETAIL
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CONCRETE TURN DOWN SLAB FOOTING DETAIL
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EXISTING 2X6 WOOD LEDGER BOARD TO REMAIN, TYP.
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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
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GRADE
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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
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NEW FINISHED FLOOR
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100'-0" EL.
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GRADE
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99'-8" EL.
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NEW FINISHED FLOOR
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100'-0" EL.
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NEW 6" CONCRETE SLAB WITH 6" X 6" X W2.9 WWF
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NEW 6" CONCRETE SLAB APRON WITH 6" X 6" X W2.9 WWF WITH 3" MIN. COVERAGE
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EXISTING 6X6 WOOD POST TO REMAIN, TYP.
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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
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GRADE
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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 ADDENDUM NO2-G-101 LEGEND |
| Roscommon Wildlife Barn Footing Design WITH NO INSULATION - CDs ADDENDUM NO2-A-101 DEMO |
| Roscommon Wildlife Barn Footing Design WITH NO INSULATION - CDs ADDENDUM NO2-A-102 FOOTING |
| Roscommon Wildlife Barn Footing Design WITH NO INSULATION - CDs ADDENDUM NO2-A-103 SLAB |
| Roscommon Wildlife Barn Footing Design WITH NO INSULATION - CDs ADDENDUM NO2-A-104 FP |
| Roscommon Wildlife Barn Footing Design WITH NO INSULATION - CDs ADDENDUM NO2-A-105 SITE |
| Roscommon Wildlife Barn Footing Design WITH NO INSULATION - CDs ADDENDUM NO2-A-201 ELEV. |
| Roscommon Wildlife Barn Footing Design WITH NO INSULATION - CDs ADDENDUM NO2-A-301 SEC. |
| Roscommon Wildlife Barn Footing Design WITH NO INSULATION - CDs ADDENDUM NO2-A-501 DETAIL |
File details come from the government source that posted it. Updated .