The Market (7-15-24).pdf

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ARCHITECTURE

CONSTRUCTION MANAGEMENT

DEVELOPMENT

1104 S. MITCHELL ST.

CADILLAC, MICHIGAN 49601

(231) 779-4002

(231) 779-4022 FAX

ARCHITECT OF RECORD:

DRAWN BY:

PROJECT NUMBER:

SHEET NUMBER:

DATE ISSUED:

D. DeKryger

T. Keesler

July 15, 2024

24113A

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A dd iti on fo r:

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Proposed Renovation & Toilet Room Addition for:

The Market at Cadillac Commons

117 W. Cass Street, Cadillac, MI 49601

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SHEET INDEX & CODE DATA

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FLOOR PLAN & SCHEDULES

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%%UINDEX OF DRAWINGS

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BUILDING SECTIONS

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EXTERIOR ELEVATIONS

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STRUCTURAL PLANS & DETAILS

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ELECTRICAL POWER PLAN - BASE BID

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REMOVAL PLAN

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STRUCTURAL NOTES

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ADA CLEARANCES & INTERIOR ELEVATIONS & DETAILS

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ARCHITECTURAL SPECIFICATIONS

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ELECTRICAL LIGHTING PLAN - BASE BID & ALT'S

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ELECTRICAL SPECIFICATIONS, SCHEDULES & DETAILS

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UTILITY PLAN

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CIVIL SPECIFICATIONS

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GRADING PLAN

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SITE DETAILS

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PLUMBING PLAN - UNDERSLAB SANITARY

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PLUMBING PLAN - DOMESTIC WATER

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PLUMBING SPECIFICATIONS & SCHEDULES

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MECHANICAL PLAN - BASE BID

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MECHANICAL SPECIFICATIONS & SCHEDULES

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ELECTRICAL POWER PLAN - ALT. #1

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MECHANICAL PLAN - ALT. #1

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AV1.0

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AUDIO / VIDEO DRAWINGS

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ARCHITECTURAL SPECIFICATIONS

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EXISTING/ DEMOLITION FLOOR PLAN

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EXISTING/ DEMOLITION EXTERIOR ELEVATIONS

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ARCHITECTURAL SPECIFICATIONS

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ARCHITECTURAL SPECIFICATIONS

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ARCHITECTURAL SPECIFICATIONS

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ARCHITECTURAL SPECIFICATIONS

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ARCHITECTURAL SPECIFICATIONS

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ARCHITECTURAL SPECIFICATIONS

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ARCHITECTURAL SPECIFICATIONS

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ARCHITECTURAL SPECIFICATIONS

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HEAD, JAMB, & SILL DETAILS

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"THE MARKET" LOCATION

0 10' 20'

CONSTRUCTION MANAGEMENT

DEVELOPMENT

1104 S. MITCHELL ST.

CADILLAC, MICHIGAN 49601

(231) 779-4002

(231) 779-4022 FAX

ARCHITECT OF RECORD:

DRAWN BY:

PROJECT NUMBER:

SHEET NUMBER:

DATE ISSUED:

D. DeKryger

E. Seguin

July 15, 2024

24113A

Pr op os ed

R en ov at io n

/T oi le t R oo m

A dd iti on fo r:

Th e

M ar ke t a t C ad ill ac

C om m on s

W

. C as s St

Ca di lla c, M

I 4

CIVIL DESIGN BY:

100 E. CHAPIN STREET, SUITE A,

CADILLAC, MI 49601

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1. REFER TO ARCHITECTURAL DRAWINGS & SPECIFICATIONS FOR PARTIAL REMOVAL, REFER TO ARCHITECTURAL DRAWINGS & SPECIFICATIONS FOR PARTIAL REMOVAL, RECONSTRUCTION & RECONNECTION TO ALL EXISTING BUILDINGS. 2. ALL EXISTING SITE FEATURES ABOVE OR BELOW THE GROUND SURFACE, INCLUDING BUT ALL EXISTING SITE FEATURES ABOVE OR BELOW THE GROUND SURFACE, INCLUDING BUT LIMITED TO, FOUNDATIONS, PAVEMENT, SIGNAGE, UTILITIES, UTILITY STRUCTURES, LANDSCAPING, AND FENCING WITHIN THE REMOVAL BOUNDARY ARE TO BE REMOVED ENTIRELY AND DISPOSED OF UNLESS OTHERWISE NOTED ON THE PLANS OR AS DIRECTED BY THE OWNER. COORDINATE WITH OWNER AND PROTECT ANY ITEMS THAT WILL BE SALVAGED AND RELOCATED. 3. PROTECT ALL EXISTING SITE SIGNS WITHIN THE CONSTRUCTION LIMITS (TRAFFIC, PARKING PROTECT ALL EXISTING SITE SIGNS WITHIN THE CONSTRUCTION LIMITS (TRAFFIC, PARKING & INFORMATIONAL, ETC.), UNLESS NOTED OTHERWISE ON THE DRAWINGS OR AS DIRECTED BY THE OWNER TO BE REMOVED & DISPOSED OF ENTIRELY. 4. PROTECT & SALVAGE EXISTING BUILDING IDENTIFICATION SIGN(S), FLAGPOLE, MONUMENT PROTECT & SALVAGE EXISTING BUILDING IDENTIFICATION SIGN(S), FLAGPOLE, MONUMENT MARKERS & DUMPSTERS WITHIN THE CONSTRUCTION LIMITS FOR RELOCATION OR RETURN TO OWNER, UNLESS NOTED OTHERWISE ON THE DRAWINGS OR REMOVE AND DISPOSED IN ENTIRETY AS DIRECTED BY THE OWNER. 5. COORDINATE SITE ELECTRICAL REMOVALS WITH WITH ALL ELECTRICAL PLANS FOR ANY COORDINATE SITE ELECTRICAL REMOVALS WITH WITH ALL ELECTRICAL PLANS FOR ANY REMOVAL OR RELOCATION OF SITE ELECTRICAL ITEMS, COORDINATE WITH ALL PROPOSED SITE ELECTRICAL UTILITIES. 6. REFER TO INDIVIDUAL UTILITY PLANS FOR ANY MODIFICATIONS TO EXISTING UTILITIES REFER TO INDIVIDUAL UTILITY PLANS FOR ANY MODIFICATIONS TO EXISTING UTILITIES THAT ARE TO REMAIN. 7. REMOVE ALL UTILITY STRUCTURE MANHOLES & CATCH BASINS SHOWN TO BE REMOVED REMOVE ALL UTILITY STRUCTURE MANHOLES & CATCH BASINS SHOWN TO BE REMOVED IN THEIR ENTIRETY. RAISE OR LOWER STRUCTURES TO REMAIN (WHETHER NOTED OR NOT) TO MATCH PROPOSED FINISH GRADES. THIS INCLUDES, BUT IS NOT LIMITED TO, SANITARY, STORM, WATER, ELECTRICAL, COMMUNICATIONS, GATE VALVE BOXES & HAND HOLES. 8. PROTECT OR SALVAGE FOR RE-USE ALL EXISTING FIRE HYDRANTS & GATE VALVES TO PROTECT OR SALVAGE FOR RE-USE ALL EXISTING FIRE HYDRANTS & GATE VALVES TO BE REMOVED OR SALVAGED AND RELOCATED, AND CLASSIFIED IN GOOD WORKING CONDITION ACCORDING TO THE UTILITY OWNER, FOR RE-USE. FINAL APPROVAL OF THE RE-USE OF ANY SALVAGED FIRE HYDRANT OR GATE VALVE MUST BE GIVEN BY THE UTILITY OWNER. 9. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE & ISOLATE ANY UNDERGROUND IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE & ISOLATE ANY UNDERGROUND LAWN/PLANTING BED IRRIGATION SYSTEMS PRIOR TO CONSTRUCTION TO PREVENT DAMAGE TO THE EXISTING IRRIGATION SYSTEMS THAT ARE TO REMAIN IN GROUND & OPERABLE. ANY LAWN OR PLANTING BED IRRIGATION SYSTEMS THAT ARE DAMAGED BY CONSTRUCTION MUST BE REPLACED WITH LIKE TO THE OWNER'S SATISFACTION & AT NO ADDITIONAL COST. 10. FIELD VERIFY THE PURPOSE & LOCATION OF UNDERGROUND ELECTRICAL, TELECOM & FIELD VERIFY THE PURPOSE & LOCATION OF UNDERGROUND ELECTRICAL, TELECOM & FIBER OPTIC UTILITIES & RELOCATE AS REQUIRED PRIOR TO COMMENCEMENT DEMOLITION SUCH THAT THE OWNER DOES NOT EXPERIENCE ANY "OUTAGES" OR "FAILURES" WITH THEIR INTERNAL ELECTRICAL, TELEPHONE, SECURITY OR COMPUTER SYSTEMS. REPAIR ANY CONTRACTOR-CAUSED DAMAGES AT NO COST TO THE OWNER. REFER TO THE ELECTRICAL SITE PLAN FOR COORDINATION. 11. FILL ALL PIPES CALLED TO BE ABANDONED ON THE DRAWINGS WITH FLOWABLE FILL. FILL ALL PIPES CALLED TO BE ABANDONED ON THE DRAWINGS WITH FLOWABLE FILL. MEASURE VOLUME OF FILL DURING TIME OF CONSTRUCTION & SUBMIT TO ENGINEER FOR REVIEW. 12. THE CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE TO EXISTING UTILITIES & FOR THE CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE TO EXISTING UTILITIES & FOR LOCATING THE DEPTH & PLACEMENT OF ANY AND ALL UTILITIES WITHIN THE CONSTRUCTION WORK LIMITS. PROCEED WITH CAUTION WHEN WORKING WITH & AROUND THESE UTILITIES. THE COST TO REPAIR DAMAGE TO ANY UTILITIES (SEWERS, WATER, GAS, ELECTRICAL, UNDERDRAIN SYSTEMS, & SPRINKLER SYSTEMS, ETC.), KNOWN OR OTHERWISE, WILL BE BORNE SOLELY BY THE CONTRACTOR. IT IS THE OWNER'S RESPONSIBILITY TO ACCEPT & APPROVE SAID REPAIRS OF THE DAMAGED UTILITY. 13. RETAINING WALLS THAT ARE SHOWN TO BE SAWCUT & REMOVED MUST BE DONE SO RETAINING WALLS THAT ARE SHOWN TO BE SAWCUT & REMOVED MUST BE DONE SO ENTIRELY & INCLUDES ANY FOOTINGS & FOOTING DRAINS, UNLESS NOTED OTHERWISE SPECIFIED ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR ACCURATELY ESTIMATING THE EXTENT OF REMOVALS BELOW GRADE & IS RESPONSIBLE FOR PROTECTING ANY REMAINING PORTIONS OF THE RETAINING WALLS FROM DAMAGE DURING ALL PHASES OF CONSTRUCTION. 14. FULL DEPTH SAWCUT CONCRETE WALKS, PAVING AND CURB & GUTTER SHOWN TO BE FULL DEPTH SAWCUT CONCRETE WALKS, PAVING AND CURB & GUTTER SHOWN TO BE REMOVED AT THE NEAREST EXISTING JOINT & REMOVE. 15. CONTRACTOR TO COORDINATE WITH OWNER REGARDING THEIR NEED FOR EXCESS SOIL CONTRACTOR TO COORDINATE WITH OWNER REGARDING THEIR NEED FOR EXCESS SOIL SPOILS ON SITE. IF THE OWNER DOES NOT WANT THE SOIL, THE CONTRACTOR IS TO REMOVE THE SOIL AND HAUL DISPOSE OF IT OFFSITE. 16. REMOVAL OF LANDSCAPE AREAS AROUND BUILDINGS & THE SITE THAT ARE CALLED OUT REMOVAL OF LANDSCAPE AREAS AROUND BUILDINGS & THE SITE THAT ARE CALLED OUT TO BE REMOVED INCLUDES THE REMOVAL OF EDGING. REFER TO LANDSCAPE PLANS & SPECIFICATIONS FOR CARE OF AND RELOCATION OF ANY PLANT MATERIAL 17. REMOVE ANY EXISTING AGGREGATE BASE OR DELETERIOUS MATERIALS BENEATH ALL REMOVE ANY EXISTING AGGREGATE BASE OR DELETERIOUS MATERIALS BENEATH ALL PROPOSED LAWNS AND LANDSCAPE PLANTING AREAS.

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SITE REMOVAL NOTES

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REMOVAL LEGEND

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REMOVE HMA SURFACE

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REMOVE CONCRETE SIDEWALK/WALL

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REMOVE CURB, GUTTER OR CURB AND GUTTER

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REMOVAL LIMITS

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REMOVE/SALVAGE LIGHT POLE

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REMOVE EXISTING CURB AND GUTTER TO LIMITS SHOWN

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REMOVE HMA

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SALVAGE EXISTING POSTS AND GUARDRAIL FOR REPLACEMENT

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REMOVE RETAINING WALL AS NECESSARY FOR SEWER LEAD SALVAGE FOR REPLACEMENT

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REMOVE 2' WIDE STRIP OF HMA FOR EV CHARGING STATION CONDUITS

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REMOVE EXISTING HMA TO LIMITS SHOWN

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EXISTING MARKET BUILDING FFE: 1301.56 AT EAST SIDE

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EX STORAGE BLDG

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REMOVE EXISTING CONCRETE SIDEWALK

AutoCAD SHX Text REMOVAL QUANTITIES THIS SHEET 235 SYD HMA SURFACE, REM SYD HMA SURFACE, REM HMA SURFACE, REM 100 FT CURB AND GUTTER, REM FT CURB AND GUTTER, REM CURB AND GUTTER, REM 35 SYD SIDEWALK, REM SYD SIDEWALK, REM SIDEWALK, REM 85 FT SEWER, REM, LESS THAN 24 INCH FT SEWER, REM, LESS THAN 24 INCH SEWER, REM, LESS THAN 24 INCH 10 CYD MASONRY AND CONC STRUCTURE, REMCYD MASONRY AND CONC STRUCTURE, REMMASONRY AND CONC STRUCTURE, REM

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REMOVE EXISTING CURB AND GUTTER TO LIMITS SHOWN

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REMOVE EXISTING 12" PIPE

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REMOVE 4' STRUCTURE AND GRATE

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REMOVE STONE AND SURFACING FOR RAIN GARDEN

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REMOVE LANDSCAPING STONE, PROTECT HANDHOLE AND OTHER UTILITY FIXTURES

REMOVE LANDSCAPING STONE

CONSTRUCTION MANAGEMENT

DEVELOPMENT

1104 S. MITCHELL ST.

CADILLAC, MICHIGAN 49601

(231) 779-4002

(231) 779-4022 FAX

ARCHITECT OF RECORD:

DRAWN BY:

PROJECT NUMBER:

SHEET NUMBER:

DATE ISSUED:

D. DeKryger

E. Seguin

July 15, 2024

24113A

Pr op os ed

R en ov at io n

/T oi le t R oo m

A dd iti on fo r:

Th e

M ar ke t a t C ad ill ac

C om m on s

W

. C as s St

Ca di lla c, M

I 4

CIVIL DESIGN BY:

100 E. CHAPIN STREET, SUITE A,

CADILLAC, MI 49601

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1. SEE ELECTRICAL PLANS FOR LOCATION AND DETAILS ON SITE SEE ELECTRICAL PLANS FOR LOCATION AND DETAILS ON SITE LIGHTING AND TRANSFORMER. 2. REFER TO SPECIFICATIONS FOR BITUMINOUS PAVEMENT MIX REFER TO SPECIFICATIONS FOR BITUMINOUS PAVEMENT MIX REQUIREMENTS. 3. ALL BUILDING WORKING POINTS AND REFERENCE POINTS ARE ALL BUILDING WORKING POINTS AND REFERENCE POINTS ARE GIVEN AT THE OUTSIDE CORNER OF BUILDING. 4. COORDINATE WITH IRRIGATION AND ELECTRICAL CONTRACTOR COORDINATE WITH IRRIGATION AND ELECTRICAL CONTRACTOR FOR SIZE AND PLACEMENT OF ALL SLEEVES PRIOR TO PAVING, CONCRETE AND RESTORATION WORK. 5. STANDARD PAVEMENT MARKINGS SHALL BE YELLOW. BARRIER STANDARD PAVEMENT MARKINGS SHALL BE YELLOW. BARRIER FREE PAVEMENT MARKINGS SHALL BE BLUE

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SITE LAYOUT NOTES

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BARRIER FREE RAMP

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STANDARD DUTY CONCRETE PAVEMENT

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STANDARD DUTY BITUMINOUS PAVEMENT

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SIGN

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CONCRETE STRAIGHT CURB

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CONCRETE CURB & GUTTER

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SITE LAYOUT LEGEND

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BARRIER FREE LANDING

AutoCAD SHX Text A5 STANDARD DUTY BITUMINOUS PAVEMENT SEE DETAIL A5 STANDARD DUTY BITUMINOUS PAVEMENT SEE DETAIL A5 SEE DETAIL A5 C9 STANDARD DUTY CONCRETE WALKWAY/PAVEMENT SEE DETAIL C9 STANDARD DUTY CONCRETE WALKWAY/PAVEMENT SEE DETAIL C9 SEE DETAIL C9 C29 CONCRETE TURNED DOWN WALK SEE DETAIL C29 CONCRETE TURNED DOWN WALK SEE DETAIL C29 SEE DETAIL C29 C35 CONCRETE WALKWAY CONNECTION SEE DETAIL C35 CONCRETE WALKWAY CONNECTION SEE DETAIL C35 SEE DETAIL C35 C36 BARRIER FREE CONCRETE WALK RAMP SEE DETAIL C36 BARRIER FREE CONCRETE WALK RAMP SEE DETAIL C36 SEE DETAIL C36 M1 PIPE BOLLARD SEE DETAIL M1PIPE BOLLARD SEE DETAIL M1SEE DETAIL M1

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SITE LAYOUT KEY

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NEW HMA PLACED AFTER SEWER LATERAL IS CONNECTED

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PROP 6" PVC SAN LATERAL SEE SHEET C1.2

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SALVAGED RETAINING WALL

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PROPOSED 60A EV CHARGER STATION

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PROPOSED 60A EV CHARGER STATION

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PROPOSED BATHROOM BUILDING FFE: 1301.6

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PROPOSED FEED FOR EV CHARGING STATIONS

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PROPOSED 4" CONC SIDEWALK

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PROPOSED CURB TO MATCH EXISTING CURB PROFILE

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EXISTING MARKET BUILDING FFE: 1301.56 AT EAST SIDE

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REMOVE EX CATCH BASIN

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PLACE NEW 4' STRUCTURE SEE UTILITY PLAN FOR DETAILS

AutoCAD SHX Text PROPOSED RAIN GARDEN PLANTINGS TO BE INSTALLED PER MDOT STANDARD PLAN R-100-I SPECIES/LAYOUT OF PLANTINGS TO BE DETERMINED

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10 PROPOSED BIKE RACKS WITH CANOPY ON PERMEABLE CONCRETE SURFACING

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LANDSCAPING STONE

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LANDSCAPING STONE

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MDOT F4 CURB WITH REVERSE GUTTER PAN

PLACE LIGHT STANDARD PER MDOT STANDARD DETAIL R-130-A AND PLACE SALVAGED LIGHT POLE WIRING/CONDUIT NEEDED FOR PLACEMENT INCLUDED IN LIGHT STANDARD PAY ITEM

Know what's below.

before you dig.Call

R

ARCHITECTURE

CONSTRUCTION MANAGEMENT

DEVELOPMENT

1104 S. MITCHELL ST.

CADILLAC, MICHIGAN 49601

(231) 779-4002

(231) 779-4022 FAX

ARCHITECT OF RECORD:

DRAWN BY:

PROJECT NUMBER:

SHEET NUMBER:

DATE ISSUED:

D. DeKryger

E. Seguin

July 15, 2024

24113A

Pr op os ed

R en ov at io n

/T oi le t R oo m

A dd iti on fo r:

Th e

M ar ke t a t C ad ill ac

C om m on s

W

. C as s St

Ca di lla c, M

I 4

CIVIL DESIGN BY:

100 E. CHAPIN STREET, SUITE A,

CADILLAC, MI 49601

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UTILITY LEGEND

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PROP. WATER MAIN

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PROP. SANITARY SEWER

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PROP. STORM SEWER

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PROP. CLEANOUT

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PROP. VALVE (WATER)

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PROP. HYDRANT

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PROP. CATCH BASIN

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PROP. MANHOLE

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PROP. LIGHT POLE (SEE ARCH. PLAN FOR MORE DETAIL)

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PROP. RESTRAINED JOINT WATER MAIN

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STORM SEWER NOTES

AutoCAD SHX Text C.O. = CLEAN OUT CB = CATCH BASIN MH = MANHOLE 1. THE DRAINAGE STRUCTURES AND THE STORM WATER SYSTEM UNDER THE DRAINAGE STRUCTURES AND THE STORM WATER SYSTEM UNDER MUNICIPALITY JURISDICTION SHALL BE MUNICIPALITY TESTED MATERIAL. 2. UNDERDRAIN SHALL BE INSTALLED UNDER ALL CURB AND GUTTER AND UNDERDRAIN SHALL BE INSTALLED UNDER ALL CURB AND GUTTER AND PAVEMENT EDGES (REFER TO DETAILS) AND CONNECTED TO CATCH BASINS WITH WATERTIGHT CONNECTIONS 3. ALL STORM SEWER SHALL BE CONCRETE PIPE, UNLESS OTHERWISE ALL STORM SEWER SHALL BE CONCRETE PIPE, UNLESS OTHERWISE SPECIFIED ON THE PLANS. 4. UNLESS OTHERWISE SPECIFIED ON THE PLANS, ALL 4 FOOT DIAMETER UNLESS OTHERWISE SPECIFIED ON THE PLANS, ALL 4 FOOT DIAMETER MANHOLES SHALL BE PER DETAIL ST1 OR ST2, ALL 4 FOOT DIAMETER CATCH BASINS SHALL BE PER DETAIL ST3 OR ST4, AND ALL 2 FOOT DIAMETER STRUCTURES SHALL BE PER DETAIL ST7. 5. ALL ROOF DRAIN CONNECTIONS SHALL BE CONNECTED TO THE STORM ALL ROOF DRAIN CONNECTIONS SHALL BE CONNECTED TO THE STORM SEWER WITH FABRICATED REDUCING TEES. 6. CONTRACTOR TO COORDINATE INVERT ELEVATIONS AND PIPE SIZE OF CONTRACTOR TO COORDINATE INVERT ELEVATIONS AND PIPE SIZE OF ROOF DRAINS WITH PLUMBING PLAN. ROOF DRAINS MUST BE CONNECTED TO THE STORM SEWER WITH FABRICATED ADS HP REDUCING TEES, OR TIED INTO MANHOLES. WHERE NO INVERT ELEVATIONS ARE GIVEN ON THE PLANS, CONTRACTOR MUST CONNECT TO MANHOLES AND PROVIDE AT LEAST 2 FT OF COVER OVER PIPE IN GREEN SPACE, AND AT LEAST 3 FT OF COVER UNDER PAVEMENT. CONTRACTOR MUST INSTALL PIPE(S) WITH SLOPE IN ACCORDANCE WITH CITY OF CADILLAC STANDARDS. FITTINGS AND BENDS SHALL BE ADDED AS NECESSARY FOR CONNECTIONS

AutoCAD SHX Text UTILITY LOCATIONS ARE DERIVED FROM ACTUAL MEASUREMENTS OR AVAILABLE RECORDS. THEY SHOULD NOT BE INTERPRETED TO BE EXACT LOCATIONS NOR SHOULD IT BE ASSUMED THAT THEY ARE THE ONLY UTILITIES IN THIS AREA.

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1. ALL TEXT & FEATURES SHOWN SCREENED ARE EXISTING. ALL ALL TEXT & FEATURES SHOWN SCREENED ARE EXISTING. ALL STRUCTURES SHALL BE LOCATED IN RELATION TO THE PROPOSED IMPROVEMENTS. 2. UTILITIES SHOWN WERE EITHER FIELD LOCATED, OR TAKEN FROM UTILITIES SHOWN WERE EITHER FIELD LOCATED, OR TAKEN FROM EXISTING RECORD/DESIGN DRAWINGS & ARE SHOWN ACCORDINGLY, THE CONTRACTOR SHALL EXERCISE CAUTION & FIELD VERIFY REQUIRED LOCATIONS PRIOR TO EXCAVATION & CONSTRUCTION. 3. MDOT CL II SAND BACKFILL REQUIRED UNDER ALL PROPOSED PAVEMENT MDOT CL II SAND BACKFILL REQUIRED UNDER ALL PROPOSED PAVEMENT AREAS. THIS INCLUDES BACKFILL FOR STORM SEWER, SANITARY SEWER, WATER MAIN, AND ALL OTHER UTILITIES.

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GENERAL UTILITY NOTES

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1. CONTRACTOR TO COORDINATE INVERT ELEVATIONS AND LOCATIONS OF CONTRACTOR TO COORDINATE INVERT ELEVATIONS AND LOCATIONS OF LATERALS WITH PLUMBING PLAN. FITTINGS AND BENDS SHALL BE ADDED AS NECESSARY TO MAKE CONNECTIONS 2. ALL SANITARY SEWER SHALL BE SDR-26 PIPE, UNLESS OTHERWISE ALL SANITARY SEWER SHALL BE SDR-26 PIPE, UNLESS OTHERWISE SPECIFIED ON THE PLANS

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SANITARY SEWER NOTES

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AutoCAD SHX Text PROP 6" SANITARY LATERAL CONNECTION PER CITY STANDARDS 8" MAIN APP INV ELEVATION: 1297.5

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PROTECT EXISTING SANITARY FORCE MAIN

AutoCAD SHX Text NOTE: WATER SERVICE FOR NEW BUILDING TO BE RUN FROM EXISTING MAINTENANCE BUILDING. SEE ARCH. PLANS FOR DETAILS

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PROPOSED CONDUIT FOR EV CHARGER FEED

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GROUT AND TAP EXISTING STRUCTURE TAP 12" @ 1295.10

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WORK JOINTS IN STORM SEWER TO CREATE BEND

AutoCAD SHX Text PROP 4' CATCH BASIN WITH TYPE D COVER RIM: 1301.40 INV SW: 1296.10 (12") INV SE: 1296.10 (12")

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PROPOSED BATHROOM BUILDING FFE: 1301.6

EXISTING MARKET BUILDING FFE: 1301.56 AT EAST SIDE

CONSTRUCTION MANAGEMENT

DEVELOPMENT

1104 S. MITCHELL ST.

CADILLAC, MICHIGAN 49601

(231) 779-4002

(231) 779-4022 FAX

ARCHITECT OF RECORD:

DRAWN BY:

PROJECT NUMBER:

SHEET NUMBER:

DATE ISSUED:

D. DeKryger

E. Seguin

July 15, 2024

24113A

Pr op os ed

R en ov at io n

/T oi le t R oo m

A dd iti on fo r:

Th e

M ar ke t a t C ad ill ac

C om m on s

W

. C as s St

Ca di lla c, M

I 4

CIVIL DESIGN BY:

100 E. CHAPIN STREET, SUITE A,

CADILLAC, MI 49601

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SPOT ELEVATION

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FLOW DIRECTION WITH GRADE

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SLOPE LABEL

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SWALE/DITCH

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CULVERT END SECTION W/ RIPRAP

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HYDRANT & VALVE (EX. | PROP.)

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MANHOLE (EX. | PROP.)

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CLEANOUT

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CATCH BASIN (EX. | PROP.)

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GRADE BREAK

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PROP. CONTOUR LINE

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EX. CONTOUR LINE

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GRADING LIMIT

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SILT FENCE

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GRADING LEGEND

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GRADING NOTES

AutoCAD SHX Text ASPH = BITUMINOUS PAVT. = BITUMINOUS PAVT. CONC = TOP OF CONC. = TOP OF CONC. FL = FLOW LINE = FLOW LINE EM = EDGE OF METAL = EDGE OF METAL FLUSH = FLUSH CURB = FLUSH CURB FFE = FINISHED FLOOR ELEVATION = FINISHED FLOOR ELEVATION G = GROUND SPOT = GROUND SPOT INV = PIPE/END SECTION INVERT = PIPE/END SECTION INVERT RIM = UTILITY STRUCTURE = UTILITY STRUCTURE WALK = SIDEWALK = SIDEWALK BC = BACK OF CURB = BACK OF CURB T/WALL = TOP OF WALL = TOP OF WALL T/RAMP = TOP OF SIDEWALK RAMP = TOP OF SIDEWALK RAMP FES = FLARED END SECTION = FLARED END SECTION 1. REFER TO SPECIFICATIONS FOR ADDITIONAL ABBREVIATIONS REFER TO SPECIFICATIONS FOR ADDITIONAL ABBREVIATIONS FOR CIVIL/SITE AMENITIES. 2. SIDEWALK CROSS-SLOPES HAVE BEEN DESIGNED AT 1.5%, SIDEWALK CROSS-SLOPES HAVE BEEN DESIGNED AT 1.5%, AND MUST NOT EXCEED 1.8%.

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PROPOSED BATHROOM BUILDING FFE: 1301.6

EXISTING MARKET BUILDING FFE: 1301.56 AT EAST SIDE

SECTION

CONSTRUCTION MANAGEMENT

DEVELOPMENT

1104 S. MITCHELL ST.

CADILLAC, MICHIGAN 49601

(231) 779-4002

(231) 779-4022 FAX

ARCHITECT OF RECORD:

DRAWN BY:

PROJECT NUMBER:

SHEET NUMBER:

DATE ISSUED:

D. DeKryger

E. Seguin

July 15, 2024

24113A

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CIVIL DESIGN BY:

100 E. CHAPIN STREET, SUITE A,

CADILLAC, MI 49601

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VARIES

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VARIES

AutoCAD SHX Text DOWEL BAR SHALL BE 16" LONG, #4 SMOOTH BAR, CENTERED VERTICALLY & PLACED @ 12" C/C IN CONC. WALKWAYS & 24" C/C IN DRIVEWAYS, REFER TO NOTE #4 FOR LOCATION

AutoCAD SHX Text EXPANSION/CONTROL JOINT NOTES 1. CURBS SHALL BE SAWCUT OR TOOLED AT 10' ON-CENTER, EXCEPT WHERE EXP. JNTS. ARE REQ'D. 2. SIDEWALK & PAVEMENT JOINTS SHALL EXIST AS SHOWN ON LANDSCAPE DWGS PER MDOT STD PLAN R-29-1 3. SEPARATE CONCRETE POURS WILL REQUIRE BUTT-TYPE EXPANSION JOINTS. 4. DOWELS ARE TO BE PLACED IN EXPANSION JOINTS AT BUILDING & CONCRETE STOOPS INTERFACE REFER TO ARCH. DETAILS & WHERE HEAVY DUTY SIDEWALKS ABUT TO CONCRETE VALLEY GUTTERS AT DRIVEWAY ENTRANCES. 5. REFER TO DETAIL C35 FOR DOWELS INTO EXISTING CONCRETE SIDEWALKS.

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AutoCAD SHX Text TOOLED JOINT, PER LANDSCAPE DWGS. - SAWCUT TOOLED JOINT AS REQ'D TO ACHIEVE THE 1/3 DEPTH OF SLAB W/EXTERIOR JOINT SEALANT

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1/2" PRE-MOLDED FIBER JOINT FILLER W/PREVENT BOND

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EDGE EACH SIDE W/1/8" RADIUS W/EXTERIOR JOINT SEALANT

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BUTT-TYPE EXPANSION JOINT

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CONTROL JOINT

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BACKER ROD OR 1/2" PRE-MOLDED FIBER JOINT FILLER

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INDUCED CRACK

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EXPANSION & CONTROL JOINT

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SCALE : NONE

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GRADE POINT

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GRADE POINT

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REFER TO PLAN&DETAILS FOR CONCRETE WALKWAY AND CROSS SECTION

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CONCRETE WALK RAMP

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SCALE : NONE

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BARRIER FREE

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HMA PAVEMENT

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STANDARD DUTY

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SCALE: 1/2" = 1'-0"

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12" MDOT CL. II SAND OR APPROVED NATIVE SOILS COMPACTED TO 95% MAX DENSITY

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COMPACTED SUBGRADE

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6" MDOT 21AA CRUSHED CONCRETE AGGREGATE BASE COMPACTED TO 98% MAX. DENSITY

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2.0" LEVELING COURSE OF MDOT 4EL

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1.5" SURFACE COURSE OF MDOT 5EL

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WALKWAY/PAVEMENT

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STANDARD DUTY CONCRETE

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SCALE: 1/2" = 1'-0"

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4" CONCRETE

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4" MDOT CL. II SAND OR APPROVED NATIVE SOILS COMPACTED TO 95% MAX DENSITY

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COMPACTED SUBGRADE

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MAX CROSS SLOPE ON WALK IS 2%

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TURNED DOWN WALK

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CONCRETE

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SCALE: 1/2" = 1'-0"

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(3) #4 BARS CONT.

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12" RADIUS

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4" MINIMUM THICK CONCRETE

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REFER TO SITE PLAN AND DETAILS FOR CONCRETE AND CROSS SECTION

AutoCAD SHX Text 4" MINIMUM THICK CLASS II SAND OR APPROVED NATIVE SOILS COMPACTED TO 95% MAX. DENSITY

AutoCAD SHX Text REFER TO PLANS FOR PAV'T TYPE, CROSS-SECTION, LOCATION, DETAILS, AND ADD'L INFORMATION

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COMPACTED SUBGRADE

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REFER TO LANDSCAPE DWGS. FOR EXP. JOINTS & SCORING PATTERNS

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CONNECTION

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CONCRETE WALKWAY

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SCALE: NONE

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REFER TO PLAN&DETAILS FOR PROP. CONCRETE WALKWAY AND CROSS-SECTION

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SECTION

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PLAN

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SPACE AT 12" O.C.

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TYP.

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REFER TO PLANS

AutoCAD SHX Text EXIST. CONC. WALKWAY CONNECTION CONFIGURATION MAY VARY, REFER TO PLANS FOR LOCATION

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MAINTAIN 6" CLR FROM EDGE OF WALK, TYP.

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14" SMOOTH SMOOTH DOWELS, TYP.

AutoCAD SHX Text CORE " HOLE IN EXIST. 12" HOLE IN EXIST. HOLE IN EXIST.CONC. WALKWAY & EPOXY GROUT DOWELS IN PLACE, CENTER DOWELS VERTICALLY

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EXIST. CONC. WALKWAY

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ST3

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FLAT TOP CATCH BASIN

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STANDARD PRECAST

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NOT TO SCALE

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1. PRECAST CONCRETE CATCH BASIN SHALL MEET ASTM C478. PRECAST CONCRETE CATCH BASIN SHALL MEET ASTM C478. 2. IF BOTTOM IS PRECAST CONCRETE, SET ON MINIMUM 4" SAND SUBBASE IF BOTTOM IS PRECAST CONCRETE, SET ON MINIMUM 4" SAND SUBBASE (CIP) OR CLASS 1A CRUSHED STONE WRAPPED WITH GEOTEXTILE FABRIC.

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NOTES

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2'-0" SUMP

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MINIMUM

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VARIES

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MINIMUM

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PREMIUM RUBBER JOINT

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FLAT TOP

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ADJUSTING RINGS (6" MIN. - 15" MAX.)

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COVER, AS SPECIFIED

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FINISH GRADE

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SET FRAME IN SOFT MORTAR BED

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3" (TYP.)

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INLET PROTECTION

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SOIL EROSION CONTROL

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NOT TO SCALE

AutoCAD SHX Text COMPOST FILTER SOCK (DIAMOND SOCK) ALL INLETS NOT IN PAVED NOT IN PAVED IN PAVED AREAS

AutoCAD SHX Text REFER TO PLANS FOR LOCATIONS OF ANY TYPE OF STORM SYSTEM STRUC. REQUIRING SEDIMENT PROTECTION

AutoCAD SHX Text INLET SILT CONTROL BAG, W/OVERFLOW. (SILTSAK, MANF. BY A.C.F. ENVIRONMENTAL, OR CATCH-ALL, MANF. BY MARATHON MATERIALS, INC, OR APPROVED EQUAL)

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REFER TO M.D.O.T SOIL EROSION & SEDIMENTATION CONTROL MEASURES R-96-E

C1.4

CONSTRUCTION MANAGEMENT

DEVELOPMENT

1104 S. MITCHELL ST.

CADILLAC, MICHIGAN 49601

(231) 779-4002

(231) 779-4022 FAX

ARCHITECT OF RECORD:

DRAWN BY:

PROJECT NUMBER:

SHEET NUMBER:

DATE ISSUED:

D. DeKryger

E. Seguin

July 15, 2024

24113A

Pr op os ed

R en ov at io n

/T oi le t R oo m

A dd iti on fo r:

Th e

M ar ke t a t C ad ill ac

C om m on s

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Ca di lla c, M

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CIVIL DESIGN BY:

100 E. CHAPIN STREET, SUITE A,

CADILLAC, MI 49601

C1.5 ℓ ℓ ℓ

S0.0

ARCHITECTURE

CONSTRUCTION MANAGEMENT

DEVELOPMENT

1104 S. MITCHELL ST.

CADILLAC, MICHIGAN 49601

(231) 779-4002

(231) 779-4022 FAX

ARCHITECT OF RECORD:

DRAWN BY:

PROJECT NUMBER:

SHEET NUMBER:

DATE ISSUED:

D. DeKryger op os ed

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AutoCAD SHX Text ID Inside Diameter Inside Diameter IF Inside Face Inside Face INT Interior Interior JB Joist Bearing Elevation Joist Bearing Elevation L Lintel Lintel LAT Lateral Lateral LD Load Load LF Linear Foot Linear Foot LG Long Long LLH Long Leg Horizontal Long Leg Horizontal LLV Long Leg Vertical Long Leg Vertical LOC'N Location Location LP Low Point Low Point LT Light Light MAX Maximum Maximum MECH Mechanical Mechanical MCJ Masonry Control Joint Masonry Control Joint MIN Minimum Minimum NS Near Side Near Side NTS Not To Scale Not To Scale O/O Out-to-Out Out-to-Out OC On-Center On-Center OD Outside Diameter Outside Diameter OF Outside Face Outside Face OFD Overflow Drain Overflow Drain OH Opposite Hand Opposite Hand P Pier Pier PEMB Pre-Engineered Metal Pre-Engineered Metal Building PERP Perpendicular Perpendicular > Plate Plate PT Pressure Treated Pressure Treated R, RAD Radius Radius RD Roof Drain Roof Drain RE: Reference, Refer to Reference, Refer to REINF Reinforce Reinforce REQ'D Required Required RMW Reinforced Masonry Wall Reinforced Masonry Wall RTU Roof Top Unit Roof Top Unit RXN Reaction Reaction SC Slip Critical Slip Critical SF Step Footing Step Footing SIM Similar Similar SOG Slab On Grade Slab On Grade SPCS Spaces Spaces SS Stainless Steel Stainless Steel SST Simpson Strong Tie Co. Simpson Strong Tie Co. STL Steel Steel T&B Top and Bottom Top and Bottom TCX Top Chord Extension Top Chord Extension T.O. Top of Top of TOB Top of Beam Top of Beam TOF Top of Footing Top of Footing TOL Top of Ledge Top of Ledge TOM Top of Masonry Top of Masonry TOS Top of Steel Top of Steel TOW Top of Wall Top of Wall TYP Typical Typical UNO Unless Noted Otherwise Unless Noted Otherwise VERT Vertical Vertical w/ With With w/o Without Without WF Wall Footing Wall Footing WP Working Point Working Point WWF Welded Wire FabricWelded Wire Fabric

AutoCAD SHX Text AB Anchor Bolt/Column Anchor Rod Anchor Bolt/Column Anchor Rod A/E Architect/Engineer Architect/Engineer AESS Architecturally Exposed Architecturally Exposed Structural Steel AFF Above Finished Floor Above Finished Floor ALT Alternate Alternate AP Anchor Plate Anchor Plate ARCH Architectural Architectural B.O. Bottom of Bottom of BB Bond Beam Bond Beam BFF Below Finished Floor Below Finished Floor BL Brick Ledge Brick Ledge BM Beam Beam BP Bearing Plate Bearing Plate BRG Bearing Bearing BT Bent Bent < Centerline Centerline CANT Cantilever Cantilever C/C Center-to-Center Center-to-Center CBP Column Base Plate Column Base Plate CJP Complete Joint Penetration Weld Complete Joint Penetration Weld CJ Construction Joint Construction Joint CJ Contraction Joint Contraction Joint CJ Control Joint Control Joint CLR Clear Clear CMU Concrete Masonry Unit Concrete Masonry Unit COL Column Column CONC Concrete Concrete CONN Connection, Connect Connection, Connect CONT Continuous Continuous COORD Coordinate Coordinate DBE Deck Bearing Elevation Deck Bearing Elevation DA Deck Angle Deck Angle DB Deck Bar Deck Bar DIA, ~ Diameter Diameter DP Deck Plate Deck Plate DWG Drawing(s) Drawing(s) EA Each Each EF Each Face Each Face EL Elevation Elevation EQ Equal Equal ES Each Side Each Side EW Each Way Each Way EX Existing Existing EXP Expansion Expansion EXT Exterior Exterior FD Floor Drain Floor Drain FF Finished Floor Finished Floor FFE Finished Floor Elevation Finished Floor Elevation FDN Foundation Foundation FP Foundation Pier Foundation Pier FS Far Side Far Side FTG, F Footing Footing FV Field Verify Field Verify GA Gauge Gauge GALV Galvanized Galvanized GB Grade Beam Grade Beam GS Grout Solid Grout Solid GT Girder Truss Girder Truss HD Hold Down Anchor Hold Down Anchor HORZ Horizontal Horizontal HP High Point High Point HS Headed Stud Headed Stud HT HeightHeight

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%%USTRUCTURAL ABBREVIATION INDEX

AutoCAD SHX Text GENERAL STRUCTURAL NOTES 1. All work shall be performed in accordance with the contract documents. In All work shall be performed in accordance with the contract documents. In case of a conflict within the contract documents, the more stringent condition shall govern, unless directed otherwise by the engineer of record. Prior to implementation, any discrepancies shall be reported to the architect for clarification. 2. In the event that certain details of construction are not indicated or noted In the event that certain details of construction are not indicated or noted in the drawings, details for similar conditions that are indicated or noted shall be utilized, subject to the structural engineer's approval. 3. Openings and penetrations through structural elements, and items embedded Openings and penetrations through structural elements, and items embedded in structural elements that are not indicated in the structural drawings shall be reviewed by the structural engineer prior to fabrication, erection and/or construction. 4. Materials or equipment shall not be placed on unfinished floors or roofs in Materials or equipment shall not be placed on unfinished floors or roofs in excess of 20 psf nor on finished floors in excess of the design live loads which are indicated in the structural drawings. Impact loading shall be avoided. 5. The structure has been designed for the in-service loads only. The The structure has been designed for the in-service loads only. The methods, procedures and sequences of construction are the responsibility of the contractor. Contractor shall take all necessary precautions to maintain and ensure the integrity of the structure at all stages of construction. Contractor shall immediately notify the structural engineer of any condition which, in his opinion, might endanger the stability of the structure or cause distress in the structure. 6. All existing conditions and all related dimensions indicated in the contract All existing conditions and all related dimensions indicated in the contract documents shall be field verified prior to fabrication, erection and/or construction. Any condition that differs from that indicated in the contract documents shall be submitted to the architect for review prior to fabrication, erection and/or construction. 7. Provide special inspection in accordance with chapter 17 of the International Provide special inspection in accordance with chapter 17 of the International Building Code and with project specifications. In addition, the following categories of work shall require special inspection: - All post installed expansion or adhesive anchors. - Embeds. - All shop and field welding. - All bolted connections. 8. Post installed anchors shall be the specific product indicated. Where Post installed anchors shall be the specific product indicated. Where product substitutions are desired, they shall be submitted to engineer for review & approval a minimum of 2 weeks prior to planned installation. Adhesive anchors shall be installed using products that are approved by the supplier for all temperature considerations. Installation shall be in accordance with suppliers published installation instructions.

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VERTICAL BARS AND HORIZONTAL BOTTOM BARS- UNCOATED

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BAR SIZE

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BAR SIZE

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AutoCAD SHX Text NOTES: 1. HORIZONTAL BOTTOM BARS ARE HORIZONTAL BARS SO PLACED THAT 12" HORIZONTAL BOTTOM BARS ARE HORIZONTAL BARS SO PLACED THAT 12" OR LESS OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE DEVELOPMENT LENGTH OR SPLICE. 2. HORIZONTAL TOP BARS ARE HORIZONTAL BARS SO PLACED THAT MORE HORIZONTAL TOP BARS ARE HORIZONTAL BARS SO PLACED THAT MORE THAN 12" OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE DEVELOPMENT LENGTH OR SPLICE. 3. CASE 1: CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED NOT CASE 1: CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED NOT LESS THAN d , CLEAR COVER NOT LESS THAN d , AND STIRRUPS OR b, CLEAR COVER NOT LESS THAN d , AND STIRRUPS OR b, AND STIRRUPS OR TIES THROUGHOUT ℓ NOT LESS THAN THE CODE MINIMUM OR CLEAR d NOT LESS THAN THE CODE MINIMUM OR CLEAR OR CLEAR CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED NOT LESS THAN 2d bAND CLEAR COVER NOT LESS THAN d . b. 4. CASE 2: OTHER CASES.CASE 2: OTHER CASES.

AutoCAD SHX Text GENERAL FOUNDATION AND CONCRETE NOTES 1. A registered geotechnical engineer shall be retained to confirm that the soils A registered geotechnical engineer shall be retained to confirm that the soils at the site are capable of the design soil bearing pressure. The contractor shall implement all requirements and recommendations of the geotechnical engineer. 2. Fill material shall be thoroughly compacted prior to placement of concrete. Fill material shall be thoroughly compacted prior to placement of concrete. Fill under all slabs on grade shall be as recommended in the geotechnical report. If there is no geotechnical report, a minimum of 6" of well draining granular material shall be placed under all slabs on grade (UNO elsewhere in the construction documents). 3. Unless otherwise noted, a 10 mil, ASTM E 1745 Class A vapor retarder, with Unless otherwise noted, a 10 mil, ASTM E 1745 Class A vapor retarder, with a permeability rate of 0.30 perms or lower, shall be placed under all slabs on grade after under floor work and compaction is complete. Seal all laps and penetrations. Turn up vapor barrier against wall at all slab edges. 4. All slabs on grade shall have contraction or construction joints at a All slabs on grade shall have contraction or construction joints at a maximum spacing of 24 times the slab thickness (spacing need not be less than 10'-0") each way, except as noted on the drawings. Maintain an aspect ratio of not more than 1.5. Coordinate joint locations with joints in flooring materials, such as tile, and with changes in floor finish material. Refer to details and specifications for additional information regarding slab joints. 5. Provide diagonal reinforcing (across each corner) of openings in foundation Provide diagonal reinforcing (across each corner) of openings in foundation walls and slabs as follows: (1)-#4 x 44" for each 4" of concrete thickness. 6. Coordinate finish of all foundation work, including slabs on grade, with Coordinate finish of all foundation work, including slabs on grade, with architectural and flooring supplier's requirements. 7. Lap all reinforcing as indicated in "Reinforcement Development and Lap Lap all reinforcing as indicated in "Reinforcement Development and Lap Splice Lengths" schedule. Provide corner bars for all horizontal reinforcing. Provide dowels from footing equal in size and number to vertical wall or pier reinforcing (UNO). 8. Cover for reinforcing shall be in accordance with ACI-318. Cover for reinforcing shall be in accordance with ACI-318. 9. All exposed edges of concrete piers, beams, and walls shall be chamfered [" All exposed edges of concrete piers, beams, and walls shall be chamfered [" x 45 degrees. 10. Provide beam pockets in foundation walls where needed. Fill pockets with Provide beam pockets in foundation walls where needed. Fill pockets with concrete after beams are set. 11. Grade beams and walls that retain earth on both sides shall be backfilled on Grade beams and walls that retain earth on both sides shall be backfilled on both sides simultaneously. 12. Do not backfill earth retaining walls until concrete has reached 75% of its Do not backfill earth retaining walls until concrete has reached 75% of its required 28 day strength, and all bracing elements are in place (lower and upper floors). 13. Coordinate placement of column anchor rods with foundation reinforcing. All Coordinate placement of column anchor rods with foundation reinforcing. All column anchor rods shall be installed using templates and setting drawings. No tilted or misplaced bolts will be accepted. Notify Architect/Engineer for approval of any corrective action. Tolerances for the installation of the anchor bolts shall be in accordance with AISC "Code of Standard Practice" guidelines. 14. Welded wire fabric shall conform to ASTM A185. Wire fabric reinforcement Welded wire fabric shall conform to ASTM A185. Wire fabric reinforcement must lap one full mesh plus 2" at side and end laps, but not less than 6", and shall be wire tied together. 15. Anchors for embedded plates shall be as shown on the drawings. Headed Anchors for embedded plates shall be as shown on the drawings. Headed studs shall conform to ASTM A108 with 60,000psi minimum tensile strength. Reinforcing bars to be welded to plates shall be ASTM A615 Grade 40 or ASTM A706 Grade 60. 16. Refer to "General Structural Notes" for information regarding special Refer to "General Structural Notes" for information regarding special inspections and installation of post installed anchors.

AutoCAD SHX Text CONCRETE SPECIFICATION NOTES 1. All concrete shall be done in accordance with ACI 117, 211, 301, 302, 304, All concrete shall be done in accordance with ACI 117, 211, 301, 302, 304, 305, 306, 311, 315, 318 and 347 requirements, and as stated on contract documents. 2. Provide submittals for Product Data, Design Mixes, Steel Reinforcement Shop Provide submittals for Product Data, Design Mixes, Steel Reinforcement Shop Drawings, Material Test Reports, and Material Certifications. 3. All exposed exterior concrete retaining and foundation walls shall be All exposed exterior concrete retaining and foundation walls shall be considered to have an Architecturally exposed class "A" finish, in accordance with ACI 347. Finish concrete walls as directed by Architect. 4. Testing of concrete shall be done for each 100 cu. yd. or fraction thereof, Testing of concrete shall be done for each 100 cu. yd. or fraction thereof, and shall include but is not limited to slump, air content concrete temperature, unit weight, and compressive strength. All testing shall follow ASTM standards. 5. Admixtures shall contain no more than 0.1 percent water-soluble chloride Admixtures shall contain no more than 0.1 percent water-soluble chloride ions by mass of cementitious material. Do not use admixtures containing calcium chloride. a. Water-Reducing Admixture: ASTM C494, Type A Water-Reducing Admixture: ASTM C494, Type A b. High-Range, Water-Reducing Admixture: ASTM C494, Type F High-Range, Water-Reducing Admixture: ASTM C494, Type F c. Water-Reducing and Accelerating Admixture: ASTM C494, Type E Water-Reducing and Accelerating Admixture: ASTM C494, Type E d. Water-Reducing and Retarding Admixture: ASTM C494, Type D Water-Reducing and Retarding Admixture: ASTM C494, Type D e. Air-Entraining Admixture: ASTM C260 Air-Entraining Admixture: ASTM C260 6. Repair and patch defective areas as directed by Architect.Repair and patch defective areas as directed by Architect.

AutoCAD SHX Text ENGINEERING DATA Design soil bearing pressure 2,000 psf (assumed) 2,000 psf (assumed) Design stresses Concrete Footings and Foundations f'c = 3500 psi f'c = 3500 psi Grade slabs f'c = 3500 psi f'c = 3500 psi Exterior concrete (6% air) f'c = 4000 psi f'c = 4000 psi Reinforcing steel Fy = 60000 psi Fy = 60000 psi Steel W shapes Fy = 50000 psi Fy = 50000 psi Tube shapes (A500) Fy = 46000 psi Fy = 46000 psi All other shapes Fy = 36000 psi Fy = 36000 psi Structural bolts ASTM A325 ASTM A325 Anchor bolts/Column anchor rods ASTM F 1554 - Grade 55 ASTM F 1554 - Grade 55 Welding electrode E70XX E70XX Masonry CMU f'm = 1500 psi f'm = 1500 psi Lumber Dimension lumber (SPF #2 or better) Fb = 850 psi Fb = 850 psi Fv = 135 psi Fc = 1150 psi Dimension lumber (SYP S.S.) Fb = 2400 psi Fb = 2400 psi Fv = 225 psi Fv = 225 psi E = 1250 ksi Engineered lumber (LVL) Fb = 2600 psi Fb = 2600 psi Fv = 285 psi Fv = 285 psi E = 1900 ksi Engineered lumber (LSL) Fb = 2600 psi Fb = 2600 psi Fv = 400 psi Fv = 400 psi E = 1700 ksi Engineered lumber (PSL) Fb = 2900 psi Fb = 2900 psi Fv = 290 psi Fv = 290 psi E = 2000 ksi Structural design requirements Roof snow load Ground snow load (Pg) 60 psf 60 psf Flat roof snow load (Pf) 47 psf + 47 psf + drift or unbalanced Snow exposure (Ce) 1.0 1.0 Snow load importance factor (I) 1.0 1.0 Thermal factor (Ct) 1.1 1.1 Wind Load Basic wind speed (3 sec) 90 mph 90 mph Wind importance factor (I) 1.0 1.0 Wind exposure C C Internal pressure coeff (GCpi) 0.18 0.18 Components & cladding (varies) Wall design pressure 24 psf 24 psf Earthquake Seismic importance factor, Ie 1.0 1.0 Spectral response Ss = 0.0.63 Ss = 0.0.63 S1 = 0.033 SDs = 0.067 SD1 = 0.052 Site class D (assumed) D (assumed) Seismic design category A A Basic seismic force resisting system: Light Framed Shear walls R = 3.5 R = 3.5 Seismic response coefficient Cs 0.041 0.041 Response Modification Factor R as noted above as noted above Analysis Procedure "Equivalent lateral force" "Equivalent lateral force" Specific Design Loads Roof dead loads Asphalt Shingles 4 4 Insulation 2 2 Trusses 3 3 Ceiling 3 3 M/E/P 3 3 Misc 2 2 17 psf Total Roof truss design loads Bottom chord dead load 10 psf 10 psf Top chord dead load 10 psf 10 psf Top chord snow load: Balanced 47 psf balanced 47 psf balanced Unbalanced (see Fig 7-5 of ASCE 7-05) Windward 15 psf 15 psf Leeward 36 psf from eave to 36 psf from eave to 10' from ridge Leeward ridge 63 psf for 10' of width 63 psf for 10' of width measured from ridge Design codes General Building Code Michigan Building Code Michigan Building Code (MBC) 2015 (MBC) 2015 Concrete ACI 318 ACI 318 Steel AISC 360 AISC 360 Masonry ACI 530/ TMS 402 ACI 530/ TMS 402 Wood NDS NDS

AutoCAD SHX Text CONCRETE MIX GUIDELINES Footings and Foundations f'c 3500 psi (Min) 3500 psi (Min) Slump 4 inch ; 1 inch 4 inch ; 1 inch Large Aggregate 1 inch 1 inch 4" Slabs-on-grade - Interior Water/Cement Ratio 0.45 (this must be held: Note 3) 0.45 (this must be held: Note 3) Slump 3 inch ; 1 inch 3 inch ; 1 inch Large Aggregate 1 inch 1 inch f'c 3500 psi (Minimum) 3500 psi (Minimum) Fibrous Reinforcing 1-1/2 lb/yd 1-1/2 lb/yd Exterior Concrete f'c 4000 psi 4000 psi Cementitious Material (Min) 564 lbs/yd 564 lbs/yd Slump 3 inch ; 1 inch 3 inch ; 1 inch Large Aggregate 1 inch (Crushed Limestone) 1 inch (Crushed Limestone) Air 6% +or- 1% 6% +or- 1% 1. In footings and foundation concrete 25% flyash or 30% ground blast furnace In footings and foundation concrete 25% flyash or 30% ground blast furnace slag is acceptable. A minimum of 30% ground blast furnace slag is recommended for interior slabs. 2. Aggregates shall be clean uniformly graded from coarse to fine. Aggregates shall be clean uniformly graded from coarse to fine. 3. Water-reducing admixtures may be used to maintain water/cement ratio Water-reducing admixtures may be used to maintain water/cement ratio AND workability- note that this may affect finishing procedures. 4. Coordinate admixtures and curing measures to be compatible with flooring Coordinate admixtures and curing measures to be compatible with flooring materials and adhesives.

AutoCAD SHX Text NAILING SCHEDULE ELEMENT NAIL SIZE NUMBER & LOCATION NAIL SIZE NUMBER & LOCATION NUMBER & LOCATION STUD TO SOLE PLATE 16d 4 TOE NAIL OR 16d 4 TOE NAIL OR 4 TOE NAIL OR 2 DIRECT NAIL STUD TO CAP PLATE 16d 2 TOE NAIL OR 16d 2 TOE NAIL OR 2 TOE NAIL OR 2 DIRECT NAIL DOUBLE STUDS 10d 12" OC DIRECT 10d 12" OC DIRECT 12" OC DIRECT CORNER STUDS 16d 24" OC DIRECT 16d 24" OC DIRECT 24" OC DIRECT DOUBLE CAP PLATE 10d 16" OC DIRECT 10d 16" OC DIRECT 16" OC DIRECT HEADER TO TRIMMERS 16d 3 EACH END 16d 3 EACH END 3 EACH END TRUSS TO PLATE ANCHOR TYPICAL TRUSS 24" SPACING SST H10, UNO 1 EACH TRUSS BRG POINT SST H10, UNO 1 EACH TRUSS BRG POINT 1 EACH TRUSS BRG POINT 48" SPACING SST LGT2, UNO 1 EACH TRUSS BRG POINT SST LGT2, UNO 1 EACH TRUSS BRG POINT 1 EACH TRUSS BRG POINT GIRDER TRUSS SST LGT, UNO 1 EACH TRUSS BRG POINT SST LGT, UNO 1 EACH TRUSS BRG POINT 1 EACH TRUSS BRG POINT ROOF SHEATHING 8d 6" OC DIRECT EDGES AND 8d 6" OC DIRECT EDGES AND 6" OC DIRECT EDGES AND 12" OC INTERMEDIATE WALL SHEATHING 8d 6" OC ALL EDGES AND 8d 6" OC ALL EDGES AND 6" OC ALL EDGES AND 12" OC INTERMEDIATE (Refer to shearwall schedule for additional requirements) FLOOR SHEATHING 8d 6" OC ALL EDGES AND 8d 6" OC ALL EDGES AND 6" OC ALL EDGES AND 12" OC INTERMEDIATE This schedule is a minimum nailing requirement. See specifications, drawings, and MBC Table 2304.9.1 for possible higher requirements.

AutoCAD SHX Text SHOP FABRICATED WOOD TRUSS NOTES 1. Metal plate connected wood trusses shall conform to the specifications of Metal plate connected wood trusses shall conform to the specifications of The Truss Plate Institute (TPI), American Forest Products Association (AFPA), and National Design Standard (NDS) specifications. All connector plates shall be galvanized. All material used in wood trusses shall be #2 or better. 2. Trusses and connections shall be designed to support the superimposed Trusses and connections shall be designed to support the superimposed loads or forces indicated on the drawings with a maximum live load deflection of L/360 at roof trusses and L/480 at floor trusses.