09.19.2025_Maurice DeMuynck PS REPAIRS- PLANS_FOR BID.pdf

PDF 20 MB Posted Sep 19, 2025

Attached to: Maurice DeMuynck Pump Station Phase II Pump Station Repairs
Solicitation number: RFP-2025-DPS-112
Issued by: Macomb County, Cheboygan City, Michigan

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Written by GovTribe AI · Sep 24, 2025

These are architectural, engineering, and construction (AEC) design drawings for the Maurice DeMuynck Anchor Bay Phase II Pump Station Repairs project for Chesterfield Township in Macomb County, Michigan. The project involves comprehensive repairs and upgrades to an existing pump station, including demolition and replacement of mechanical, electrical, plumbing, and structural components. The design documents, prepared by OHM Advisors, detail the replacement of existing diesel engines, vertical axial flow pumps, electrical systems, and associated infrastructure. The project scope includes removing and inspecting existing equipment, installing new diesel engines and pumps, upgrading electrical and control systems, and making necessary concrete and structural repairs.

The project will involve upgrading the pump station's critical infrastructure with modern equipment, including a new vertical axial pump #3, a new diesel engine #1, updated electrical and control systems, and SCADA upgrades for system monitoring and control. The drawings indicate provisions for equipment removal, inspection, potential repairs, and reinstallation, with careful coordination required to maintain operational continuity. The project is funded through municipal infrastructure improvement channels, with design specifications adhering to current Michigan building codes, electrical standards, and engineering best practices. The comprehensive set of drawings covers architectural, structural, mechanical, electrical, and process-related aspects of the pump station renovation.

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DRAWING INDEX

SHEET NAME 01

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GENERAL

G-000 COVER & DRAWING INDEX •

CIVIL

C-001 SITE PLAN •

ARCHITECTURAL

A-001 ARCHITECTURAL LEGEND & GENERAL INFORMATION •

AD101 DEMOLITON FLOOR PLANS •

AD102 ROOF DEMOLITION PLAN •

A-101 GROUND & SECOND LEVEL FLOOR PLAN •

A-111 ROOF PLAN •

A-201 ELEVATIONS •

A-301 SECTIONS, DETAILS AND DOOR SCHEDULE •

STRUCTURAL

S-001 GENERAL STRUCTURAL NOTES A •

S-002 GENERAL STRUCTURAL NOTES B •

SC-101 CONCRETE REPAIR PLAN A •

SC-102 CONCRETE REPAIR PLAN B •

PLUMBING

P-001 PLUMBING NOTES & SYMBOLS •

PD-101 PLUMBING DEMOLITION PLAN •

P-101 PLUMBING PLAN •

PROCESS

D-001 PROCESS NOTES, ABBREVIATIONS, STANDARD SYMBOLS •

DD101 SECOND LEVEL EQUIPMENT DEMOLITION PLAN •

D-101 SECOND LEVEL EQUIPMENT PLAN •

ELECTRICAL

E-001 ELECTRICAL NOTES AND SYMBOLS •

ED101 LOWER LEVEL DEMOLITION PLAN •

ED102 SECOND LEVEL ELECTRICAL DEMOLITION PLAN •

ED501 ELECTRICAL DEMOLITION DETAILS •

E-101 SECOND LEVEL ELECTRICAL PLAN •

EL101 LOWER LEVEL LIGHTING PLAN •

E-501 ELECTRICAL DETAILS •

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PERMIT SUBMISSIONS

APPLICATION

DATE PERMITS APPROVAL DATE

[YYYY/MM/DD] [PERMIT APPLIED FOR] [YYYY/MM/DD]

Advancing Communities

GENERAL PROVISIONS

THE IMPROVEMENTS COVERED BY THESE PLANS SHALL BE DONE IN ACCORDANCE WITH

THE PROPOSAL AND ACCOMPANYING SPECIFICATIONS FOR THIS PROJECT INCLUDING

THE 2020 MICHIGAN DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR

CONSTRUCTION, 2011 MICHIGAN MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, AND

THE MICHIGAN DEPARTMENT OF TRANSPORTATION LOCAL AGENCY PROGRAMS

GUIDELINES FOR GEOMETRICS DATED 7-24-2017.

THE LOCATION OF ALL PUBLIC UTILITIES SHOWN ON THESE PLANS IS TAKEN FROM

THE BEST AVAILABLE DATA. CHESTERFIELD TOWNSHIP WILL NOT BE RESPONSIBLE

FOR ANY OMISSION OR VARIATION FROM THE LOCATIONS SHOWN. PURSUANT TO

ACTS 173 & 174 OF THE P.A. OF 2013, AS A CONDITION OF THIS CONTRACT, NOTICE

SHALL BE GIVEN TO MISS DIG PRIOR TO UNDERGROUND WORK TO BE PERFORMED IN

ACCORDANCE WITH THIS CONTRACT, PHONE (800) 482-7171 (OR 811). UTILITY SERVICE

CONNECTIONS ARE NOT SHOWN ON THE PLANS AND ARE NOT THE RESPONSIBILITY

OF CHESTERFIELD TOWNSHIP.

THE ELEVATIONS SHOWN ON THESE PLANS ARE BASED ON NAVD 1988

VERTICAL DATUM.

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MACOMB COUNTY, MICHIGAN

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CHARTER TOWNSHIP OF CHESTERFIELD

AutoCAD SHX Text MAURICE DeMUYNCK ANCHOR BAY PUMP STATION PHASE II PUMP STATION REPAIRS RFP-2025-DPS-112

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PROJECT NO.

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SHEET NO.

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REMINGTON KOCH

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REVISIONS

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PREPARED UNDER THE SUPERVISION OF:

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AutoCAD SHX Text http://www.ohm-eng.com AutoCAD SHX Text CONTRACT FOR: REPAIR, REPLACEMENT, AND INSTALLATION OF PUMPS AND MOTORS AT MAURICE DEMUYNCK ANCHOR BAY PUMP STATION.

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2365 PONTIAC ROAD SUITE 201 AUBURN HILLS, MI 48326 T: 248.751.3100

AutoCAD SHX Text 9/19/2025

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PROJECT AREA

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PROJECT PARTIALLY FUNDED WITH EPA GRANT NO. 00E03720

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%%ULOCATION MAP

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CHESTERFIELD TOWNSHIP ELECTED OFFICIALS

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BRADLEY KERSTEN

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SUPERVISOR

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CLERK

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HANK ANDERSON

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PAMELA HORNBERGER

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KATHY VOSBURG

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TRUSTEES

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KATHY ELLIOTT

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TREASURER

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DAVID JOSEPH

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CINDY BERRY

feetGRAPHIC SCALE: FULL feetHALF

60402010

PRELIM

INARY - N

FOR CONSTRUCTIO

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U.G. ELEC (PRIMARY)

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U.G. ELEC

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U.G. TELE (AT&T)

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18" SAN

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12" STM

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18" SAN

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18" SAN

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18" SAN

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18" SAN

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24" STM

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PUMP STATION

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6" SAN

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68" X 106" STM

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68" X 106" STM

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24" STM

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DIRT

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CHAIN-LINK FENCE

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43" X 68" STM

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43" X 68" STM

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68" X 106" STM

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16" SAN FM

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16" SAN FM

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DITCH

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43" X 68" STM

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48437 JEFFERSON AVE

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48447 JEFFERSON AVE

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48479 JEFFERSON AVE

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48459 JEFFERSON AVE

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O.H. ELEC

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O.H. ELEC

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O.H. ELEC

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SB #1

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JEFFERSON AVENUE

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RJK

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AVAILABLE AREA STAGING

SITE PLAN

PLAN SYMBOLS

ABBREVIATIONS MATERIAL SYMBOLS

DETAIL TITLE2

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AutoCAD SHX Text @ AT AT AB ANCHOR BOLT ANCHOR BOLT ABV ABOVE ABOVE A/C AIR CONDITIONING AIR CONDITIONING ACC ACCESSIBLE ACCESSIBLE ACT ACOUSTICAL CEILING TILE ACOUSTICAL CEILING TILE ADJ ADJACENT OR ADJACENT OR ADJUSTABLE ADDL ADDITIONAL ADDITIONAL ADMIN ADMINISTRATION ADMINISTRATION AFF ABOVE FINISHED FLOOR ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT AIR HANDLING UNIT ALT ALTERNATIVE ALTERNATIVE ALUM ALUMINUM ALUMINUM AP ACCESS PANEL ACCESS PANEL ARCHARCHITECTURAL/ARCHITECT ASS'Y ASSEMBLYASSEMBLY

AutoCAD SHX Text BBD BULLETIN BOARD BULLETIN BOARD BBR BASEBOARD RADIATION BASEBOARD RADIATION BD BOARD BOARD BLDG BUILDING BUILDING BLKG BLOCKING BLOCKING BLKT BLANKET BLANKET BM BEAM BEAM B.M. BENCHMARK BENCHMARK BOT BOTTOM BOTTOM BRG BEARING BEARING BRK BRICK BRICK BRKT BRACKET BRACKET BS BOTH SIDES BOTH SIDES BSMT BASEMENTBASEMENT

AutoCAD SHX Text CAB CABINET CABINET CEM CEMENT CEMENT CER CERAMIC CERAMIC CI CAST IRON CAST IRON CIP CAST-IN-PLACE CAST-IN-PLACE CJ CONSTRUCTION JOINT CONSTRUCTION JOINT CJT CONTROL JOINT CONTROL JOINT CKBD CHALKBOARD CHALKBOARD CL CENTER LINE CENTER LINE CLG CEILING CEILING CLOS CLOSET CLOSET CLR CLEAR CLEAR CMT CERAMIC MOSAIC TILE CERAMIC MOSAIC TILE CMU CONCRETE MASONRY UNIT CONCRETE MASONRY UNIT COL COLUMN COLUMN COMP COMPUTER COMPUTER CONC CONCRETE CONCRETE CONF CONFERENCE CONFERENCE CONST CONSTRUCTION CONSTRUCTION CONT CONTINUOUS CONTINUOUS CONV CONVECTOR CONVECTOR CORR CORRIDOR CORRIDOR COV COVER COVER CPT CARPET CARPET CRS COURSE COURSE CT CERAMIC TILE CERAMIC TILE CTR COUNTER COUNTER CUH CABINET UNIT HEATERCABINET UNIT HEATER

AutoCAD SHX Text DBL DOUBLE DOUBLE DET DETAIL DETAIL DF DRINKING FOUNTAIN DRINKING FOUNTAIN DIA or DIAMETER DIAG DIAGRAM DIAGRAM DIM DIMENSION DIMENSION DIR DIRECTORY DIRECTORY DN DOWN DOWN DR DOOR DOOR DS DOWNSPOUT DOWNSPOUT DWG DRAWINGDRAWING

AutoCAD SHX Text E EAST EAST EA EACH EACH EC ELECTRICAL CONTRACTOR ELECTRICAL CONTRACTOR EF EXHAUST FAN EXHAUST FAN EIFS EXTERIOR INSULATION FINISH EXTERIOR INSULATION FINISH SYSTEM EJ EXPANSION JOINT EXPANSION JOINT EL ELEVATION ELEVATION ELEC ELECTRICAL ELECTRICAL ELEV ELEVATOR / ELEVATION ELEVATOR / ELEVATION EMER EMERGENCY EMERGENCY ENT ENTRANCE ENTRANCE EPDM ETHYLENE PROPYLENE DIENE ETHYLENE PROPYLENE DIENE MONOMER EQ EQUAL EQUAL EQUIP EQUIPMENT EQUIPMENT EW EACH WAY EACH WAY EWC ELECTRIC WATER COOLER ELECTRIC WATER COOLER EX EXISTING EXISTING EXP EXPANSION / EXPOSED EXPANSION / EXPOSED EXP STR EXPOSED STRUCTURE EXPOSED STRUCTURE EXT EXTERIOR EXTERIOR

AutoCAD SHX Text FA FIRE ALARM FIRE ALARM FAI FRESH AIR INTAKE FRESH AIR INTAKE FD FLOOR DRAIN FLOOR DRAIN FDN FOUNDATION FOUNDATION FE FIRE EXTINGUISHER & WALL BRACKET FIRE EXTINGUISHER & WALL BRACKET FEC FIRE EXTINGUISHER & CABINET FIRE EXTINGUISHER & CABINET FF FINISH FLOOR FINISH FLOOR FH FULL HEIGHT FULL HEIGHT FIN FINISH / FINISHED FINISH / FINISHED FIN GR FINISH GRADE FINISH GRADE FL FLOOR FLOOR FLR FLOOR / FLOORING FLOOR / FLOORING FLSHG FLASHING FLASHING FR FRAME FRAME FRP FIBER GLASS REINFORCED PLASTIC FIBER GLASS REINFORCED PLASTIC FRT FIRE TREATED FIRE TREATED FT FOOT OR FEET FOOT OR FEET FTG FOOTING FOOTING FUR FURRING FURRING FWW FLEXIBLE WOOD WALLCOVERINGFLEXIBLE WOOD WALLCOVERING

AutoCAD SHX Text GA GAUGE GAUGE GAL GALLON GALLON GALV GALVANIZED GALVANIZED GC GENERAL CONTRACTOR GENERAL CONTRACTOR GEN GENERATOR GENERATOR GEN'L GENERAL GENERAL GRFC GLASS FIBER REINFORCED GLASS FIBER REINFORCED CONCRETE GL GLASS GLASS GND GROUND GROUND GPBD GYPSUM BOARD GYPSUM BOARD GRH GRAVITY RELIEF HOOD GRAVITY RELIEF HOOD GYP GYPSUMGYPSUM

AutoCAD SHX Text H HIGH HIGH HB HOSE BIB HOSE BIB HC HANDICAPPED HANDICAPPED HD HEAD HEAD HDBD HARD BOARD HARD BOARD HDWR HARDWARE HARDWARE HEX HEXAGONAL HEXAGONAL HM HOLLOW METAL HOLLOW METAL HORIZ HORIZONTAL HORIZONTAL HP HIGH POINT HIGH POINT HT HEIGHT HEIGHT HTG HEATING HEATING HTR HEATER HEATER HVAC HEATING/VENTILATING/AIR CONDITIONING HEATING/VENTILATING/AIR CONDITIONING HW HOT WATERHOT WATER

AutoCAD SHX Text ID INSIDE INSIDE DIMENSION IN INCHES INCHES INCL INCLUDE (ING) INCLUDE (ING) INSTR INSTRUMENT INSTRUMENT INSUL INSULATION INSULATION INT INTERIORINTERIOR

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JAN JANITOR JANITOR JC JANITOR JANITOR CLOSET JST JOIST JOIST JT JOINTJOINT

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KD KNOCKDOWN KNOCKDOWN KO KNOCKOUT KNOCKOUT KP KICK PLATEKICK PLATE

AutoCAD SHX Text LAB LABORATORY LABORATORY LAM LAMINATED LAMINATED LAV LAVATORY LAVATORY LB POUND POUND LBL LABEL LABEL LLH LONG LEG HORIZONTAL LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LONG LEG VERTICAL LP LOW POINT LOW POINT LT LIGHT LIGHT LTG LIGHTING LIGHTING LVR LOUVERLOUVER

AutoCAD SHX Text M MEN MEN MACH MACHINE MACHINE MATL MATERIAL MATERIAL MAX MAXIMUM MAXIMUM MCB METAL CORNER BEAD METAL CORNER BEAD MECH MECHANICAL MECHANICAL MEP MECHANICAL / ELECTRICAL / PLUMBING MECHANICAL / ELECTRICAL / PLUMBING MET METAL METAL MFR MANUFACTURER MANUFACTURER MIN MINIMUM MINIMUM MIR MIRROR MIRROR MISC MISCELLANEOUS MISCELLANEOUS MKBD MARKERBOARD MARKERBOARD MO MASONRY OPENING MASONRY OPENING MTD MOUNTED MOUNTED MTG HT MOUNTING HEIGHT MOUNTING HEIGHT MTL MATERIALMATERIAL

AutoCAD SHX Text N NORTH NORTH NA NOT APPLICABLE NOT APPLICABLE NIC NOT IN CONTRACT NOT IN CONTRACT NO NUMBER NUMBER NOM NOMINAL NOMINAL NTS NOT TO SCALENOT TO SCALE

AutoCAD SHX Text OA OVERALL OVERALL OC ON CENTER ON CENTER OD OUTSIDE DIAMETER OUTSIDE DIAMETER OFC OFFICE OFFICE OFCI OWNER FURN. / CONTR OWNER FURN. / CONTR INST. OFOI OWNER FURN. / OWNER OWNER FURN. / OWNER INST. OFRD OVERFLOW ROOF DRAIN OVERFLOW ROOF DRAIN OPG OPENING OPENING OPP OPPOSITEOPPOSITE

AutoCAD SHX Text P POLE POLE PC PRE-CAST PRE-CAST PERF PERFORATED PERFORATED PL PLATE PLATE PLAM PLASTIC LAMINATE PLASTIC LAMINATE PLAS PLASTER PLASTER PLST PLASTIC PLASTIC PLYWD PLYWOOD PLYWOOD PMJF PRE-MOLDED JOINT FILLER PRE-MOLDED JOINT FILLER PNL PANEL PANEL PNT PAINT PAINT POLY POLYETHELENE POLYETHELENE PR PAIR PAIR PREFIN PRE-FINISHED PRE-FINISHED PREP PREPERATION PREPERATION PT PRESSURE TREATED PRESSURE TREATED PTL PORCELAIN TILE PORCELAIN TILE PTN PARTITION PARTITION PVT PAVER TILEPAVER TILE

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QT QUARRY TILE QUARRY TILE QTY QUANTITYQUANTITY

AutoCAD SHX Text R RISER RISER RAD RADIUS RADIUS RCP REFLECTED CEILING PLAN REFLECTED CEILING PLAN RD ROOF DRAIN ROOF DRAIN REF REFERENCE REFERENCE REINF REINFORCE (ING) REINFORCE (ING) REM REMOVABLE REMOVABLE RESIL RESILIENT RESILIENT REQ REQUIRED REQUIRED RFG ROOFING ROOFING RFL RESILIENT FLOOR RESILIENT FLOOR RGH ROUGH ROUGH RGH DI ROUGH DIMENSION ROUGH DIMENSION RM ROOM ROOM RO ROUGH OPENING ROUGH OPENING RS ROUGH SAWN ROUGH SAWN RV ROOF VENTROOF VENT

AutoCAD SHX Text S SOUTH SOUTH SAF SPRAY ACOUSTICAL FINISH SPRAY ACOUSTICAL FINISH SAP SUSPENDED ACOUSTIC PANEL SUSPENDED ACOUSTIC PANEL SCHED SCHEDULE SCHEDULE SCHEM SCHEMATIC SCHEMATIC SCT SUSPENDED CEILING TILE SUSPENDED CEILING TILE SD STORM DRAIN STORM DRAIN SECT SECTION SECTION SEF SEAMLESS EPOXY FLOORING SEAMLESS EPOXY FLOORING SF SUPPLY FAN SUPPLY FAN SF SQUARE FEET SQUARE FEET SH SHELF (SHELVES) SHELF (SHELVES) SHO SHOWER SHOWER SHT SHEET SHEET SHTHG SHEATHING SHEATHING SIM SIMILAR SIMILAR SPEC SPECIFICATION (S) SPECIFICATION (S) SQ SQUARE SQUARE SS SERVICE SINK SERVICE SINK S STL STAINLESS STEEL STAINLESS STEEL STD STANDARD STANDARD STL STEEL STEEL STO STORAGE STORAGE STRUC STRUCTURAL STRUCTURAL SURF SURFACE SURFACE SUSP SUSPENDED SUSPENDED SYS SYSTEM SYSTEM SV SHEET VINYL SHEET VINYL S&V STAIN & VARNISH STAIN & VARNISH SYS SYSTEMSYSTEM

AutoCAD SHX Text T TREAD TREAD TEL TELEPHONE TELEPHONE TEMP TEMPERATURE / TEMPERED TEMPERATURE / TEMPERED TINT TINTED TINTED TEL TELEPHONE TELEPHONE TKBD TACK BOARD TACK BOARD TOC TOP OF CONCRETE TOP OF CONCRETE TOF TOP OF FOOTING TOP OF FOOTING TOS TOP OF STEEL TOP OF STEEL TPD TOILET PAPER DISPENSER TOILET PAPER DISPENSER TR TERRAZZO TERRAZZO TS TOP OF SLAB TOP OF SLAB TW TOP OF WALL TOP OF WALL TYP TYPICALTYPICAL

AutoCAD SHX Text UC UNDERCUT UNDERCUT UNCTR UNDER COUNTER UNDER COUNTER UON UNLESS OTHERWISE NOTEDUNLESS OTHERWISE NOTED

AutoCAD SHX Text V VINYL VINYL VB VAPOR BARRIER OR VINYL BASE VAPOR BARRIER OR VINYL BASE VC VENTED COVE VENTED COVE VCT VINYL COMPOSITION TILE VINYL COMPOSITION TILE VENT VENTILATION VENTILATION VERT VERTICAL VERTICAL VEST VESTIBULE VESTIBULE V.I.F. VERIFY IN FIELD VERIFY IN FIELD VT VINYL TILE VINYL TILE VTR VENT THRU ROOF VENT THRU ROOF VAC VACUUM VACUUM VWC VINYL WALL COVERINGVINYL WALL COVERING

AutoCAD SHX Text W WASTE WASTE W WIDTH / WIDE WIDTH / WIDE W/ WITH WITH WC WATER CLOSET WATER CLOSET WD WOOD WOOD WDW WINDOW WINDOW WGL WIRE GLASS WIRE GLASS WH WATER HEATER WATER HEATER WMN WOMEN WOMEN WNSCT WAINSCOT WAINSCOT W/O WITHOUT WITHOUT WP WATER PROOFING WATER PROOFING WPT WORKING POINT WORKING POINT WR WATER RESISTANT WATER RESISTANT WS WEATHER STRIPPING WEATHER STRIPPING WTR WATER WATER WWF WELDED WIRE FABRIC WELDED WIRE FABRIC WWM WELDED WIRE MESHWELDED WIRE MESH

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CONCRETE

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BATT INSULATION

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INTERIOR ELEVATION

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REVISION TAG

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ELECTRICAL ROOM

AutoCAD SHX Text

RESTROOM

AutoCAD SHX Text

DEMO & REPLACE SHAFT CAP

AutoCAD SHX Text REMOVE EXISTING BALLAST, ROOF MEMBRANE, INSULATION AND ALL CANTS, BLOCKING FLASHING AND BOOTS

AutoCAD SHX Text

DEMO HATCH AND CURB

AutoCAD SHX Text

CLEAN OUT DRAIN AND REPLACE GRATING

AutoCAD SHX Text

EXISTING SKYLIGHT ABOVE

AutoCAD SHX Text

OPEN TO BELOW (TYPICAL)

AutoCAD SHX Text

EXISTING STEEL PLATES WITH FLOOR OPENINGS

AutoCAD SHX Text

EXISTING HATCH. REMOVE AND PREP FOR REPLACEMENT.

http://www.ohm-advisors.com AutoCAD SHX Text 1/4" = 1'-0"

AutoCAD SHX Text 1/4" = 1'-0"

AutoCAD SHX Text

DEMOLITION FLOOR PLAN

GROUND AND SECOND LEVEL

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http://www.ohm-advisors.com AutoCAD SHX Text REMOVE EXISTING BALLAST, ROOF MEMBRANE, INSULATION AND ALL CANTS, BLOCKING FLASHING AND BOOTS

AutoCAD SHX Text

DEMO WALKWAY PADS

AutoCAD SHX Text

REMOVE EXISTING ROOF HATCH AND CURB

AutoCAD SHX Text EXISTING HATCHES TO BE REMOVED AND REINSTALLED IN SAME LOCATION ON NEW CURBS, TYP.

AutoCAD SHX Text DEMO EXISTING EQUIPMENT & ROOF SUPPORTS TO DECK. PATCH OPENINGS AND PREPARE FOR NEW ROOF SYSTEM, TYP.

AutoCAD SHX Text

EXISTING AIR INTAKE ROOF PENETRATIONS TO REMAIN

AutoCAD SHX Text

REMOVE EXISTING SKYLIGHTS (5) AND CURBS COMPLETE, TYP.

AutoCAD SHX Text

EXISTING EXHAUST ROOF PENETRATION TO REMAIN.

http://www.ohm-advisors.com AutoCAD SHX Text 1/4" = 1'-0"

AutoCAD SHX Text

DEMOLITION FLOOR PLAN

ROOF LEVEL

SIM

NO. 1 NO. 2 NO. 3 NO. 4

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GROUND LEVEL FLOOR PLAN1SECOND LEVEL FLOOR PLAN2

AutoCAD SHX Text

DISCHARGE CHAMBER

AutoCAD SHX Text

GENERATOR ROOM

AutoCAD SHX Text

COLLECTION CHAMBER

AutoCAD SHX Text

ENTRANCE AREA

AutoCAD SHX Text

REPLACE BROKEN CERAMIC TILE ON STAIRS, SEE DETAIL 4/A-301

AutoCAD SHX Text

REPLACE EXISTING FLOOR HATCH DOOR

AutoCAD SHX Text NOTES: 1. PROVIDE NEW ROOF SHEATHING, UNDERLAYMENT AND ROOF MEMBRANE PER PROVIDE NEW ROOF SHEATHING, UNDERLAYMENT AND ROOF MEMBRANE PER SPECIFICATIONS. 2. A.B. = AS-BUILT. A.B. = AS-BUILT. 3. CONTRACTOR SHALL FIELD VERIFY ALL ROUGH OPENING SIZES, AND COORDINATE WITH CONTRACTOR SHALL FIELD VERIFY ALL ROUGH OPENING SIZES, AND COORDINATE WITH EXISTING MASONRY BOND PATTERNS PRIOR TO PREPARATION OF SHOP DRAWINGS 4. UNO ALL DOORS ARE 1-3/4" THICK UNO ALL DOORS ARE 1-3/4" THICK 5. ALL NEW EXTERIOR HATCHES SHALL HAVE LOCKING MECHANISMS TO PREVENT ALL NEW EXTERIOR HATCHES SHALL HAVE LOCKING MECHANISMS TO PREVENT UNAUTHORIZED ACCESS.

AutoCAD SHX Text NEW 3'-6" x 7'-0" DOOR & FRAME INSTALLED IN EXISTING MASONRY OPENING

AutoCAD SHX Text A-201

AutoCAD SHX Text

AutoCAD SHX Text NEW 3'-0" x 7'-0" DOOR & FRAME INSTALLED IN EXISTING MASONRY OPENING

AutoCAD SHX Text A-301

AutoCAD SHX Text

AutoCAD SHX Text A-301

AutoCAD SHX Text

AutoCAD SHX Text A-301

AutoCAD SHX Text

REPLACE EXISTING FLOOR HATCH IN RAISED CONCRETE CURB

AutoCAD SHX Text

EXISTING LADDER TO ROOF HATCH

AutoCAD SHX Text

EXISTING FLOOR OPENINGS FOR AXIAL FLOW PUMPS, TYP.

AutoCAD SHX Text

ENGINE ROOM

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

CONTROL ROOM

AutoCAD SHX Text

ELECTRICAL ROOM

AutoCAD SHX Text

RESTROOM

AutoCAD SHX Text

REPLACE BROKEN CERAMIC TILE ON STAIRS AS NEEDED, SEE DETAIL 4/A-301

AutoCAD SHX Text

REPLACE BALLASTED ROOF

AutoCAD SHX Text

VERIFY SIZE & REPLACE SHAFT CAP

AutoCAD SHX Text A-301

AutoCAD SHX Text

CLEAN AND RESTORE FUNCTION TO EXISTING TROUGH DRAIN ON LOWER ROOF.

AutoCAD SHX Text

REPLACE EXISTING ROOF HATCH

AutoCAD SHX Text

SLOPE TO DRAIN ( "/12" MIN.)18"/12" MIN.)

AutoCAD SHX Text A-301

AutoCAD SHX Text

REPLACE EXISTING FLOOR HATCH

AutoCAD SHX Text

EXISTING LADDER TO ROOF HATCH

AutoCAD SHX Text

SEAL VERTICAL JOINTS - TYP.

AutoCAD SHX Text

REMOVE TOP TWO COURSES OF BLOCK AND BRICK AS REQUIRED AND RE-SET PLUMB WITH WALL

AutoCAD SHX Text A-301

AutoCAD SHX Text

EXISTING FLOOR OPENINGS WITH STEEL PLATE COVERS FOR AXIAL FLOW PUMP MOUNTS, TYP.

AutoCAD SHX Text

RAISED CONCRETE CURBS FOR PUMP ENGINE EQUIPMENT, TYP.

http://www.ohm-advisors.com AutoCAD SHX Text 1/4" = 1'-0"

AutoCAD SHX Text 1/4" = 1'-0"

AutoCAD SHX Text

FLOOR PLAN

GROUND AND SECOND LEVEL

TYP

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BEAM AT ENTRANCE AREA 1032

PITCH POCKET DETAIL3

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3'-6" H ROOF HATCH SAFETY RAILING WITH GATE, SEE DETAIL 10/A-301

AutoCAD SHX Text A-301

AutoCAD SHX Text

AutoCAD SHX Text A-301

AutoCAD SHX Text

AutoCAD SHX Text A-301

AutoCAD SHX Text

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text REMOVE EXISTING SKYLIGHTS (5) AND CURBS COMPLETE. REPLACE WITH NEW SKYLIGHTS AND CURBS AND REPLACE SEALS, TYP.

AutoCAD SHX Text

REPLACE BALLASTED ROOF AND WALKING PADS

AutoCAD SHX Text

EXISTING HATCHES TO BE REMOVED, REPLACE GASKETS, AND RESET ON NEW CURBS, TYP.

AutoCAD SHX Text

SLOPE TO DRAIN ( "/12" MIN.)18"/12" MIN.)

AutoCAD SHX Text

SLOPE TO DRAIN ( "/12" MIN.)18"/12" MIN.)

AutoCAD SHX Text

SLOPE TO DRAIN ( "/12" MIN.)18"/12" MIN.)

AutoCAD SHX Text

SLOPE TO DRAIN ( "/12" MIN.)18"/12" MIN.)

AutoCAD SHX Text

SLOPE TO DRAIN ( "/12" MIN.)18"/12" MIN.)

AutoCAD SHX Text

SLOPE TO DRAIN ( "/12" MIN.)18"/12" MIN.)

AutoCAD SHX Text

SLOPE TO DRAIN ( "/12" MIN.)18"/12" MIN.)

AutoCAD SHX Text

SLOPE TO DRAIN ( "/12" MIN.)18"/12" MIN.)

AutoCAD SHX Text A-301

AutoCAD SHX Text

VERIFY SIZE & REPLACE SHAFT CAP & CURB

AutoCAD SHX Text

CLEAN AND RESTORE FUNCTION TO EXISTING TROUGH DRAIN ON LOWER ROOF.

AutoCAD SHX Text

REPLACE EXISTING ROOF HATCH

AutoCAD SHX Text

SLOPE TO DRAIN ( "/12" MIN.)18"/12" MIN.)

AutoCAD SHX Text A-301

AutoCAD SHX Text

AutoCAD SHX Text NOTE: ALL EXISTING CURBS ARE TO BE REMOVED AND NEW 10" RAISED INSULATED CURBS INSTALLED. REINSTALL EXISTING HATCHES BUT NEW SKYLIGHTS WITH PROTECTIVE CAGES AND NEW ROOF HATCHES.

AutoCAD SHX Text

NEW ROOF HATCH AND CURB

AutoCAD SHX Text INSTALL NEW AIR INTAKE WITH PROTECTIVE VENTILATION COVER IN EXISTING AIR INTAKE ROOF PENETRATION.

AutoCAD SHX Text INSTALL NEW EXHAUST WITH PROTECTIVE VENTILATION COVERS IN EXISTING ROOF PENETRATION

AutoCAD SHX Text

TEMPORARILY BRACE EXISTING BEAM

AutoCAD SHX Text

REMOVE 2 TOP COURSES OF BLOCK/BRICK, RESET FLUSH WITH ADJACENT BLOCK/BRICK

AutoCAD SHX Text

REGROUT CAVITIES

http://www.ohm-advisors.com AutoCAD SHX Text 1/4" = 1'-0"

AutoCAD SHX Text 1 1/2" = 1'-0"

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text NOTE - TYPICAL DETAILS SHOWN ARE AS PROVIDED BY THE GARLAND COMPANY AND ARE TO BE INCORPORATED AS DIRECTED BY GARLAND REPRESENTATIVE IN THE FIELD.

AutoCAD SHX Text

PENETRATION (VARIES)

ROOF PLAN

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NORTH ELEVATION2

SOUTH ELEVATION4

WEST ELEVATION1

EAST ELEVATION3

AIR VENT ELEVATION5ENTRANCE AREA ELEVATION6VENT SHAFT PHOTO7VENT SHAFT PHOTO8

AutoCAD SHX Text

REPOINT BRICK

AutoCAD SHX Text

REPOINT BRICK

AutoCAD SHX Text

GUARD RAIL AT ROOF HATCH

AutoCAD SHX Text

REMOVE AND RESET TOP TWO COURSES AS REQUIRED TO REALIGN OFFSET CMU

AutoCAD SHX Text

REPOINT BRICK

AutoCAD SHX Text

REPLACE SEALANT AT CONTROL JOINT - TYPICAL AT ALL JOINTS.

AutoCAD SHX Text

REPOINT BRICK

AutoCAD SHX Text

GUARD RAIL AT ROOF HATCH

AutoCAD SHX Text

REPLACE SEALANT AT CONTROL JOINT - TYP.

AutoCAD SHX Text

REPOINT BRICK

AutoCAD SHX Text

NEW PARAPET CAP

AutoCAD SHX Text

REMOVE AND REPLACE DOOR AND FRAME

AutoCAD SHX Text

GUARD RAIL AT ROOF HATCH

AutoCAD SHX Text

REPOINT BRICK

AutoCAD SHX Text

GUARD RAIL AT ROOF HATCH

AutoCAD SHX Text

REPOINT BRICK, AS NEEDED

AutoCAD SHX Text

REPLACE MASONRY CAP, AS NEEDED

AutoCAD SHX Text

LOCATION OF VENTS ON SITE

AutoCAD SHX Text

SEE 7/A-201

AutoCAD SHX Text

SEE 8/A-201

AutoCAD SHX Text

PUMP STATION BUILDING

AutoCAD SHX Text

REMOVE AND RESET CMU BLOCK/BRICK

AutoCAD SHX Text A-111

AutoCAD SHX Text

EXISTING HOIST BEAM TO REMAIN

AutoCAD SHX Text

CLEAN CAPS

AutoCAD SHX Text

REMOVE, RESET AND EPOXY CRACKED CAP, FLUSH WITH ADJACENT CAP

AutoCAD SHX Text

SAW CUT CRACK FOR A CONTROL JOINT, FILL WITH SEALANT

AutoCAD SHX Text

REPOINT BRICK

AutoCAD SHX Text

SAW CUT CRACK AND FILL WITH GROUT

AutoCAD SHX Text

CLEAN AND REPOINT

http://www.ohm-advisors.com AutoCAD SHX Text 1/4" = 1'-0"

AutoCAD SHX Text 1/4" = 1'-0"

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text NOTE: REFER TO ALLOWANCE 3 FOR REPOINTING ALLOWANCE INCLUDING 500 SF OF BRICK REPAIR AND REPOINTING. AREAS SHOWN ARE THOSE SPECIFICALLY INCLUDED BUT OTHER AREAS MAY BE INCLUDED AS DETERMINED IN THE FIELD.

ELEVATIONS

DOOR FRAME TYPESDOOR TYPES

DOOR, FRAME & HARDWARE SCHEDULE

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SILL DETAIL1

JAMB DETAIL2HEAD DETAIL3TILE DETAIL AT STAIR4

ROOF SKYLIGHT DETAIL6

DOUBLE DOOR ROOF HATCH7

DETAIL AT DRIP EDGE8

ROOF DRAIN DETAIL9

GUARD RAIL AT ROOF HATCH10

NEW INSULATED ROOF CURB WITH METAL HATCH11

FLASHING AT LOWER ROOF12

SIDEWALK HATCH DETAIL5

COPING DETAIL13

AutoCAD SHX Text 2"

AutoCAD SHX Text

SEE SCHEDULE

AutoCAD SHX Text

SEE SCHEDULE

AutoCAD SHX Text 2"

AutoCAD SHX Text

DOOR NUMBER

AutoCAD SHX Text

DOOR

AutoCAD SHX Text

FRAME

AutoCAD SHX Text

FIRE RATING (MIN)

AutoCAD SHX Text

HARDWARE SET

AutoCAD SHX Text

SIGNAGE

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

TYPE

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

SIZE

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

TYPE

AutoCAD SHX Text

HEAD

AutoCAD SHX Text

JAMB

AutoCAD SHX Text

SILL

AutoCAD SHX Text

AutoCAD SHX Text 3'-6" x 7'-0"

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text

AutoCAD SHX Text F1

AutoCAD SHX Text 3/A-301

AutoCAD SHX Text 2/A-301

AutoCAD SHX Text 1/A-301

AutoCAD SHX Text

1 HR

AutoCAD SHX Text

CONTRACTOR TO VERIFY IN FIELD PRIOR TO SUBMITTAL

AutoCAD SHX Text

AutoCAD SHX Text 3'-0" x 7'-0"

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text

AutoCAD SHX Text F1

AutoCAD SHX Text 3/A-301

AutoCAD SHX Text 2/A-301

AutoCAD SHX Text 1/A-301

AutoCAD SHX Text

1 HR

AutoCAD SHX Text

CONTRACTOR TO VERIFY IN FIELD PRIOR TO SUBMITTAL

AutoCAD SHX Text E103.1

AutoCAD SHX Text 3'-0" x 7'-0"

AutoCAD SHX Text

EXISTING GATE TO REMAIN

AutoCAD SHX Text E103.2

AutoCAD SHX Text 3'-0" x 7'-0"

AutoCAD SHX Text

EXISTING GATE TO REMAIN

AutoCAD SHX Text E103.3

AutoCAD SHX Text 3'-0" x 7'-0"

AutoCAD SHX Text

EXISTING GATE TO REMAIN

AutoCAD SHX Text E103.4

AutoCAD SHX Text 3'-0" x 7'-0"

AutoCAD SHX Text

EXISTING GATE TO REMAIN

AutoCAD SHX Text

EX EXPANSION JOINT

AutoCAD SHX Text

EXISTING CONC SLAB AND FOUNDATION

AutoCAD SHX Text

DOOR AS SCHEDULED

AutoCAD SHX Text

EXISTING QUARRY TILE

AutoCAD SHX Text

DOOR THRESHOLD

AutoCAD SHX Text

EX CMU

AutoCAD SHX Text 2"

AutoCAD SHX Text 5 "34"

AutoCAD SHX Text 6 "12"

AutoCAD SHX Text

DOOR FRAME W/ APPLICABLE ANCHORS

AutoCAD SHX Text

DOOR VERIFY SWING

AutoCAD SHX Text

CONT SEALANT EA SIDE

AutoCAD SHX Text

EX BRICK

AutoCAD SHX Text

EX CMU

AutoCAD SHX Text 5 "34"

AutoCAD SHX Text 6 "12"

AutoCAD SHX Text 2"

AutoCAD SHX Text

EX LINTEL

AutoCAD SHX Text

EX BRICK

AutoCAD SHX Text

GROUT SOLID

AutoCAD SHX Text

DOOR FRAME W/ APPLICABLE ANCHORS

AutoCAD SHX Text

DOOR

AutoCAD SHX Text

REPLACE BROKEN RISER QUARRY TILE, AS NEEDED

AutoCAD SHX Text

REPLACE BROKEN BULLNOSE QUARRY TILE, AS NEEDED

AutoCAD SHX Text REMOVE EXISTING BROKEN TILE AND SETTING BED TO PROPERLY PREPARE SUBSTRATE. APPLY NEW SETTING BED PER MANUFACTURER'S INSTRUCTIONS

AutoCAD SHX Text

EX DOUBLE DOOR ROOF HATCH

AutoCAD SHX Text 2x4 PT WOOD BLOCKING

AutoCAD SHX Text

EX PRESTRESSED CORED ROOF SECTIONS

AutoCAD SHX Text

FLASHING

AutoCAD SHX Text NEW MODIFIED ROOFING MEMBRANE, ON " 12" RECOVERY BOARD ON ADHERED TAPERED INSULATION

AutoCAD SHX Text 3'-6"

AutoCAD SHX Text

NEW GUARD RAIL

AutoCAD SHX Text 10"

AutoCAD SHX Text

BASE FLASHING PLY 6" MIN. ON FIELD

AutoCAD SHX Text

CAP FLASHING PLY 9" MIN. ON FIELD

AutoCAD SHX Text

NEW CANT STRIP

AutoCAD SHX Text

GATE (LEFT HAND REVERSE)

AutoCAD SHX Text EX FLOOR HATCH OPENING PREP AND REWORK AS REQUIRED FOR NEW HATCH TO BE SECURELY INSTALLED

AutoCAD SHX Text

LOCKABLE FLOOR HATCH

http://www.ohm-advisors.com AutoCAD SHX Text 1 1/2" = 1'-0"

AutoCAD SHX Text 1 1/2" = 1'-0"

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text 1 1/2" = 1'-0"

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text 3/4" = 1'-0"

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text 1 1/2" = 1'-0"

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text NOTE - TYPICAL DETAILS SHOWN ARE AS PROVIDED BY THE GARLAND COMPANY AND ARE TO BE INCORPORATED AS DIRECTED BY GARLAND REPRESENTATIVE IN THE FIELD.

NOTE - TYPICAL DETAILS SHOWN ARE AS PROVIDED BY THE GARLAND COMPANY AND ARE TO BE INCORPORATED AS DIRECTED BY GARLAND REPRESENTATIVE IN THE FIELD.

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SNOW LOADS

BALANCED SNOW

UNBALANCED SNOW

DRIFT SNOW

BUILDING LOADS

WIND LOADS

EARTHQUAKE DESIGN DATA

LOAD VARIABLE

LOAD OR VARIABLE

LIVE LOADS

MISCELLANEOUS DESIGN DATA

LOAD VARIABLE

DEAD LOADS

BUILDING CLASSIFICATION XX

AutoCAD SHX Text

GENERAL STRUCTURAL NOTES

AutoCAD SHX Text GENERAL STRUCTURAL NOTES (cont)

AutoCAD SHX Text CONCRETE 1. PROVIDE MINIMUM 28-DAY CONCRETE COMPRESSIVE STRENGTH OF 4,000 PSI (f'c PROVIDE MINIMUM 28-DAY CONCRETE COMPRESSIVE STRENGTH OF 4,000 PSI (f'c = 4,000 PSI). PROVIDE NORMAL WEIGHT CONCRETE, WITH 6% ± 1.5% ENTRAINED AIR FOR EXTERIOR APPLICATIONS , MAXIMUM W/C RATIO < 0.45, AND MAXIMUM 4" SLUMP, UNLESS SUPER-PLASTICIZERS ARE USED. USE OF SUPER-PLASTICIZERS IS SUBJECT TO PRIOR APPROVAL BY THE ENGINEER. DO NOT PROVIDE AIR CONTENT > 3% FOR TROWEL FINISHED SLABS. 2. PROVIDE READY-MIX CONCRETE CONFORMING TO ASTM C-94. PROVIDE READY-MIX CONCRETE CONFORMING TO ASTM C-94. 3. CONCRETE SHALL BE PLACED IN ACCORDANCE WITH ACI 117 301, 305R, 306.1, CONCRETE SHALL BE PLACED IN ACCORDANCE WITH ACI 117 301, 305R, 306.1, AND 308.1, LATEST APPLICABLE EDITION. 4. PLACE ANCHOR RODS SET IN CONCRETE TO RECEIVE STRUCTURAL STEEL WITHIN PLACE ANCHOR RODS SET IN CONCRETE TO RECEIVE STRUCTURAL STEEL WITHIN TOLERANCES SPECIFIED IN THE LATEST APPLICABLE AISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" IN LIEU OF TOLERANCES SPECIFIED IN ACI "STANDARD SPECIFICATIONS FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS". 5. REINFORCING STEEL CONFORMING TO ASTM A-615, GRADE 60 IS REQUIRED. REINFORCING STEEL CONFORMING TO ASTM A-615, GRADE 60 IS REQUIRED. PLACE REINFORCING STEEL IN CONFORMANCE WITH CRSI MANUAL OF STANDARD PRACTICE. 6. CONFORM TO ASTM A706/A706M, GRADE 60 FOR REINFORCING STEEL TO BE CONFORM TO ASTM A706/A706M, GRADE 60 FOR REINFORCING STEEL TO BE WELDED. PLACE REINFORCING STEEL IN CONFORMANCE WITH CRSI MANUAL OF STANDARD PRACTICE. WELD REINFORCED STEEL IN ACCORDANCE WITH AWS D1.4 PERFORM WELDING BY CERTIFIED WELDERS. USE E70XX ELECTRODES. DO NOT WELD REINFORCEMENT UNLESS DETAILED AS SUCH. 7. REINFORCING STEEL SHALL HAVE A MINIMUM CONCRETE COVER AS LISTED BELOW REINFORCING STEEL SHALL HAVE A MINIMUM CONCRETE COVER AS LISTED BELOW UNLESS OTHERWISE NOTED. A. CONCRETE CAST AGAINST AND PERMANENTLY CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED EARTH: 3" 3" B. CONCRETE CAST AGAINST FORMS BUT EXPOSED CONCRETE CAST AGAINST FORMS BUT EXPOSED TO EARTH OR WEATHER 1. NO. 5 OR SMALLER 1 1/2" NO. 5 OR SMALLER 1 1/2" 1 1/2" 2. GREATER THAN NO. 5 2" 2" C. SLAB ON GRADE: 2" FROM T/SLAB SLAB ON GRADE: 2" FROM T/SLAB 2" FROM T/SLAB 8. POST INSTALLED ANCHORS OR REBAR SHALL BE ANCHORED INTO CONCRETE WITH POST INSTALLED ANCHORS OR REBAR SHALL BE ANCHORED INTO CONCRETE WITH POWERS PE1000+ EPOXY INJECTION ADHESIVE, OR AN APPROVED EQUAL. REFER TO MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION INSTRUCTIONS. SEE DETAILS FOR MINIMUM EMBEDMENT.

AutoCAD SHX Text ABBREVIATIONS (cont)

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ABBREVIATIONS

AutoCAD SHX Text SOILS AND EARTHWORK 1. SOIL BORINGS HAVE BEEN PERFORMED FOR THIS PROJECT BY G2 SOIL BORINGS HAVE BEEN PERFORMED FOR THIS PROJECT BY G2 CONSULTANTS, BORINGS DRILLED 10/25/2024. 2. SOIL INVESTIGATIONS HAVE NOT BEEN PERFORMED FOR THIS PROJECT. SOIL INVESTIGATIONS HAVE NOT BEEN PERFORMED FOR THIS PROJECT. PRESUMPTIVE LOAD-BEARING VALUES TO BE IN ACCORDANCE WITH MICHIGAN BUILDING CODE TABLE 1806.3, UNLESS NOTED OTHERWISE. 3. OHM UTILIZED DATA CONTAINED IN BORING LOGS TO DETERMINE DESIGN OHM UTILIZED DATA CONTAINED IN BORING LOGS TO DETERMINE DESIGN CONTAINED IN BORING LOGS TO DETERMINE DESIGN LOAD BEARING CAPACITY AND OTHER DESIGN PARAMETERS. 4. CONTRACTOR SHALL VERIFY SOIL BEARING CAPACITY PRIOR TO CONTRACTOR SHALL VERIFY SOIL BEARING CAPACITY PRIOR TO CONSTRUCTION 5. SPECIAL DESIGN AND CONSTRUCTION PROVISIONS FOR THIS PROJECT'S SPECIAL DESIGN AND CONSTRUCTION PROVISIONS FOR THIS PROJECT'S FOUNDATIONS: A. NONE 6. INCLUDE IN THE WORK PROVIDING ALL EQUIPMENT, MATERIAL, AND INCLUDE IN THE WORK PROVIDING ALL EQUIPMENT, MATERIAL, AND QUALIFIED LABOR NECESSARY FOR EXCAVATION, SHORING, DEWATERING SYSTEMS, BACKFILL, AND COMPACTION OF SOILS, AS REQUIRED TO CONSTRUCT STRUCTURES TO THE LINE AND GRADE AS SHOWN ON THE PLANS. 7. FOR PROTECTION OF UNDERGROUND UTILITIES, THE CONTRACTOR SHALL FOR PROTECTION OF UNDERGROUND UTILITIES, THE CONTRACTOR SHALL TELEPHONE (800) 482-7171 NOT LATER THAN THREE BUSINESS DAYS PRIOR TO EXCAVATING IN THE VICINITY OF UTILITY LINES. ALL "MISS DIG" PARTICIPATING MEMBERS WILL THUS BE ROUTINELY NOTIFIED. THIS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF NOTIFYING OWNERS WHO MAY NOT BE PART OF THE "MISS DIG" ALERT SYSTEM. 8. EXCAVATE TO ELEVATIONS AND DIMENSIONS SHOWN ON THE PLANS EXCAVATE TO ELEVATIONS AND DIMENSIONS SHOWN ON THE PLANS WITHIN A TOLERANCE OF +/- 0.10 FEET. EXCAVATE BY HAND TO FINAL GRADE FOR FOOTINGS. 9. NOTIFY THE ENGINEER FOR AN INSPECTION WHEN THE EXCAVATION HAS NOTIFY THE ENGINEER FOR AN INSPECTION WHEN THE EXCAVATION HAS REACHED SUB-GRADE ELEVATION. IF UNSUITABLE BEARING MATERIALS ARE ENCOUNTERED AT SUB-GRADE ELEVATION, EXCAVATE AND REPLACE SUCH MATERIALS AS DIRECTED BY ENGINEER. 10. SATISFACTORY SOIL MATERIALS ARE DEFINED AS GRANULAR MATERIALS SATISFACTORY SOIL MATERIALS ARE DEFINED AS GRANULAR MATERIALS CLASSIFIED AS GW, GP, GM, SW, SP, SW-SM, SP-SM OR SM BY THE UNIFIED SOILS CLASSIFICATION SYSTEM, ASTM D2487. LIMIT AMOUNT OF FINE MATERIAL PASSING NO. 200 SIEVE TO LESS THAN 8% MAXIMUM. 11. UNSATISFACTORY SOIL MATERIALS ARE DEFINED AS SOILS CLASSIFIED UNSATISFACTORY SOIL MATERIALS ARE DEFINED AS SOILS CLASSIFIED AS GC, SW-SC, SP-SC, SC, ML, MH, CL, CH, OL, OH, AND PT BY THE UNIFIED SOIL CLASSIFICATION SYSTEM, OR ANY ORGANIC MATERIAL. "MARL" IS AN UNSATISFACTORY SOIL MATERIAL. 12. BACKFILL ALL STRUCTURAL WORK WITH SATISFACTORY SOIL MATERIALS BACKFILL ALL STRUCTURAL WORK WITH SATISFACTORY SOIL MATERIALS AND ENGINEERED FILL AS SHOWN ON PLANS. DO NOT BACKFILL WITH FROZEN MATERIALS. DO NOT PLACE ROCKS LARGER THAN 3" DIAMETER IN BACKFILL. 13. COMPACT SOILS BELOW FOOTINGS T0 A MINIMUM OF 95% OF THE COMPACT SOILS BELOW FOOTINGS T0 A MINIMUM OF 95% OF THE MAXIMUM DENSITY AS DETERMINED BY MODIFIED PROCTOR, ASTM D1557. 14. COMPACT BACKFILL IN LAYERS TO MINIMUM 95% MAXIMUM DENSITY AS COMPACT BACKFILL IN LAYERS TO MINIMUM 95% MAXIMUM DENSITY AS DETERMINED BY MODIFIED PROCTOR, OR MICHIGAN CONE TEST.

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BAR SIZE

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REINFORCEMENT LAP SPLICE LENGTH+

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* TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" OF FRESH CONCRETE TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" OF FRESH CONCRETE BELOW BAR. + LAP SPLICE LENGTHS SHOWN ARE CLASS B SPLICE LENGTHS FOR UNCOATED OR LAP SPLICE LENGTHS SHOWN ARE CLASS B SPLICE LENGTHS FOR UNCOATED OR GALVANIZED BARS WITH CLEAR COVER OF db OR MORE AND WITH CLEAR SPACING OF 2db OR MORE. INCREASE LAP LENGTHS BY 50% FOR EPOXY COATED OR DUAL ZINC-EPOXY COATED BARS WITH CLEAR COVER LESS THAN 3db OR WITH CLEAR SPACING LESS THAN 6db. INCREASE LAP LENGTHS BY 20% FOR EPOXY COATED OR DUAL ZINC-EPOXY COATED BARS WITH CLEAR COVER OF 3db OR MORE AND WITH CLEAR SPACING OF 6db OR MORE. SPLICE LENGTHS SHOWN ARE FOR NORMAL WEIGHT CONCRETE AND REINFORCEMENT WITH A YIELD STRENGTH OF 60,000 PSI (60 KSI).60,000 PSI (60 KSI).

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1. GROUND SNOW LOAD, Pg

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2. FLAT-ROOF SNOW LOAD, Pf

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3. SNOW EXPOSURE FACTOR, Ce

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5. SNOW LOAD IMPORTANCE FACTOR, Is

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6. ROOF THERMAL FACTOR, Ct

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50 PSF

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35 PSF

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AutoCAD SHX Text 7 SLOPED ROOF FACTOR, Csu

AutoCAD SHX Text 136.9° = 0.59

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50 PSF

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8. SLOPED ROOF SNOW LOAD, Ps

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31.6 PSF (36.9°)

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1. WINDWARD (36.9°)

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2. LEEWARD (36.9°)

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32.1 PSF

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61.3 PSF

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1. MAX DRIFT SURCHARGE= Pd= 53.1 PSF

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DRIFT WIDTH W= 9.2'

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1. ULTIMATE DESIGN WIND SPEED (3-SECOND GUST)

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2. RISK CATEGORY

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3. WIND EXPOSURE CATAGORY

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7. COMPONENTS & CLADDING DESIGN PRESSURE (ZONE 1)

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8. COMPONENTS & CLADDING DESIGN PRESSURE (ZONE 2)

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9. COMPONENTS & CLADDING DESIGN PRESSURE (ZONE 3)

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10. COMPONENTS & CLADDING DESIGN PRESSURE (ZONE 4)

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11. COMPONENTS & CLADDING DESIGN PRESSURE (ZONE 5)

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1. RISK CATEGORY

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2. SEISMIC IMPORTANCE FACTOR, Ie

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3. MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETER, Ss

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4. MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETER, S1

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5. SITE CLASS

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6. SEISMIC DESIGN CATEGORY

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7. BASIC SEISMIC FORCE RESISTING SYSTEM: STEEL ORDINARY CONCENTRICALLY BRACED FRAME

AutoCAD SHX Text NOTES: 1. APPLICABLE CODE IS 2015 MICHIGAN BUILDING CODE 2. APPLICABLE TECHNICAL CODE IS ASCE/ SEI 7-10 3. WIND LOAD BASED ON ASCE 7-10 MWFS: CHAPTER 28, PART 2, METHOD 2 C&C; CHAPTER 30, PART 1, METHOD 1 4. LOADS ARE BASED ON SECTION 16 OF MBC 2015 UNLESS OTHERWISE NOTED.

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90 MPH

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+13.5, -19.7 PSF

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+13.5, -32.9 PSF

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+13.5, -49.7 PSF

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+13.5, -21.3 PSF

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+13.5, -26.3 PSF

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10. ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEEDURE, SECTION 12.8

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9. RESPONSE MODIFICATION COEFFICIENT(s), R (SECTION 12.2-1)

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8. SEISMIC RESPONSE COEFFICIENT(s), Cs (SECTION 12.8.1.1)

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1. UNIFORM FLOOR LIVE LOAD

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2. ROOF LIVE LOAD - SEE SNOW LOAD

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3. INTERIOR WALL LATERAL LIVE LOAD

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50 PSF

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35 PSF

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1. FLOOD LOAD

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2. SPECIAL LOADS

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3. SYSTEMS REQUIRING SPECIAL INSP FOR SEISMIC RESISTANCE

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NONE

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NONE

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VASD=VULTASD=VULTVULTULT

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QASD=QULTASD=QULTQULTULT

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1. MATERIAL DEAD LOAD

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50 PSF

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2. MECHANICAL DEAD LOAD

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50 PSF

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ASSUMED SOIL BEARING STRENGTH

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CONTRACTOR SHALL VERIFY SOIL BEARING CAPACITY PRIOR TO CONSTRUCTION

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2000 PSF

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4. RISK CATEGORY

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4. INTERNAL PRESSURE COEFFICIENT (ENCLOSED BUILDING)

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5. MAIN WIND FORCE RESISTING SYSTEM (MAX ROOF UPLIFT AT OVERHANG)

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16 PSF

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6. MAIN WIND FORCE RESISTING SYSTEM (MAX WALL)

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16 PSF

AutoCAD SHX Text SYM & AND AND # NUMBER NUMBER A ALUM ALUMINUM ALUMINUM ANSI AMERICAN NATIONAL STANDARDS INSTITUTE AMERICAN NATIONAL STANDARDS INSTITUTE APPROX APPROXIMATE APPROXIMATE ARCH ARCHITECTURAL (ARCHITECT) ARCHITECTURAL (ARCHITECT) ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS AMERICAN SOCIETY FOR TESTING AND MATERIALS B BF BOTH FACES BOTH FACES BLDG BUILDING BUILDING BLK BLOCK BLOCK BLKG BLOCKING BLOCKING BOF BOTTOM OF FOOTING BOTTOM OF FOOTING BOT BOTTOM BOTTOM BRG BEARING BEARING BRKT BRACKET BRACKET BTWN BETWEEN BETWEEN C CIP CAST-IN-PLACE CAST-IN-PLACE CJ CONTROL JOINT CONTROL JOINT CL CENTER LINE CENTER LINE CLR CLEAR CLEAR CMU CONCRETE MASONRY UNIT CONCRETE MASONRY UNIT COL COLUMN COLUMN CONC CONCRETE CONCRETE D DEG DEGREE DEGREE DEMO DEMOLITION DEMOLITION DET DETAIL DETAIL DIA DIAMETER DIAMETER DIST DISTANCE DISTANCE DL DEAD LOAD DEAD LOAD E EA EACH EACH EF EACH FACE EACH FACE EJ EXPANSION JOINT EXPANSION JOINT EL ELEVATION ELEVATION ENG ENGINEER ENGINEER ENTR ENTRANCE ENTRANCE EQ EQUAL EQUAL EQUIP EQUIPMENT EQUIPMENT ES EACH SIDE EACH SIDE EW EACH WAY EACH WAY EX EXISTING EXISTING EXP EXPANSION (EXPOSED) EXPANSION (EXPOSED) F FD FLOOR DRAIN FLOOR DRAIN FF FINISHED FLOOR FINISHED FLOOR FIN FINISH/FINISHED FINISH/FINISHED FT FOOT/FEET FOOT/FEET FTG FOOTING FOOTING G GA GAGE GAGE GALV GALVANIZED GALVANIZED GB GYPSUM BOARD GYPSUM BOARD GT GIRDER TRUSS GIRDER TRUSS GYP GYPSUM GYPSUM H HDR HEADER HEADER HORIZ HORIZONTAL HORIZONTAL HR HOUR HOUR HT HEIGHT HEIGHT I IN INCH/INCHES INCH/INCHES INSUL INSULATION INSULATION J JST JOIST JOIST JT JOINTJOINT

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