WSU Project Numbers
| Agency: | Wayne State University |
|---|---|
| State: | Michigan |
| Type of Government: | State & Local |
| NAICS Category: |
|
| Posted Date: | Jun 2, 2026 |
| Due Date: | Jun 8, 2026 |
| Original Source: | Please Login to View Page |
| Contact information: | Please Login to View Page |
| Bid Documents: | Please Login to View Page |
| Release Date | Title | Mandatory Pre-Bid? | Pre-Bid Date | Contact | Due Date |
| 05-22-2026 |
WSU Project
Numbers - 001-428506 & 005-428852 RFP - Old Main Classroom & Science Hall Renovation - 2026
Microsoft
On-line
Need
RFP Information Detailed Drawings and Specifications Appendix A - Prevailing wage Rates WHD 9917 General Information Regarding Fringe Benefits 2-2024 WHD 9918 Prevailing Wages Requirements on State Projects 2-2024 Official Rate Schedule Issued 11-01-2025 Power Point Presentation Prebid Attendance Confirmation (will open during prebid meeting) Addendum #1 - Minutes of the Pre-Bid Meeting held 05-29-2026 Addendum #1 - Drawings - posted 06-03-2026 Addendum #1 - Detailed Specifications - posted 06-03-2026 Old Main Classroom & Science Hall Renovation - Link to Submit Bids |
Optional |
05-29-2026
10:00 am |
Valerie
Kreher (313) 577-3720 rfpteam2@wayne.edu |
06-08-2026 |
Attachment Preview
| SHEET INDEX | ||||
|---|---|---|---|---|
| SHEET # | SHEET NAME | teS diB - 6202/51/50 | ||
| 00 GENERAL | ||||
| AG01 | COVER | * | ||
| AG02 | GENERAL NOTES | * | ||
| AG11 | SPECIFICATIONS | * | ||
| AG12 | SPECIFICATIONS | * | ||
| 03 ARCHITECTURAL | ||||
| AA110001 | OSCLDIE MNCAIEN H - ABLALS -E LMOEUNNTG CEO FMLPOOOSRI TPEL APNLAN | * | ||
| A100A | OLD MAIN - BASEMENT FLOOR PLAN - AREA A | * | ||
| A100B | OLD MAIN - BASEMENT FLOOR PLAN - AREA B | * | ||
| A100C | OLD MAIN - BASEMENT FLOOR PLAN - AREA C | * | ||
| A200A | OLD MAIN - BASEMENT RCP - AREA A | * | ||
| A200B | OLD MAIN - BASEMENT RCP - AREA B | * | ||
| A200C | OLD MAIN - BASEMENT RCP - AREA C | * | ||
| A630 | OLD MAIN - ENLARGED TOILET PLANS | * | ||
| A800 | OLD MAIN - BASEMENT FURNITURE PLAN | |||
| A800A | OLD MAIN - BASEMENT FURNITURE PLAN - AREA A | |||
| A800B | OLD MAIN - BASEMENT FURNITURE PLAN - AREA B | |||
| A800C | OLD MAIN - BASEMENT FURNITURE PLAN - AREA C | |||
| A801 | SCIENCE HALL - LOUNGE FURNITURE PLAN |
| PROJECT IS A LEVEL 1 ALTERATION OF AN EXISTING BUILDING, |
|---|
| ENCOMPASSING APPROXIMATELY 1,400 SQUARE FEET OF THE GROUND |
| LEVEL OF SCIENCE HALL (5045 CASS AVE). RENOVATION INCLUDES INTERIOR |
| FINISHES. BUILDING CONSTRUCTION TYPE, USE GROUP, OCCUPANT LOAD, |
| EGRESS COMPONENTS, AND FIRE RATINGS ARE NOT AFFECTED BY THE |
| PROJECT. INTERIOR FINISH RATINGS SHALL BE MAINTAINED PER NFPA LIFE |
| SAFETY CODE, STANDARD 101: MIN. CLASS A RATING FOR CEILING TILES; MIN. |
| CLASS I RATING FOR CARPET OR FLOOR COVERING; MIN. CLASS C RATING |
| FOR WINDOW TREATMENTS. |
| OWNER | ||
|---|---|---|
| DESIGN & CONSTRUCTION SERVICES | ||
| WAYNE STATE UNIVERSITY | ||
| 5454 Cass Ave | ||
| Detroit, MI 48202 | ||
| 313 | -577- | 4310 phone |
| www.wayne.edu |
| ARCHITECT | ||
|---|---|---|
| INTOTO STUDIO LLC | ||
| 6505 Woodward, Suite 200 | ||
| Detroit, MI 48202 | ||
| 313 | -395- | 5030 phone |
| www.intotostudio.com |
| No. | Date | Description |
| 4 | 05/15/2026 | BID SET |
| Scale: |
|---|
| Drawing Title |
| Drawing No: |
|---|
Key Plan
Registration Seal
Project Number: 00.000.00
Drawn By: Approved By:
Scale:
Drawing Title
Drawing No:
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WSU Science Hall Renovations
SHEET INDEX WSU Science Hall
Renovations
Science Hall: 5045 Cass Ave
SHEET # SHEET NAME BID SET
Detroit, MI 48202
WSU#: 005-428852
05/15/2026
OWNER
DESIGN & CONSTRUCTION SERVICES
WAYNE STATE UNIVERSITY
5454 Cass Ave
Detroit, MI 48202
313-577-4310 phone
www.wayne.edu
ARCHITECT
INTOTO STUDIO LLC
6505 Woodward, Suite 200
Detroit, MI 48202
313-395-5030 phone
www.intotostudio.com
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PROJECT LOCATION
W
WARREN
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WARREN
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Author Checker
COVER
AG01
PROJECT LOCATION SITE MAP
teS
diB
-
6202/51/50
PROJECT SUMMARY
PROJECT DESCRIPTION:
PROJECT IS A LEVEL 1 ALTERATION OF AN EXISTING BUILDING,
ENCOMPASSING APPROXIMATELY 1,400 SQUARE FEET OF THE GROUND
LEVEL OF SCIENCE HALL (5045 CASS AVE). RENOVATION INCLUDES INTERIOR
FINISHES. BUILDING CONSTRUCTION TYPE, USE GROUP, OCCUPANT LOAD,
EGRESS COMPONENTS, AND FIRE RATINGS ARE NOT AFFECTED BY THE
00 GENERAL
PROJECT. INTERIOR FINISH RATINGS SHALL BE MAINTAINED PER NFPA LIFE
AG01 COVER *
SAFETY CODE, STANDARD 101: MIN. CLASS A RATING FOR CEILING TILES; MIN.
AG02 GENERAL NOTES *
CLASS I RATING FOR CARPET OR FLOOR COVERING; MIN. CLASS C RATING
FOR WINDOW TREATMENTS. AG11 SPECIFICATIONS *
AG12 SPECIFICATIONS *
03 ARCHITECTURAL
APPLICABLE CODES:
AA110001 OSCLDIE MNCAIEN H - ABLALS -E LMOEUNNTG CEO FMLPOOOSRI TPEL APNLAN *
A100A OLD MAIN - BASEMENT FLOOR PLAN - AREA A *
2021 MICHIGAN BUILDING CODE (APRIL 09, 2025)
A100B OLD MAIN - BASEMENT FLOOR PLAN - AREA B *
2021 MICHIGAN REHAB CODE FOR EXISTING BUILDINGS (APRIL 09, 2025) A100C OLD MAIN - BASEMENT FLOOR PLAN - AREA C *
A200A OLD MAIN - BASEMENT RCP - AREA A *
2010 ADA STANDARDS FOR ACCESSIBLE DESIGN
A200B OLD MAIN - BASEMENT RCP - AREA B *
A200C OLD MAIN - BASEMENT RCP - AREA C *
2017 MICHIGAN ACCESSIBILITY CODE
A630 OLD MAIN - ENLARGED TOILET PLANS *
2021 MICHIGAN MECHANICAL CODE (MARCH 12, 2024) A800 OLD MAIN - BASEMENT FURNITURE PLAN
A800A OLD MAIN - BASEMENT FURNITURE PLAN - AREA A
2021 MICHIGAN PLUMBING CODE (MARCH 12, 2024)
A800B OLD MAIN - BASEMENT FURNITURE PLAN - AREA B
A800C OLD MAIN - BASEMENT FURNITURE PLAN - AREA C
2023 NATIONAL ELECTRICAL CODE W/ PART 8 AMENDMENTS (MARCH 12, 2024)
A801 SCIENCE HALL - LOUNGE FURNITURE PLAN
2023 MICHIGAN COMMERCIAL ENERGY CODE (APRIL 22, 2025)
2015 MICHIGAN UNIFORM ENERGY CODE (SEPTEMBER 20, 2017)
No. Date Description
4 05/15/2026 BID SET
| ABBREVIATIONS DRAWING SYMBOLS MATERIAL SYMBOLS |
|---|
| AB ANCHOR BOLT FEC FIRE EXTINGUISHER CABINET MISC MISCELLANEOUS STRL STRUCTURAL ROOM NAME ROOM NAME / NUMBER CONCRETE SECTION ABV ABOVE FF FACTORY FINISH MK MARK SUB SUBSTATION 101 AC ACOUSTIC/ACOUSTICAL F/F FACE TO FACE/FINISH TO FINISH mm MILLIMETER SURF SURFACE/SURFACING A/C AIR CONDITIONING FFE FINISH FLOOR ELEVATION MO MASONRY OPENING SW SWITCH ACC ACCESS FF&E FIXTURES, FURNISHINGS & EQUIPT. MTG MEETING SYM SYMBOL/SYMMETRICAL PRECAST CONCRETE VIEW NAME / NUMBER ACH AIR CONDITIONING UNIT FH FIRE HYDRANT MTL METAL/METTALIC SYS SYSTEM SECTION ADD ADDENDUM FHC FIRE HOSE CABINET MULL MULLION ADJ ADJUSTABLE FIG FIGURE T THERMOSTAT/TREAD View Name 1 1/8" = 1'-0" AFF ABOVE FINISH FLOOR FIN FINISH/FINISHED N NORTH TAN TANGENT CMU AHU AIR HANDLING UNIT FIN FLR/FF FINISH FLOOR NA NOT APPLICABLE T&B TOP AND BOTTOM ALT ALTERNATE FIXT FIXTURE NIC NOT IN CONTRACT T&G TONGUE AND GROOVE ALUM/AL ALUMINUM FLASH FLASHING NO or # NUMBER TB TEST BOARING/TOWEL BAR & AND FLG FLOORING/FLASHING/FLANGE NOM NOMINAL TBD TACKBOARD/TO BE DETERMINED CMU SECTION NEW COLUMN H ANOD ANODIZED FLR FLOOR NRC NOISE REDUCTION COEFFICIENT TD TRENCH DRAIN GRID AP ACCESS PANEL FLUOR FLUORESCENT NTS NOT TO SCALE TECH TECHNICAL APPROX APPROXIMATE FPM FEET PER MINUTE TEL TELEPHONE ARCH ARCHITECT/ARCHITECTURAL FPR FIREPROOF/FIREPROOFING OA OUTSIDE AIR/OVERALL TEMP TEMPERATURE/TEMPORARY/TEMPERED MASONRY VENEER (SOLDIER EXISTING COLUMN H @ AT FR FIRE RETARDANT OC ON CENTER THK THICK/THICKNESS COURSE) GRID AUTO AUTOMATIC FRM FRAME OD OUTSIDE DIAMETER/OUTSIDE DIMENSION THR THRESHOLD AVG AVERAGE FS FULL SIZE OF OUTSIDE FACE DIMENSION THRU THROUGH/THROUGHOUT FT FEET/FOOT OFF OFFICE TOS TOP OF STEEL/TOP OF SLAB MASONRY VENEER BD BOARD FTG FOOTING OH OPPOSITE HAND/OVERHEAD TP TANGENT POINT DETAIL / PLAN CALLOUT BF BARRIER FREE FURN FURNISH/FURNISHED OPG OPENING TRAN TRANSOM/TRANSFORMER SIMILAR TO IDENTIFIED BIT BITUMINOUS FURR FURRING/FURRED OPP OPPOSITE TS TUBE SECTION/TUBE STEEL/ DETAIL BLDG BUILDING FVC FIRE VALVE CABINET OZ OUNCE TV TELEVISION MASONRY SECTION VIEW NUMBER BLK BLOCK/BLOCKING TW THROUGH WALL ON SHEET BLVD BOULEVARD G GAS PA PUBLIC ADDRESS TYP TYPICAL SIM 1 BM BEAM/BENCHMARK GA GAUGE PASS PASSAGE/PASSENGER A101 BRG BEARING GAL GALLON PBD PARTICLE BOARD UC UNDERCUT ALUMINUM BTU BRITISH THERMAL UNIT GALV GALVANIZED PC PIECE/PIECES/PRECAST CONCRETE UG UNDERGROUND INDICATES GB GRAB BAR / GYPSUM BOARD PCF POUNDS PER CUBIC FOOT UH UNIT HEATER SHEET WHERE C/C CENTER TO CENTER GC GENERAL CONTRACTOR PCP PRECAST CONCRETE PANEL UL UNDERWRITER'S LABORATORY DRAWN CEM CEMENT GF GROUND FACE PERF PERFORATED UON UNLESS OTHERWISE NOTED STEEL CF CUBIC FEET GFRC GLASS FIBER REINFORCED CONCRETE PERM PERMANENT UR URINAL CFM CUBIC FEET PER MINUTE GL GLASS/GRID LINE PERP PERPENDICULAR NORTH ARROW CG CORNER GUARD GND GROUND PG PAGE VAC VACUUM CH COAT HOOK GPH GALLONS PER HOUR PKG PARKING VAR VARIABLE/VARIES GLASS CIP CAST IRON PIPE/CAST IN PLACE GPM GALLONS PER MINUTE PL PLATE/PROPERTY LINE VENT VENTILATE/VENTILATION CIR CIRCLE/CIRCULAR GWB GYPSUM WALL BOARD PLBG PLUMBING VERT VERTICAL/VERTICALLY CJ CONTROL JOINT GYP GYPSUM PLF POUNDS PER LINEAR FOOT VEST VESTIBULE SECTION INDICATION CL CENTERLINE/CLASS PLWD PLYWOOD VIF VERIFY IN FIELD ASPHALT SHINGLES CLG CEILING H HIGH POL POLISHED VOL VOLUME CLOS CLOSET HB HOSE BIBB POS POSITION/POSITIVE VR VAPOR RETARDER SIM 1 CLR CLEAR HC HOLLOW CORE PREFAB PREFABRICATED CMU CONCRETE MASONRY UNIT HD HEAVY DUTY PROJ PROJECT/PROJECTION W WIDE/WIDTH/WEST/WASTE/WATTS EARTH A101 CO CLEAN OUT/COMPANY HDWD HARDWOOD PSF POUNDS PER SQUARE FOOT W/ WITH COL COLUMN HEX HEXAGON PSI POUNDS PER SQUARE INCH WC WATER CLOSET COMP COMPOSITION/COMPOSITE HHWR HEATING HOT WATER RETURN PT POINT/PAINT WD WOOD ELEVATION INDICATION GRASS CONC CONCRETE HHWS HEATING HOT WATER SUPPLY PTD PAINTED WL WORKING LINE DIRECTION OF 2 CONF CONFERENCE HM HOLLOW METAL PTN PARTITION WM WATER METER VIEW CONT CONTINUE/CONTINUOUS HORIZ HORIZONTAL PVC POLYVINYLCLORIDE WO WINDOW OPENING CORR CORRIDOR/CORRUGATED HP HIGH POINT/HORSE POWER PVMT PAVEMENT W/O WITHOUT NUMBER ON RIGID INSULAITON (SECTION) SHEET WHERE 1 CP CONTROL PANEL HR HOUR WP WATERPROOF/WEATHERPROOF 3 A101 1 DRAWN A101 CTR CENTER/CENTERED HT HEIGHT QTY QUANTITY WP WORKING POINT INDICATES SHEET CW COLDWATER H/V HEATING AND VENTILATION QTR QUARTER WT WEIGHT/WATERTIGHT WHERE DRAWN CY CUBIC YARD HVAC HEATING, VENTILATING & AIR WWF WELDED WIRE FABRIC 4 EXTRUDED POLY CONDITIONING R RISER WWM WELDED WIRE MESH DB DECIBEL HW HOT WATER RAD or R RADIUS WGL WIRE GLASS LEVEL INDICATION DBL DOUBLE HWH HOT WATER HEATER RC RAIN CONDUCTOR DIA DIAMETER RCP REFLECTED CEILING PLAN YD YARD Elevation MINERAL WOOL DIAG DIAGONAL ID IDENTIFICATION RD ROAD/ROOF DRAIN YR YEAR Name DIFF DIFFUSER IE INVERT ELEVATION REBAR REINFORCEMENT BAR DIM DIMENSION IN or " INCH/INCHES RECV RECEIVE/RECEIVING DL DEAD LOAD INCL INCLUDE/INCLUDING REF REFER/REFERENCE BATT INSULATION DN DOWN INFO INFORMATION REFR REFRIGERATOR REVISION CLOUD DP DAMPPROOFING INSUL INSULATATE/INSULATION REG REGISTER IDENTIFICATION DR DOOR/DRAIN/DINING ROOM INT INTERIOR/INTERNAL REINF REINFORCED/REINFORCE/MENT 1 DRN DRAIN REQD REQUIRED EXPANDED POLY DS DOWN SPOUT JB JUNCTION BOX/JOINT BACKER REV REVISED/REVISION DW DISHWASHER JC JANITOR CLOSET RFG ROOFING DWG DRAWING JR JUNIOR RH RIGHT HAND DOOR IDENTIFICATION RHR RIGHT HAND REVERSE PLYWOOD SECTION OPENINGS (DOOR & BORROWED LIGHT) SHALL E EAST K KIP (1000#) RM ROOM REPEAT ROOM NUMBER ASSIGNED TO ROOM. 101 EA EACH KD KNOCK DOWN RND ROUND MULTIPLE OPENINGS TO ROOM SHALL REPEAT ROOM NUMBER WITH A POSTSCRIPT LETTER E/E END TO END KIT KITCHEN RO ROUGH OPENING FOR EACH ADDITIONAL OPENING REQUIRED. EF EACH FACE/EXHAUST FAN KO KNOCK OUT ROW RIGHT OF WAY WOOD (ROUGH) 101 / 101A / 101B FOR NUMBER NEEDED EG EXHAUST GRILLE KP KICK PLATE RTU ROOF TOP UNIT EIFS EXTERIOR INSULATION AND FINISH SYSTEM LAB LABORATORY S SOUTH/STORM/SINK WINDOW IDENTIFICATION 1t EJ EXPANSION JOINT LAM LAMINATE/LAMINATED SA SUPPLY AIR FINISH WOOD EL/ELEV ELEVATION/ELEVATOR LAV LAVATORY SAG SUPPLY AIR GRILLE ELEC ELECTRIC/ELECTRICAL LF LINEAR FEET/FOOT SAN SANITARY WALL IDENTIFICATION EMER EMERGENCY LG LONG S SOUTH/STORM/SINK 1i ENCL ENCLOSURE/ENCLOSED LH LEFT HAND SA SUPPLY AIR ACT LAY-IN (2X2) DESCRIPTION STARTS AT WALL ENTR ENTRANCE/ENTRY LHRB LEFT HAND REVERSE BEVEL SAG SUPPLY AIR GRILLE SURFACE DESIGNATED EP ELECTRICAL PANEL LL LIVE LOAD SAN SANITARY EPDM ETHYLENE PROPYLENE LLH LONG LEG HORIZONTAL SC SOLID CORE ACT LAY-IN (2X2) DIENE MONOMER LLV LONG LEG VERTICAL SCHED SCHEDULE CEILING HEIGHT 9' -0" EQ EQUAL/EQUIVALENT LOC LOCATION SD SUPPLY DUCT/DIFFUSER EQUIP EQUIPMENT LP LIGHTING PANEL/LOW POINT SECT SECTION DIMENSION EST ESTIMATE LT LIGHT/LAUNDRY TRAY SF SQUARE FEET/SUPPLY FAN DIMENSION LINE ETC ETCETERA LTG LIGHTING SHR SHOWER GYPSUM BOARD EW EACH WAY LV LOW VOLTAGE SIM SIMILAR EX EXPOSED LW LIGHT WEIGHT SOG SLAB ON GRADE EXH EXHAUST SPEC SPECIFICATION CUT STONE MATCHLINE EXIST EXISTING MACH MACHINE SPKLR SPRINKLER A101.01 A101.01 EXP EXPANSION MAINT MAINTENANCE SPKR SPEAKER A102.01 A102.01 EXT EXTERIOR MAS MASONRY SQ SQUARE MATL MATERIAL STAG STAGGERED SHEET NUMBER GROUT F DEGREES FAHRENHEIT MAX MAXIMUM STC SOUND TRANSMISSION CLASS FA FIRE ALARM MECH MECHANICAL SS STAINLESS STEEL FAB FABRICATED MED MEDIUM ST STREET FD FLOOR DRAIN MEMB MEMBRANE STD STANDARD FDC FIRE DEPARTMENT CONNECTION MEZZ MEZZANINE STIFF STIFFENER FE FIRE EXTINGUISHER MFR MANUFACTURER STL STEEL MIN MINIMUM STOR STORAGE |
| ANCHOR BOL |
|---|
| ABOVE |
| ACOUSTIC/ACOUSTICAL |
| AIR CONDITIO |
| ACCESS |
| AIR CONDITIONING UNIT |
| ADDENDUM |
| ADJUSTABLE |
| FEC |
|---|
| FF F/F |
| FFE |
| FF& |
| FH |
| FHC |
| FIG |
| FIN |
| FIN FLR/FF |
| FIXT |
| FLA |
| FLG |
| FLR |
| FLU |
| FPM |
| FPR |
| FR |
| FRM |
| FS FT |
| FTG |
| FUR |
| FUR |
| FVC |
| FIRE EXTINGUISHER CABINE |
|---|
| FACTORY FINISH |
| FACE TO FACE/FINISH TO FINISH |
| FINISH FLOOR ELEVATION |
| FIXTURES, FURNISHINGS & EQUIPT. |
| FIRE HYDR |
| FIRE HOSE CABINET |
| FIGURE |
| FINISH/FINISHED |
| FINISH FLO |
| FIXTURE FLASHING |
| FLOORING/FLASHING/FLANG |
| FLOOR |
| FLUORESC |
| FEET PER MINUT |
| MIS |
|---|
| MK mm MO |
| MTG |
| MTL |
| MUL |
| STR |
|---|
| SUB |
| SUR |
| SW |
| SYM |
| SYS |
| STRUCTURA |
|---|
| SUBSTATION |
| SURFACE/SURFACING |
| SWITCH |
| SYMBOL/SYMMETRICA |
| SYSTEM |
| ABV |
|---|
| AC |
| A/C |
| ACC |
| ACH |
| ADD |
| ADJ |
| AFF |
| AHU |
| ALT |
| ALUM/AL |
| & |
| ANO |
| AP |
| APPROX |
| ARC |
| @ |
| AUT |
| AVG |
| MARK |
|---|
| MILLIMET |
| MASONRY OPENIN |
| MEETING |
| METAL/METTALIC |
| MULLION |
| PRECAST CONCRETE |
|---|
| SECTION |
| 1/8" = 1'-0" | 1 |
|---|
| TAN |
|---|
| T&B |
| T&G |
| TB |
| TBD |
| TD |
| TEC |
| TEL |
| TEM |
| THK |
| THR |
| THR |
| TOS |
| TP |
| TRA |
| TS TV |
| TW |
| TYP |
| TANGEN |
|---|
| TOP AND BOTTOM |
| TONGUE AND GROOV |
| TEST BOARING/TOWEL BAR |
| TACKBOARD/TO BE DETERMINED |
| TRENCH DRAIN |
| TECHNICAL |
| TELEPHONE |
| TEMPERATURE/TEMPORARY/TEMPERED |
| THICK/THICKNESS |
| THRESHOLD |
| THROUGH/THROUGHOUT |
| TOP OF STEEL/TOP OF SLAB |
| TANGENT POINT |
| TRANSOM/TRANSFORMER |
| TUBE SECTION/TUBE STEEL/ |
| TELEVISION |
| THROUGH WALL |
| TYPICAL |
| NIC |
|---|
| NO o |
| NOM |
| NRC |
| NTS |
| NOT IN CONTRACT |
|---|
| NUMBER |
| NOMINAL |
| NOISE REDUCTION COEFFICIENT |
| NEW COLUMN |
|---|
| GRID |
| ACCESS PAN |
|---|
| APPROXIMAT |
| ARCHITECT/ARCHITECTURAL |
| AT |
| OUTSIDE AIR/OVERALL |
|---|
| ON CENT |
| OUTSIDE DIAMETER/OUTSIDE DIMENSION |
| OUTSIDE FACE DIMENSION |
| OFFICE |
| OPPOSITE HAND/OVERHEA |
| OPENING |
| OPPOSIT |
| FIRE RETARDANT |
|---|
| FRAME FULL SIZE |
| FEET/FOOT |
| FOOTING |
| FURNISH/FURNISHED |
| FURRING/FURRE |
| FIRE VALVE CABINET |
| EXISTING COLUM |
|---|
| GRID |
| OFF |
|---|
| OH |
| OPG |
| OPP |
| BOAR |
|---|
| BARRIER FRE |
| BITUMINOUS BUILDING |
| BLOCK/BLOC |
| BOULEVARD |
| BEAM/BENCH |
| BEARING |
| BRITISH THERMAL UNIT |
| BIT |
|---|
| BLD |
| BLK |
| BLV |
| BM |
| BRG |
| BTU |
| PUBLIC ADDRESS |
|---|
| PASSAGE/PASSENGER |
| PARTICLE BOARD |
| PIECE/PIECES/PRECAST CONCRETE |
| POUNDS PER CUBIC FOOT |
| PRECAST CONCRETE PANE |
| PERFORATED |
| PERMANE |
| PAS |
|---|
| PBD |
| PC |
| PCF |
| PCP |
| PER |
| PER |
| PER |
| PG |
| PKG |
| PL |
| PLB |
| PLF PLW |
| POL POS |
| PREFAB |
| PRO |
| PSF |
| PSI PT |
| PTD |
| PTN |
| PVC PVM |
| WAYNE STATE UNIVERSITY |
|---|
| 5454 Cass Ave |
| GAL |
|---|
| GAL |
| GB GC GF |
| GFR |
| GL |
| GND |
| GPH |
| GPM |
| GW |
| GALVANIZE |
|---|
| GRAB BAR / GYPSUM BOARD |
| GENERAL CONTRACTOR |
| GROUND F |
| GLASS FIBER REINFORCED CONCRETE |
| GLASS/GRID LINE |
| GROUND |
| GALLONS PER HOUR |
| UG |
|---|
| UH UL |
| UON |
| UNDERGROUND |
|---|
| UNIT HEATE |
| UNDERWRITER'S LABORATORY |
| UNLESS OTHERWISE NOTED |
| INDICATES |
|---|
| SHEET WHERE |
| DRAWN |
| C/C |
|---|
| CEM |
| CF |
| CFM |
| CG CH |
| CIP |
| CIR |
| CJ CL |
| CLG CLO |
| CLR |
| CM |
| CO |
| COL |
| CO |
| CON |
| CON |
| CON COR |
| CP CTR |
| CW |
| CENTER TO C |
|---|
| CEMENT CUBIC FEET |
| CUBIC FEET PER MINUT |
| CORNER GUA |
| COAT HOOK |
| CAST IRON PIPE/CAST IN PLACE |
| CIRCLE/CIRC |
| CONTROL JOI CENTERLINE/ |
| 313 | -577- | 4310 phone |
|---|---|---|
| www.wayne.edu |
| ARCHITECT |
|---|
| INTOTO STUDIO LLC |
| 6505 Woodward, Suite 200 |
| Detroit, MI 48202 |
| 313-395-5030 phone www.intotostudio.com |
| PAGE |
|---|
| PARKING |
| PLATE/PROPERTY LINE |
| VAC |
|---|
| VAR |
| VEN |
| VER |
| VES VIF |
| VACUUM |
|---|
| VARIABLE/VARIES |
| VENTILATE/VENTILATION |
| CLEAR |
|---|
| CONCRETE MASONRY UNIT |
| HOLLOW C |
|---|
| HEAVY DUT |
| HARDWOO |
| HEXAGON |
| HEATING HOT WATER RETUR |
| HEATING HOT WATER SUPPL |
| PREFABRICATED |
|---|
| PROJECT/PROJECTION |
| POUNDS PER SQUARE FOO |
| POUNDS PER SQUARE INCH |
| POINT/PA |
| PAINTED |
| PARTITIO |
| WIDE/WIDTH/WEST/WASTE/WATTS |
|---|
| WITH |
| WATER CLOSET |
| WOOD |
| HDW |
|---|
| HEX |
| HHW |
| HHW |
| HM |
| HOR HP |
| HR HT |
| H/V |
| COLUMN |
|---|
| COMPOSITION/COMPOSITE |
| CONCRETE |
| CONFERENCE |
| WC |
|---|
| WD |
| WL |
| WM |
| WO W/O |
| WP WP |
| WT |
| WW WW |
| WG |
| CONTROL PA CENTER/CEN |
|---|
| COLDWATER |
| RAD or R |
|---|
| RC RCP |
| RD REB |
| REC |
| REF |
| REF |
| REG |
| REIN |
| REQ |
| REV |
| RFG RH RHR |
| RM RND |
| RO |
| ROW |
| RTU |
| DBL DIA |
|---|
| DIA DIF |
| DIM |
| DL DN DP DR |
| DRN |
| DS |
| ID IE |
|---|
| IN o |
| INC |
| INF |
| INS |
| INT |
| INCH/INCHE |
|---|
| INCLUDE/INCLUDING |
| INFORMATI |
| INSULATATE/INSULATION |
| INTERIOR/INTERNAL |
| RECEIVE/RECEIVI |
|---|
| REFER/REFERENC |
| DOWN |
|---|
| DAMPPROOFI |
| DOOR/DRAIN/DINING ROOM |
| DRAIN |
| DOWN SPOUT |
| REGISTER |
|---|
| REINFORCED/REINFORCE/MENT |
| REQUIRE |
| REVISED/REVISIO |
| E/E |
|---|
| EF EG |
| EIF |
| KITCHEN |
|---|
| KNOCK OU |
| KICK PLATE |
| EACH FACE/EXHAUST FAN |
|---|
| EXHAUST GRI |
| EXTERIOR INSULATION AND |
| FINISH SYSTE |
| EXPANSION J |
| LAB |
|---|
| LAM |
| LAV |
| LF LG LH |
| LHR |
| LL |
| LLH |
| LLV |
| LOC |
| LP LT |
| LABORATO |
|---|
| LAMINATE/LAMINATED |
| LAVATORY |
| LINEAR FEET/FOOT |
| LONG |
| LEFT HAND |
| LEFT HAND REVERSE BEVEL |
| LIVE LOAD |
| LONG LEG HORIZONTAL |
| LONG LEG VERTICAL |
| LOCATION |
| LIGHTING PANEL/LOW POINT |
| SOUTH/STORM/SI |
|---|
| SUPPLY A |
| SUPPLY AIR GRILL |
| SANITARY |
| SOUTH/STORM/SI |
| SUPPLY A |
| SUPPLY AIR GRILL |
| SANITARY |
| SOLID CO |
| SCHEDUL |
| SUPPLY DUCT/DIFFUSER |
| SECTION |
| EL/ELEV |
|---|
| ELE |
| EME |
| ENC |
| ENT |
| EP |
| EPD |
| SAG |
|---|
| SAN |
| S |
| ELECTRIC/ELECTRICAL |
|---|
| EMERGENCY |
| ENCLOSURE/ENCLOSED |
| ENTRANCE/E |
| ELECTRICAL |
| ETHYLENE PROPYLENE |
| DIENE MONO |
| EQUAL/EQUIV |
| ACT LAY- | IN (2X2) |
|---|
| SAG |
|---|
| SAN |
| SC |
| SCH |
| SD |
| SEC |
| SF |
| SHR SIM |
| SOG |
| SPE |
| SPK |
| SPK |
| SQ |
| STA |
| STC |
| SS ST |
| STD |
| STIF |
| STL |
| STO |
| ACT LAY- | IN (2X2) |
|---|
| EQU |
|---|
| EST |
| ETC EW |
| EX |
| EXH |
| EXI |
| EXP |
| EXT |
| LIGHTING LOW VOLTA |
|---|
| LIGHT WEIG |
| MAC |
|---|
| MAI |
| MAS |
| MAT |
| MAX |
| MEC |
| MED |
| MEM |
| MEZ |
| MFR |
| MIN |
| SPRINKLE |
|---|
| SPEAKER |
| SQUARE |
| STAGGER |
| SOUND TRANSMISSION CLASS |
| STAINLESS STEEL |
| STREET |
| STANDAR |
| STIFFENE |
| STEEL |
| STORAGE |
| MAINTENA |
|---|
| MASONRY MATERIAL MAXIMUM |
| MECHANIC |
| MEDIUM |
| MEMBRANE |
| MEZZANINE |
| MANUFACTURER |
| DEGREES FAHRENHEIT |
|---|
| FIRE ALARM |
| FABRICATED |
| FLOOR DRAIN |
| FIRE DEPARTMENT CONNECTION |
| FIRE EXTINGU |
| FAB |
|---|
| FD |
| FDC |
| No. | Date | Description |
| 4 | 05/15/2026 | BID SET |
| Project Number: | 00.000.00 |
|---|
| Scale: |
|---|
| Drawing Title |
| Drawing No: |
|---|
DRAWING SYMBOLS
ROOM NAME ROOM NAME / NUMBER
101
VIEW NAME / NUMBER
View Name 1 1/8" = 1'-0"
NEW COLUMN H
GRID
EXISTING COLUMN H
GRID
DETAIL / PLAN CALLOUT
SIMILAR TO IDENTIFIED
DETAIL
VIEW NUMBER
ON SHEET
SIM
1
A101
INDICATES
SHEET WHERE
DRAWN
NORTH ARROW
SECTION INDICATION
SIM
1
A101
ELEVATION INDICATION
DIRECTION OF 2
VIEW
NUMBER ON
SHEET WHERE 1
3 A101 1
DRAWN A101
INDICATES SHEET
WHERE DRAWN
4
LEVEL INDICATION
Elevation
Name
REVISION CLOUD
IDENTIFICATION
1
DOOR IDENTIFICATION
OPENINGS (DOOR & BORROWED LIGHT) SHALL
REPEAT ROOM NUMBER ASSIGNED TO ROOM.
MULTIPLE OPENINGS TO ROOM SHALL REPEAT
ROOM NUMBER WITH A POSTSCRIPT LETTER
FOR EACH ADDITIONAL OPENING REQUIRED.
101 / 101A / 101B FOR NUMBER NEEDED
WINDOW IDENTIFICATION 1t
WALL IDENTIFICATION
1i
DESCRIPTION STARTS AT WALL
SURFACE DESIGNATED
CEILING HEIGHT 9' -0"
DIMENSION
DIMENSION LINE
MATCHLINE A101.01 A101.01
A102.01 A102.01
SHEET NUMBER
101
ABBREVIATIONS
MATERIAL SYMBOLS
AB ANCHOR BOLT FEC FIRE EXTINGUISHER CABINET MISC MISCELLANEOUS STRL STRUCTURAL
CONCRETE SECTION ABV ABOVE FF FACTORY FINISH MK MARK SUB SUBSTATION
AC ACOUSTIC/ACOUSTICAL F/F FACE TO FACE/FINISH TO FINISH mm MILLIMETER SURF SURFACE/SURFACING
A/C AIR CONDITIONING FFE FINISH FLOOR ELEVATION MO MASONRY OPENING SW SWITCH
ACC ACCESS FF&E FIXTURES, FURNISHINGS & EQUIPT. MTG MEETING SYM SYMBOL/SYMMETRICAL PRECAST CONCRETE
ACH AIR CONDITIONING UNIT FH FIRE HYDRANT MTL METAL/METTALIC SYS SYSTEM SECTION
ADD ADDENDUM FHC FIRE HOSE CABINET MULL MULLION
ADJ ADJUSTABLE FIG FIGURE T THERMOSTAT/TREAD
AFF ABOVE FINISH FLOOR FIN FINISH/FINISHED N NORTH TAN TANGENT CMU
AHU AIR HANDLING UNIT FIN FLR/FF FINISH FLOOR NA NOT APPLICABLE T&B TOP AND BOTTOM
ALT ALTERNATE FIXT FIXTURE NIC NOT IN CONTRACT T&G TONGUE AND GROOVE
ALUM/AL ALUMINUM FLASH FLASHING NO or # NUMBER TB TEST BOARING/TOWEL BAR
& AND FLG FLOORING/FLASHING/FLANGE NOM NOMINAL TBD TACKBOARD/TO BE DETERMINED
CMU SECTION
ANOD ANODIZED FLR FLOOR NRC NOISE REDUCTION COEFFICIENT TD TRENCH DRAIN
AP ACCESS PANEL FLUOR FLUORESCENT NTS NOT TO SCALE TECH TECHNICAL
APPROX APPROXIMATE FPM FEET PER MINUTE TEL TELEPHONE
ARCH ARCHITECT/ARCHITECTURAL FPR FIREPROOF/FIREPROOFING OA OUTSIDE AIR/OVERALL TEMP TEMPERATURE/TEMPORARY/TEMPERED
MASONRY VENEER (SOLDIER
@ AT FR FIRE RETARDANT OC ON CENTER THK THICK/THICKNESS COURSE)
AUTO AUTOMATIC FRM FRAME OD OUTSIDE DIAMETER/OUTSIDE DIMENSION THR THRESHOLD
AVG AVERAGE FS FULL SIZE OF OUTSIDE FACE DIMENSION THRU THROUGH/THROUGHOUT
FT FEET/FOOT OFF OFFICE TOS TOP OF STEEL/TOP OF SLAB MASONRY VENEER
BD BOARD FTG FOOTING OH OPPOSITE HAND/OVERHEAD TP TANGENT POINT
BF BARRIER FREE FURN FURNISH/FURNISHED OPG OPENING TRAN TRANSOM/TRANSFORMER
BIT BITUMINOUS FURR FURRING/FURRED OPP OPPOSITE TS TUBE SECTION/TUBE STEEL/
BLDG BUILDING FVC FIRE VALVE CABINET OZ OUNCE TV TELEVISION MASONRY SECTION
BLK BLOCK/BLOCKING TW THROUGH WALL
BLVD BOULEVARD G GAS PA PUBLIC ADDRESS TYP TYPICAL
BM BEAM/BENCHMARK GA GAUGE PASS PASSAGE/PASSENGER
BRG BEARING GAL GALLON PBD PARTICLE BOARD UC UNDERCUT ALUMINUM
BTU BRITISH THERMAL UNIT GALV GALVANIZED PC PIECE/PIECES/PRECAST CONCRETE UG UNDERGROUND
GB GRAB BAR / GYPSUM BOARD PCF POUNDS PER CUBIC FOOT UH UNIT HEATER
C/C CENTER TO CENTER GC GENERAL CONTRACTOR PCP PRECAST CONCRETE PANEL UL UNDERWRITER'S LABORATORY
CEM CEMENT GF GROUND FACE PERF PERFORATED UON UNLESS OTHERWISE NOTED STEEL
CF CUBIC FEET GFRC GLASS FIBER REINFORCED CONCRETE PERM PERMANENT UR URINAL
CFM CUBIC FEET PER MINUTE GL GLASS/GRID LINE PERP PERPENDICULAR
CG CORNER GUARD GND GROUND PG PAGE VAC VACUUM
CH COAT HOOK GPH GALLONS PER HOUR PKG PARKING VAR VARIABLE/VARIES GLASS
CIP CAST IRON PIPE/CAST IN PLACE GPM GALLONS PER MINUTE PL PLATE/PROPERTY LINE VENT VENTILATE/VENTILATION
CIR CIRCLE/CIRCULAR GWB GYPSUM WALL BOARD PLBG PLUMBING VERT VERTICAL/VERTICALLY
CJ CONTROL JOINT GYP GYPSUM PLF POUNDS PER LINEAR FOOT VEST VESTIBULE
CL CENTERLINE/CLASS PLWD PLYWOOD VIF VERIFY IN FIELD ASPHALT SHINGLES
CLG CEILING H HIGH POL POLISHED VOL VOLUME
CLOS CLOSET HB HOSE BIBB POS POSITION/POSITIVE VR VAPOR RETARDER
CLR CLEAR HC HOLLOW CORE PREFAB PREFABRICATED
CMU CONCRETE MASONRY UNIT HD HEAVY DUTY PROJ PROJECT/PROJECTION W WIDE/WIDTH/WEST/WASTE/WATTS EARTH
CO CLEAN OUT/COMPANY HDWD HARDWOOD PSF POUNDS PER SQUARE FOOT W/ WITH
COL COLUMN HEX HEXAGON PSI POUNDS PER SQUARE INCH WC WATER CLOSET
COMP COMPOSITION/COMPOSITE HHWR HEATING HOT WATER RETURN PT POINT/PAINT WD WOOD
GRASS
CONC CONCRETE HHWS HEATING HOT WATER SUPPLY PTD PAINTED WL WORKING LINE H
CONF CONFERENCE HM HOLLOW METAL PTN PARTITION WM WATER METER
CONT CONTINUE/CONTINUOUS HORIZ HORIZONTAL PVC POLYVINYLCLORIDE WO WINDOW OPENING
CORR CORRIDOR/CORRUGATED HP HIGH POINT/HORSE POWER PVMT PAVEMENT W/O WITHOUT
RIGID INSULAITON (SECTION)
CP CONTROL PANEL HR HOUR WP WATERPROOF/WEATHERPROOF
CTR CENTER/CENTERED HT HEIGHT QTY QUANTITY WP WORKING POINT
CW COLDWATER H/V HEATING AND VENTILATION QTR QUARTER WT WEIGHT/WATERTIGHT
CY CUBIC YARD HVAC HEATING, VENTILATING & AIR WWF WELDED WIRE FABRIC
EXTRUDED POLY
CONDITIONING R RISER WWM WELDED WIRE MESH
DB DECIBEL HW HOT WATER RAD or R RADIUS WGL WIRE GLASS
DBL DOUBLE HWH HOT WATER HEATER RC RAIN CONDUCTOR
DIA DIAMETER RCP REFLECTED CEILING PLAN YD YARD
MINERAL WOOL
DIAG DIAGONAL ID IDENTIFICATION RD ROAD/ROOF DRAIN YR YEAR
DIFF DIFFUSER IE INVERT ELEVATION REBAR REINFORCEMENT BAR
G
DIM DIMENSION IN or " INCH/INCHES RECV RECEIVE/RECEIVING
DL DEAD LOAD INCL INCLUDE/INCLUDING REF REFER/REFERENCE
BATT INSULATION
DN DOWN INFO INFORMATION REFR REFRIGERATOR
DP DAMPPROOFING INSUL INSULATATE/INSULATION REG REGISTER
DR DOOR/DRAIN/DINING ROOM INT INTERIOR/INTERNAL REINF REINFORCED/REINFORCE/MENT
DRN DRAIN REQD REQUIRED EXPANDED POLY
DS DOWN SPOUT JB JUNCTION BOX/JOINT BACKER REV REVISED/REVISION
DW DISHWASHER JC JANITOR CLOSET RFG ROOFING
DWG DRAWING JR JUNIOR RH RIGHT HAND
RHR RIGHT HAND REVERSE PLYWOOD SECTION
E EAST K KIP (1000#) RM ROOM
EA EACH KD KNOCK DOWN RND ROUND
E/E END TO END KIT KITCHEN RO ROUGH OPENING
EF EACH FACE/EXHAUST FAN KO KNOCK OUT ROW RIGHT OF WAY WOOD (ROUGH) F
EG EXHAUST GRILLE KP KICK PLATE RTU ROOF TOP UNIT
EIFS EXTERIOR INSULATION AND
FINISH SYSTEM LAB LABORATORY S SOUTH/STORM/SINK
EJ EXPANSION JOINT LAM LAMINATE/LAMINATED SA SUPPLY AIR FINISH WOOD
EL/ELEV ELEVATION/ELEVATOR LAV LAVATORY SAG SUPPLY AIR GRILLE
ELEC ELECTRIC/ELECTRICAL LF LINEAR FEET/FOOT SAN SANITARY
EMER EMERGENCY LG LONG S SOUTH/STORM/SINK
ENCL ENCLOSURE/ENCLOSED LH LEFT HAND SA SUPPLY AIR ACT LAY-IN (2X2)
ENTR ENTRANCE/ENTRY LHRB LEFT HAND REVERSE BEVEL SAG SUPPLY AIR GRILLE
EP ELECTRICAL PANEL LL LIVE LOAD SAN SANITARY
EPDM ETHYLENE PROPYLENE LLH LONG LEG HORIZONTAL SC SOLID CORE
ACT LAY-IN (2X2)
DIENE MONOMER LLV LONG LEG VERTICAL SCHED SCHEDULE
EQ EQUAL/EQUIVALENT LOC LOCATION SD SUPPLY DUCT/DIFFUSER
EQUIP EQUIPMENT LP LIGHTING PANEL/LOW POINT SECT SECTION E
EST ESTIMATE LT LIGHT/LAUNDRY TRAY SF SQUARE FEET/SUPPLY FAN
ETC ETCETERA LTG LIGHTING SHR SHOWER GYPSUM BOARD
EW EACH WAY LV LOW VOLTAGE SIM SIMILAR
EX EXPOSED LW LIGHT WEIGHT SOG SLAB ON GRADE
EXH EXHAUST SPEC SPECIFICATION
CUT STONE EXIST EXISTING MACH MACHINE SPKLR SPRINKLER EXP EXPANSION MAINT MAINTENANCE SPKR SPEAKER
EXT EXTERIOR MAS MASONRY SQ SQUARE
MATL MATERIAL STAG STAGGERED
GROUT
F DEGREES FAHRENHEIT MAX MAXIMUM STC SOUND TRANSMISSION CLASS
FA FIRE ALARM MECH MECHANICAL SS STAINLESS STEEL
FAB FABRICATED MED MEDIUM ST STREET
FD FLOOR DRAIN MEMB MEMBRANE STD STANDARD
D
FDC FIRE DEPARTMENT CONNECTION MEZZ MEZZANINE STIFF STIFFENER
FE FIRE EXTINGUISHER MFR MANUFACTURER STL STEEL
MIN MINIMUM STOR STORAGE
C
Project Number:00.000.00
B Drawn By: Approved By:
Scale:
Drawing Title
Drawing No:
A
15 11 10 9 8 7 6 5 4 3 2 1
"63
x
"42
:eziS
teehS
CLL
OIDUTS
OTOTNI
2202
(C)
WSU Science Hall
Renovations
Science Hall: 5045 Cass Ave
Detroit, MI 48202
K
WSU#: 005-428852
J
OWNER
DESIGN & CONSTRUCTION SERVICES
WAYNE STATE UNIVERSITY
5454 Cass Ave
Detroit, MI 48202
313-577-4310 phone
www.wayne.edu
ARCHITECT
I INTOTO STUDIO LLC
6505 Woodward, Suite 200
Detroit, MI 48202
313-395-5030 phone
www.intotostudio.com
Key Plan
Registration Seal
R
O N
F O
O
T TI
C
N U R T
S
N
O
C
No. Date Description
4 05/15/2026 BID SET
Author Checker
As indicated
GENERAL NOTES
AG02
14 13 12
| GENERAL REQUIREMENTS | DEMOLITION | FINISHES | ||
|---|---|---|---|---|
| SECTION 011000 -SUMMARY 1. The scope of work includes: renovation of a portion of Old Main Basement level, and Science Hall Level 01 lounges. 2. Low Voltage Work: comply with WSU C&IT standards: https://tech.wayne.edu/docs/wsu_comm_standards-12182020.pdf 3. Construction Operations: Limited to areas noted on Drawings. 4. Provide access to and from site as required by law and by Owner: 5.1. Emergency Building Exits During Construction: Keep all exits required by code open during construction period; provide temporary exit signs if exit routes are temporarily altered. 5.2. Do not obstruct roadways, sidewalks, or other public ways without permit. 5. Visit site, check facilities and conditions, verify all utility connections, and take all items into consideration in bid. 6. Systems are to be complete and workable in all respects, placed in operation and properly adjusted. 7. The Contractor shall be solely responsible for construction means, methods, sequences of construction, and the safety of workers. 8. Conform to all applicable codes and government regulations. 9. Obtain permits and pay all fees. Arrange for all required inspections and approvals. SECTION 012000 -PRICE AND PAYMENT PROCEDURES 1. Schedule of Values: Use AIA G703 unless otherwise stipulated in the Agreement or required by Owner. 1.1. Submit within 15 days after executing Owner-Contractor Agreement unless otherwise stipulated in Bid Documents or requested by Owner. 2. Applications for Progress Payment: Use AIA G702 unless olherwise stipulated in the Agreement or required by Owner. 2.1. Payment Period: As stipulated in Owner-Contractor Agreement. 2.2. Use dala from approved Schedule of Values. Provide dollar value in each column for each line item for portion of work performed and for products and materials stored on site. 2.3. List each Change Order as a separate line item with Change Order number and dollar value. 2.4. Include conditional release of liens from each Subcontractor and vendor for current month's payment application, and unconditional release of liens from each Subcontractor and vendor for the previous month's payment application. 3. Modification Procedures: 3.1. Supplemental Instructions: For minor modifications not involving an adjustment to the Contract Sum or Contract Time; Architect will review all proposed changes with the Owner before issuing instructions directly to Contractor. 3.2. Construction Change Directive: For other required modifications, Architect will issue a document signed by Architect and Owner instructing Contractor to proceed with the modification, for subsequent inclusion in a Change Order. 3.3. Proposal Request: For modifications for which advance pricing is desired, Architect will issue a document which includes a detailed description of a proposed modification with supplementary or revised drawings and specifications, a modification in Contract Time for executing the modification with a stipulation of any overtime work required and the period of time during which the requested price will be considered valid. Contractor shall prepare and submit a fixed price quotation within 10 days. 3.4. Change Order: Contractor may propose a change by submitting a request for change order or modification to Architect, describing the proposed change and its full effect on the Work, with a statement describing the reason for the change, and the effect on the Contract Sum and Contract Time with full documentation and a statement describing the effect on Work by separate or other contractors. 3.4.1. Substantiation of Costs: Provide full information required for evaluation. 3.5. Execution of Change Orders: Contractor will issue Change Orders for signatures of Owner and Architect. 3.5.1. Promptly revise Schedule of Values and Application for Payment forms to record each authorized Change Order as a separate line item and adjust the Contract Sum. 3.52. Promptly revise progress schedules to reflect any change in Contract Time, revise sub-schedules to adjust times for other items of work affected by the change, and resubmit. 4. Application for Final Payment: 4.1. Application for Final Payment will not be considered until the following have been accomplished: 4.1.1. Closeout procedures have been completed. 4.1.2. As-Built and Record Drawings have been submitted and approved by Owner. 4.1.3. Authority Having Jurisdiction has issued a Certificate of Occ:upancy. 4.1.4. Owner and Architect have accepted the Work. SECTION 012500 -SUBSTITUTION PROCEDURES 1. Base equipment manufacturer, model, and capacity of equipment are listed on the drawings or in this specification. Any other manufacturer is considered a substitution. 2. Substitution Request for products, assemblies, materials, and equipment constitutes a representation that the submitter: 2.1. Has investigated proposed product and determined that it meets or exceeds the quality level of the specified product, equipment, assembly, or system. 2.2. Agrees to provide the same warranty for the substitution as for the specified product. 2.3. Agrees to provide same or equivalent maintenance service and source of replacement parts, as applicable. 2.4. Agrees to coordinate installation and make changes to other work that may be required for the work to be complete, with no additional cost to Owner. 2.5. Waives claims for additional costs or time extension that may subsequently become apparent. 2.6. Agrees to reimburse Owner and Architect for review or redesign services associated with re-approval by authorities. 3. Document each request with complete data substantiating compliance of proposed substitution with Contract Documents. Burden of proof is on proposer. 3.1. Note explicitly any non-compliant characteristics. 4. Content: Include information necessary for tracking the status of each Substitution Request, and information necessary to provide an actionable response, including project information, description of substitution and why specified item cannot be provided, differences between items, description of how substitution affects other work, comparative product and performance data, visual effect, warranties, samples, and changes to contract time or contract sum. 4.1. Form: Use CSI Form 13.1A or other form approved by Architect 5. Substitutions During Construction: Submit request for Substitution for Convenience immediately upon discovery of its potential advantage to the project, but not later than 14 days prior to time required for review and approval by Architect, in order to stay on approved project schedule. 6. Substitutions will not be considered under one or more of the following circumstances: 6.1. When they are indicated or implied on shop drawing or product data submittals, without having received prior approval. 6.2. Without a separate written request. 6.3. When acceptance will require revisions to the Contract Documents. 7. Accepted substitutions change the work of the Project. They will be documented and incorporated into work of the project by Change Order, Construction Change Directive, Architectural Supplementary Instructions, or similar instruments provided for in the Conditions of the Contract. SECTION 013000 -ADMINISTRATIVE REQUIREMENTS 1. RFIs: Prepare an RFI immediately upon discovery of a need for interpretation of the Contract Documents. Failure to submit a RFI in a timely manner is not a legitimate cause for claiming additional costs or delays in execution of the work. 1.1. Content: Include identifiers necessary for tracking the status of each RFI, and information necessary to provide an actionable response. 1.2. Attachments: Include sketches, coordination drawings, descriptions, photos, submittals, and other information necessary to substantiate the reason for the request. 1.3. Prepare and maintain a tabular log of RFIs for the duration of the project. 1.4. Review Time: Architect will respond and return RFIs within seven calendar days of receipt. For the purpose of establishing the start of the mandated response period, RFIs received after 12:00 noon will be considered as having been received on the following regular working day. 1.5. Responses; Content of answered RFIs will not constitute in any manner a directive or authorization to perform extra work or delay the project. If in Contractor's belief it is likely to lead to a change to Contract Sum or Contract Time, promptly issue a notice to this effect, and follow up with an appropriate Change Order request to Owner. 2. Submittals: When the following are specified in individual sections, submit them for review: Product data, shop drawings, samples for selection, samples for verification, delegated engineering design documentation and calculations, and other documents indicated. 2.1. Submit a single transmittal, sequentially numbered, for related items. 2.2. Apply contractor's stamp, signed or initialed, certifying that review, approval, and coordination of information is in accordance with the Contract Documents. 2.3. For each submittal for review, allow 14 days excluding delivery time to and from the Contractor. For sequential reviews involving Architect's consultants, Owner, or another affected party, allow an additional 7 days. 2.4. Incomplete submittals will not be reviewed, unless they are partial submittals for distinct portion(s) of the work, and have received prior approval for their use. 2.5. Submittals not requested will be recognized, and will be returned "Not Reviewed". 3. Provide a comprehensive photographic survey of the site and building conditions prior to the commencement of Work. Photos shall be of high resolution and sufficiently detailed to determine existing conditions, such as cracked concrete, chipped steps, broken or cracked windows, and other general conditions in areas that will be affected by the movement of workers or materials. 3.1. Transmit photographs in electronic form to the Owner and Architect prior to the commencement of Work. | SECTION 014000 -QUALITY REQUIREMENTS 1. Designer Qualifications: Where professional engineering design services and design data submittals are specifically required of Contractor by Contract Documents, provide services of a Professional Engineer experienced in design of this type of work and licensed in the State in which the project is located. 2. Reference Standards: For products and workmanship specified by reference to a document or documents not included in the Project Manual, also referred to as reference standards, comply with requirements of this standard, except when more rigid requirements are specified or are required by applicable codes. 3. Testing: As indicated in individual specifications sections, Owner or Contractor shall employ and pay for services of an independent testing agency to perform specified testing. 3.1. Re-testing required because of non-compliance with specified requirements shall be performed by the same agency on instructions by Architect. 3.2. Re-testing required because of non-compliance with specified requirements shall be paid for by Contractor. 4. Control of Installation: 4.1. Monitor quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce work of specified quality. 4.2. Comply with manufacturers' instructions, including each step in sequence. 4.3. Should manufacturers' instructions conflict with Contract Documents, request clarification from Architect before proceeding. Comply with specified standards as minimum quality for the work except where more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship. 4.4. Verify that field measurements are as indicated on shop drawings or as instructed by the manufacturer. 4.5. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion, and disfigurement. 4.6. It is the contractor's responsibility to check and conform to field conditions and manufacturer's requirements prior to starting work. SECTION 015000 -TEMPORARY FACILITIES 1. Water Service: Use water from Owner's existing water system without metering and without payment of use charges. 2. Electric Power Service: Use electric power from Owner's existing system without metering and without payment of use charges. Comply with ANSI A10.6, NECA's "Temporary Electrical Facilities," and NFPA 241. Comply with NECA, NEMA, and UL standards and regulations for temporary electric service. Install service to comply with NFPA 70. 3. Tests and Inspections: arrange for authorities having jurisdiction to test and inspect each temporary utility before use. Obtain required certifications and permits. 4. Field Offices: Provide field office(s) in location acceptable to Owner. 5. Provide Fire Extinguishers: Hand carried, portable, and UL rated. Provide class and extinguishing agent as indicated or a combination of extinguishers of NFPA-recommended classes for exposures. Comply with NFPA 10 and NFPA 241 for classiflcation, extinguishing agent and size required by location and class of fire exposure. 6. Sewers and Drainage: If sewers are available, provide temporary connections to remove effluent that can be discharged lawfully. If neither sewers nor drainage facillties can be lawfully used for discharge of effluent, provide containers to remove and dispose of effluent off-site in a lawful manner. After heavy use, restore nonnal conditions promptly. 7. Sanitary Facilities: Coordinate use of existing facilities with Owner. Restore facilities to same or better condition after Project completion. 8. Safety Facilities: Provide safety showers, eyewash fountains, and similar facilities for convenience, safety, and sanitation of personnel. 9. Electric Distribution: Provide receptacle outlets adequate for connection of power tools end equipment. Provide waterproof connectors to connect separate lengths of electrical power cords if single lengths will not reach areas where construction activities are in progress. Do not exceed safe length-voltage ratio. 10. Lighting: Provide temporary lighting with local switching that provides adequate illumination for construction operations and traffic conditions. 11. Project Identification and Temporary Signs: Prepare project identification and other signs in sizes and locations approved by owner. Install signs where indicated to inform public and persons seeking entrance to project. Do not permit installation of unauthorized signs. 12. Securlty Enclosure and Lockup: Install substantial and serure temporary enclosure around partially completed areas of construction. Provide lockable entrances to prevent unauthorized entrance, vandalism, theft, and similar violations of security. 13. Barricades, Warning Signs, and lights: comply with standards and code requirements for erecting structurally adequate barricades. Paint with appropriate colors, graphics, and warning signs or lights, as needed, to inform personnel and public of possible hazard. SECTION 016000 -PRODUCT REQUIREMENTS 1. New Products: Provide new products, free from defects, unless specifically required or permitted by the Contract Documents. 2. Product Selections: 2.1. Or Equal: For products specified by name and accompanied by the term "or equal," or "or approved equal," or "or approved," comply with requirements for comparable products to obtain approval for use of an unnamed product. 2.2. Submit additional documentation, when requested by Architect, to establish equivalency of proposed products. Evaluation of "comparable" products and "or equal" products are by the Architect, whose determination is final. 2.3. Basis-of-Design (BOD) Product Specification: A specification in which a specific manufacturer's product is named and accompanied by the words "Basis of Design," including make or model number or other designation. In addition to the basis-of-design product description, product attributes and characteristics may be listed to establish the significant qualities related to type, function, in-service performance and physical properties, weight, dimension, durability, visual characteristics, and other special features and requirements for purposes of evaluating comparable products of additional manufacturers. 2.4. Comparable Product: Product that is demonstrated and approved by Architect through submittal process to have the indicated qualities related to type, function, dimension, in-service performance, physical properties, appearance, and other characteristics that equal or exceed those of specified product. 3. Provide full warranty on all materials, equipment and workmanship for one (1) year from date of acceptance, unless noted otherwise. Repair or replace without charge to the Owner all items found defective during the warranty period. 4. Transportation and Handling: 4.1. Package products for shipment in manner to prevent damage; for equipment, package to avoid loss of factory calibration. 4.2. If special precautions are required, attach instructions prominently and legibly on outside of packaging. 4.3. Coordinate schedule of product delivery to designated prepared areas in order to minimize site storage time and potential damage to stored materials. 4.4. Transport and handle products in accordance with manufacturer's instructions. 4.5. Transport materials in covered trucks to prevent contamination of product and littering of surrounding areas. 4.6. Promptly inspect shipments to ensure that products comply with requirements, quantities are correct, and products are undamaged. 4.7. Provide equipment and personnel to handle products by methods to prevent soiling, disfigurement, or damage, and to minimize handling. 4.8. Arrange for the return of packing materlals, such as wood pallets, where economically feasible. 5. Storage and Protection: 5.1. Store and protect products in accordance with manufacturers' instructions. 5.2. Store with seals and labels intact and legible. 5.3. Store sensitive products in weathertight climate-controlled enclosures in an environment favorable to product. 5.4. Provide off-site storage and protection when site does not permit on-site storage or protection. 5.5. Protect products from damage or deterioration due to construction operations, weather, precipitation, humidity, temperature, sunlight and ultraviolet light, dirt, dust, and other contaminants. 5.6. Do not store products directly on the ground. 5.7. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to prevent condensation and degradation of products. 5.8. Store loose granular materials on solid flat surfaces in a well-drained area. Prevent mixing with foreign matter. 5.9. Prevent contact with material that may cause corrosion, discoloration, or staining. 5.10.Provide equipment and personnel to store products by methods to prevent soiling, disfigurement, or damage. 5.11.Arrange storage of products to permit access for inspection. Periodically inspect to verify products are undamaged and are maintained in acceptable condition. | SECTION 017000 -EXECUTION AND CLOSEOUT REQUIREMENTS 1. Project Requirements: 1.1. Use of explosives is not permitted. 1.2. Dust Control: Execute work by methods to minimize raising dust from construction operations. Provide positive means to prevent air-borne dust from dispersing into atmosphere and over adjacent property. 1.3. Noise Control: Provide methods, means, and facilities to minimize noise produced by construction operations. Noisy construction activities shall be coordinated as to acceptable times with Owner. 1.4. Pest and Rodent Control: Provide methods, means, and facilities to prevent pests and insects from damaging the work. 1.5. Rodent Control: Provide methods, means, and facilities to prevent rodents from accessing or invading premises. 1.6. Pollullon Control: Provide methods, means, and facilities to prevent contamination of soil, water, and atmosphere from discharge of noxious, toxic substances, and pollutants produced by construction operations. Comply with federal, state, and local regulations. 2. Coordination: 2.1. Coordinate scheduling, submittals, and work of the various sections of the specifications to ensure efficient and orderly sequence of installation of interdependent construction elements, with provisions for accommodating items installed later. 2.2. Notify affected utility companies and comply with their requirements. 2.3. Arrange for and obtain Owner's permission for any service shutdowns required under this contract. 2.4. Verify that utility requirements and characteristics of new operating equipment are compatible with building utilities. Coordinate work of various sections having interdependent responsibilities for installing, connecting to, and placing in service, such equipment. 2.5. Coordinate space requirements, supports, and installation of mechanical and electrical work that are indicated diagrammatically on drawings. Follow routing indicated for pipes, ducts, and conduit, as closely as practicable; place runs parallel with lines of building. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs. 2.6. In finished areas except as otherwise indicated, conceal pipes, ducts, and wiring within the construction. Coordinate locations of fixtures and outlets with finish elements. 2.7. After Owner occupancy of premises, coordinate access to site for correction of defective work and work not in accordance with Contract Doruments, to minimize disruption of Owner's activities. 3. Examination: 3.1. Verify that existing site conditions and substrate surfaces are acceptable for subsequent work. Start of work means acceptance of existing conditions. 3.2. Verify that existing substrate is capable of structural support or attachment of new work being applied or attached. 3.3. Examine and verify specific conditions described in individual specification sections. 3.4. Take field measurements before confirming product orders or beginning fabrication, to minimize waste due to over-ordering or misfabrication. 3.5. Verify that utility services are available, of the correct characteristics, and in the correct locations. 3.6. Prior to Cutting: Examine existing conditions prior to commencing work, including elements subject to damage or movement during cutting and patching. After uncovering existing work, assess conditions affecting performance of work. Beginning of cutting or patching means acceptance of existing conditions. 4. Preparation: 4.1. Clean substrate surfaces prior to applying next material or substance. 4.2. Seal cracks or openings of substrate prior to applying next material or substance. 4.3. Apply manufacturer required or recommended substrate primer, sealer, or conditioner prior to applying any new material or substance in contact or bond. 5. Cutting and Patching: 5.1. Whenever possible, execute the work by methods that avoid cutting or patching. 5.2. All cutting and patching of the building construction as required shall be in a neat and professional manner. 5.3. Neatly saw cut all rectangular openings, set sleeve through opening, and finish patch or provide trim flange around opening. 5.4. Core drill and sleeve all round openings. 5.5. Do not cut any structural components without Architect's approval. 5.6. Patch and finish to match adjacent areas that have been cut, damaged or modifled as a result of the installations of the mechanical or electrical equipment. Fire stop all penetrations of fire rated construction in a code approved manner. 6. Progress Cleaning: 6.1. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly condition. 6.2. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and other closed or remote spaces, prior to endosing the space. 6.3. Broom and vacuum clean interior areas prior to start of surface finishing, and continue cleaning to eliminate dust. 6.4. Collect and remove waste materials, debris, and trash/rubbish from site periodically and dispose off-site. Do not burn or bury. 7. Protection of Installed Work: 7.1. Protect installed work from damage by construction operations. 7.2. Provide temporary and removable protection for installed products. Control activity in immediate work area to prevent damage. 7.3. Remove protective coverings when no longer needed. Reuse or recycle coverings if possible. 8. System Startup: 8.1. Verify that each piece of equipment or system has been checked for proper lubrication, drive rotation, belt tension, control sequence, and for conditions that may cause damage. 8.2. Verify tests, meter readings, and specified electrical characteristics agree with those required by the equipment or system manufacturer. 8.3. Verify that wiring and support components for equipment are complete and tested. 8.4. Execute start-up under supervision of applicable Contractor personnel and manufacturer's representative in accordance with manufacturers' instructions. 8.5. Adjust operating products and equipment to ensure smooth and unhindered operation. 9. Demonstration and Training: Demonstrate operation and maintenance of products to Owner's personnel two weeks prior to date of Substantial Completion. 10. Final Cleaning: 10.1 Execute final cleaning prior to final project assessment. 10.2.Use cleaning materials that are nonhazardous. 10.3.Remove all labels that are not permanent. Do not paint or otherwise cover fire test labels or nameplates on mechanical and electrical equipment 10.4.Clean equipment and fixtures to a sanitary condition with cleaning materials appropriate to the surface and material being cleaned. 10.5.Clean filters of operating equipment. 10.6.Remove waste, surplus materials, trash/rubbish, and construction facilities from the site. Dispose of in legal manner. Do not burn or bury. SECTION 017800-CLOSEOUT SUBMITTALS 1. Closeout Procedures: 1.1. Make submittals that are required by governing or other authorities. 1.2. Notify Architect when work is considered ready for Architect's Substantial Completion inspection. 1.3. Submit written certification containing Contractor's Correction Punch List, that Contract Documents have been reviewed, work has been inspected, and that work is complete in accordance with Contract Documents and ready for Architect's Substantial Completion inspection. 1.4. Conduct Substantial Completion inspection and create Final Correction Punch List containing Architect's and Contractor's comprehensive list of items identified to be completed or corrected and submit to Architect. 1.5. Correct items of work listed in Final Correction Punch List and comply with requirements for access to Owner-occupied areas. 1.6. Notify Architect when work is considered finally complete and ready for Architect's Substantial Completion final inspection. 1.7. Complete items of work determined by Architact listed in executed Certificate of Substantial Completion. 2. Provide administrative and procedural requirements for contract closeout, including, but not limited to, the following: 2.1. Inspection procedures and reports. 2.2. As-built and Record Drawings. 2.3. Operation and maintenance manuals. 2.4. Warranties and bonds. 2.5. Spare parts/maintenance materials 2.6. Certificate of substantial completion. 2.7. Keys. | SECTION 024100 -DEMOLITION 1. Scope: As indicated in Drawings. 2. Comply with applicable codes and regulations for demolition operations and safety of adjacent structures and the public. 2.1. Obtain required permits. Do not obstruct roadways or sidewalks without permit. 2.2. Comply with applicable requirements of NFPA 241. 2.3. Take precautions to prevent catastrophic or uncontrolled collapse of structures to be removed. Do not allow worker or public access within range of potential collapse of unstable structures. 2.4. Provide, erect, and maintain temporary barriers and security devices. 2.5. Conduct operations to minimize effects on and interference with adjacent structures and occupants. 2.6. Conduct operations to minimize obstruction of public and private entrances and exits; do not obstruct required exits at any time. Protect persons using entrances and exits from removal operations. 3. Protect existing structures and other elements that are not to be removed. 4. If hazardous materials are discovered during removal operations, stop work and notify Architect and Owner. Hazardous materials include regulated asbestos containing materials, lead, PCBs, and mercury. 5. Hazardous Materials: Comply with 29 CFR 1926 and state and local regulations. 6. Coordinate work with utility companies. Notify before starting work and comply with their requirements. Obtain required permits. 7. Do not close, shut off, or disrupt existing utility branches or take-offs that are in use without at least 3 days prior written notification to Owner. 8. Locate and mark utilities to remain. Mark using highly visible tags or flags, with identification of utility type. Protect from damage due to subsequent construction, using substantial barricades if necessary. 9. Remove exposed piping, valves, meters, equipment, supports, and foundations of disconnected and abandoned utilities. 10. Drawings showing existing construction and utilities are based on casual field observation and existing record documents only. 10.1. Verify that construction and utility arrangements are as indicated. 10.2. Report discrepancies to Architect before disturbing existing installation. 10.3. Beginning of demolition work constitutes acceptance of existing conditions that would be apparent upon examination prior to starting demolition 11. Separate areas in which demolition is being conducted from other areas that are still occupied. 11.1. Provide, erect, and maintain temporary dustproof partitions of construction as required. 12. Ensure that work area maintains negative pressure. Negative pressure shall not be achieved by using the return air path of an existing or new permanent air handling unit unless the existing ductwork is scheduled for demolition. If necessary, provide dedicated air handling equipment and ducting to provide and maintain negative pressurization throughout demolition and the duration of construction activities, or until such time as the Owner agrees the Work Area presents no recognized hazard to surrounding environments or occupants. 13. Remove existing work as indicated and as required to accomplish new work. 13.1. Remove rotted wood, corroded metals, and deteriorated masonry and concrete. Replace with new construction as specified. 13.2. Remove items indicated on drawings. 14. Protect existing work to remain. 14.1. Prevent movement of structure. Provide shoring and bracing if necessary. 14.2. Perform cutting to accomplish removals neatly and as specified for cutting new work. 14.3. Repair adjacent construction and finishes damaged during removal work. 14.4. Patch as specified for patching new work. 15. Salvage items required by owner. Conform with owner's specific requirements for salvaging certain products, devices, and hardware. | SECTION 096813 -CARPET TILE 1. Submittals: Provide product data and samples. 2. Maintenance Materials: Furnish extra tile equal to five percent of total installed units. 3. Field Conditions: Store materials in area of installation for minimum period of 24 hours prior to installation. Comply with CRI 104 for temperature, humidity, and ventilation limitations. 3.1. Do not install carpel tiles over concrete slabs until slabs have cured and are sufficiently dry to bond with adhesive, and concrete slabs have a pH range recommended by carpet tile manufacturer. 4. Tile Carpeting: Type as scheduled, manufactured in one color dye lot. 4.1. Critical Radiant Flux: Minimum of 0.45 watts/sq cm, when tested in accordance with ASTM E648 or NFPA 253. 5. Accessories: 5.1. Trowelable Leveling and Patching Compounds: Latex-modified, hydraulic-cement-based formulation provided or recommended by carpet tile manufacturer. 5.2. Adhesives: Water-resistant, mildew-resistant, nonstaining, pressure-sensitive type to suit products and subfloor conditions indicated, that complies with flammability requirements for installed carpet tile and is recommended by carpet tile manufacturer for releasable installation. 6. Examination: Verify that sub-floor surfaces are smooth and flat within tolerances specified for that type of work and are ready to receive carpet tile. 6.1. Verify that sub-floor surfaces are dust-free and free of substances that could impair bonding of adhesive materials to sub-floor surfaces. 6.2. Cementitious Sub-floor Surfaces: Verify that substrates are dry enough and ready for flooring installation by testing for moisture and pH. 6.2.1. Test in accordance with ASTM F710. 6.2.2. Obtain instructions and install remedial products if test results are not within limits recommended by flooring material manufacturer and adhesive materials manufacturer. 7. Preparation: Prepare floor substrates as recommended by flooring and adhesive manufacturers. 8. Installation, General: Starting installation constitutes acceptance of sub-floor conditions. Install carpet tile in accordance with manufacturer's instructions and CRI 104 (Commercial). 8.1. Blend carpet from different cartons to ensure minimal variation in color match. 9. Cleaning and Protection: Clean and vacuum carpet surfaces. Protect carpet tile against damage from construction operations and placement of equipment and fixtures during the remainder of construction period. Use protection methods indicated or recommended in writing by carpet tile manufacturer. SECTION 099123 -INTERIOR PAINTING 1. Submittals: Provide product data and samples for each type and color. 2. Maintenance Materials: Furnish one extra gallon of each type and color. 3. Field Conditions: Follow manufacturer's recommended procedures for producing best results, including testing of substrates, moisture in substrates, and humidity and temperature limitations. 3.1. Do not apply paint when relative humidity exceeds 85 percent at temperatures less than 5 degrees F above the dew point, or to damp or wet surfaces. 4. Minimum Application Temperatures for Paints: 50 degrees F; unless required otherwise by manufacturer's instructions. 5. Provide block fillers, primers, undercoats, and finish-coat materials that are compatible with one another and the substrates indicated under conditions of service and applications, as demonstrated by manufacturer based on testing and field experience. 6. All finishes and materials to receive paint shall be cleaned thoroughly and prepared per manufacturer's recommendation. Verify that surfaces are ready to receive work as instructed by the product manufacturer and report conditions that may affect proper application. 7. Apply products in accordance with manufacturer's written instructions and recommendations in "MPI Architectural Painting Specification Manual". 8. Touch-up damaged finishes after Substantial Completion. 9. Sheens: Provide the following unless otherwise noted: 9.1. Flat: MPI gloss level 1; use this sheen for overhead surfaces. 9.2. Satin: MPI gloss level 4; use this sheen at wood, cementitious or masonry substrates unless otherwise noted. 9.3. Semi-gloss: MPI gloss level 5; use this sheen at metal substrates unless otherwise noted. SCHEDULE: Provide two topcoats and one primer coat unless otherwise indicated. Topcoats: Interior Latex Enamel Application: Drywall Surfaces (Flat Ceilings and Eggshell Walls Unless Otherwise Noted) PPG Paints Speedhide zero Latex, 6-4410XI Series Sherwin-Williams ProMar 200 Zero VOC Interior Latex Topcoats: Acrylic Enamel Application: Metal Substrates, including HM doors and Frames (Semi-gloss) PPG Paints Pitt-Tech Plus WB DTM Industrial Enamel, 90-1210 Series Sherwin-Williams Pro Industrial DTM Acrylic, B66 Series Topcoats: Acrylic Enamel Application: Wood Substrates (Semi-gloss) PPG Paints Speedhide zero Latex, 6-4410XI Series Sherwin Williams Pro Industrial Acrylic, B66 Series Primer: Latex Primer Sealer for Interior Drywall PPG Paints Speedhide zero Interior Latex Sealer Sherwin-Williams ProMar 200 Zero VOC Interior Latex Primer, B28 Series Primer: Water Based Primer for Ferrous and Galvanized Metal PPG Paints Pitt-Tech Plus DTM Industrial Primer, 90-912 Series Sherwin-Williams Pro-Cryl Universal Waterbased Primer Primer: Latex Primer for Interior Wood PPG Paints Seal Grip Acrylic Primer, 17-921 Series Benjamin Moore Fresh Start Acrylic Primer, 023 Sherwin-Williams Multi Purpose Primer Sealer B51W0453 |
| SECTION 014000 - | QUALITY REQUIREMENTS |
|---|
| SECTION 017000 - | EXECUTION AND CLOSEOUT REQUIREMENTS |
|---|
| SECTION 024100 - | DEMOLITION |
|---|
| SECTION 096813 | -CARPET TIL |
|---|
| The scope of work includes: renovation of a portion of Old Main Basement level, and Science Hal | |
|---|---|
| 01 lounges. | |
| Low Voltage Work: comply with WSU C&IT standards | |
| https://tech.wayne.edu/docs/wsu_comm_standards | -12182020.pdf |
| Construction Operations: Limited to areas noted on Drawings | |
| Provide access to and from site as required by law and by Owner: |
| Designer Qualifications: Where professional engineering design services and design data submittals ar | |||
|---|---|---|---|
| specifically required of Contractor by Contract Documents, provide services of a Professional Engineer | |||
| experienced in design of this type of work and licensed in the State in which the project is located. | |||
| Reference Standards: For products and workmanship specified by reference to a document or docume | |||
| not included in the Project Manual, also referred to as reference standards, comply with requirements o | |||
| this standard, except when more rigid requirements are specified or are required by applicable codes. | |||
| Testing: As indicated in individual specifications sections, Owner or Contractor shall employ and pay fo | |||
| services of an independent testing agency to perform specified testing. | |||
| 3.1. | Re | -testing required because of non | -compliance with specified requirements shall be performed by |
| the same agency on instructions by Architect | |||
| 3.2. | Re | -testing required because of non | |
| Contracto |
| 1. |
|---|
| 2. |
| Scope: As indicated in Drawings. | |
|---|---|
| Comply with applicable codes and regulations for demolition operations and safety of adjacent structures | |
| and the public | |
| 2.1. | Obtain required permits. Do not obstruct roadways or sidewalks without permit. |
| 2.2. | Comply with applicable requirements of NFPA 241. |
| 2.3. | |
| not allow worker or public access within range of potential collapse of unstable structures. | |
| 2.4. | Provide, erect, and maintain temporary barriers and security devices. |
| 2.5. | Conduct operations to minimize effects on and interference with adjacent structures and occupants. |
| 2.6. | Conduct operations to minimize obstruction of public and private entrances and exits; do not obstruc |
| required exits at any time. Protect persons using entrances and exits from removal operations. |
| 1. |
|---|
| 2. |
| 3. |
| Submittals: Provide product data and samples | ||
|---|---|---|
| Maintenance Materials: Furnish extra tile equal to five percent of total installed units | ||
| Field Conditions: Store materials in area of installation for minimum period of 24 hours prior to installatio | ||
| Comply with CRI 104 for temperature, humidity, and ventilation limitatio | ||
| 3.1. | Do not install carpel tiles over concrete slabs until slabs have cured and are sufficiently dry to bond | |
| h adhesive, and concrete slabs have a pH range recommended by carpet tile manufacture |
| 1.1. | ||
|---|---|---|
| 1.2. | ||
| Provide positive means to prevent ai | r-borne dust from dispersing into atmosphere and over adjac | |
| property. | ||
| 1.3. | Noise Control: Provide methods, means, and facilities to minimize noise produced by constructio | |
| operations. Noisy construction activities shall be coordinated as to acceptable times with Owner. | ||
| 1.4. | Pest and Rodent Control: Provide methods, means, and facilities to prevent pests and insects fro | |
| damaging the wor | ||
| 1.5. | ||
| invading premises | ||
| 1.6. | Pollullon Control: Provide methods, means, and facilities to prevent contamination of soil, water, | |
| atmosphere from discharge of noxious, toxic substances, and pollutants produced by constructio | ||
| operations. Comply with federal, state, and local regulations. |
| 3. |
|---|
| 4. |
| Emergency Building Exits During Construction: Keep all exits required by code open during | |
|---|---|
| construction period; provide temporary exit signs if exit routes are temporarily altered | |
| 5.2. | Do not obstruct roadways, sidewalks, or other public ways without permit. |
| Visit site, check facilities and conditions, verify all utility connections, and take all items into considerati | |
| in bid |
| Tile Carpeting: Type as scheduled, manufactured in one color dye lot. |
|---|
| 4.1. |
| Accessories: | |||||||
|---|---|---|---|---|---|---|---|
| 5.1. | Trowelable Leveling and Patching Compounds: Latex | -modified, hydraulic- | cement- | based formulatio | |||
| provided or recommended by carpet tile manufacture | |||||||
| 5.2. | Adhesives: Water- | resistant, mildew-r | esistant, nonstaining, pressur | e-sensitive type to suit products | |||
| and subfloor conditions indicated, that complies with flammability requirements for installed carpet | |||||||
| tile and is recommended by carpet tile manufacturer for releasable installation. |
| 6. |
|---|
| 7. |
| 3. |
|---|
| 4. |
| Protect existing structures and other elements that are not to be removed. |
|---|
| If hazardous materials are discovered during removal operations, stop work and notify Architect and |
| The Contractor shall be solely responsible for construction means, methods, sequences of construction |
|---|
| and the safety of workers. |
| Conform to all applicable codes and government regulations. |
| Obtain permits and pay all fees. Arrange for all required inspections and approvals. |
| Control of Installation | |
|---|---|
| 4.1. | |
| workmanship, to produce work of specified quality. | |
| 4.2. | Comply with manufacturers' instructions, including each step in sequence. |
| 4.3. | |
| Architect before proceeding. Comply with specified standards as minimum quality for the work ex |
| 8. |
|---|
| 9. |
| Coordination: | |
|---|---|
| 2.1. | Coordinate scheduling, submittals, and work of the various sections of the specifications to ensur |
| efficient and orderly sequence of installation of interdependent construction elements, with provis | |
| for accommodating items installed later. | |
| 2.2. | Notify affected utility companies and comply with their requirements |
| 2.3. | Arrange for and obtain Owner's permission for any service shutdowns required under this contrac |
| 2.4. | Verify that utility requirements and characteristics of new operating equipment are compatible wit |
| 5. |
|---|
| 6. |
| Examination: Verify that sub | ||
|---|---|---|
| of work and are ready to receive carpet tile | ||
| 6.1. | Verify that sub- | floor surfaces are dus |
| Obtain required permits | |
|---|---|
| Do not close, shut off, or disrupt existing utility branches or take- | offs that are in use without at least 3 day |
| prior written notification to Owner | |
| Locate and mark utilities to remain. Mark using highly visible tags or flags, with identification of utility type | |
| Protect from damage due to subsequent construction, using substantial barricades if necessary. | |
| Remove exposed piping, valves, meters, equipment, supports, and foundations of disconnected and | |
| abandoned utilities. |
| SECTION 012000 - | PRICE AND PAYMENT PROCEDURES |
|---|
| hesive materials to sub- | floor surfaces. |
|---|
| more precise workmanship. | |
|---|---|
| 4.4. | Verify that field measurements are as indicated on shop drawings or as instructed by the |
| manufacturer. | |
| Secure products in place with positive anchorage devices designed and sized to withstand stress | |
| vibration, physical distortion, and disfigurement. |
| 6.2. | Cementitious Sub | -floor Surfaces: Verify that substrates are dry enough and ready for flooring |
|---|
| Schedule of Values: Use AIA G703 unless otherwise stipulated in the Agreement or required by Owner | |
|---|---|
| 1.1. | Submit within 15 days after executing Owner- |
| in Bid Documents or requested by Owner. |
| installing, connecting to, and placing in service, such equipment. | |
|---|---|
| 2.5. | Coordinate space requirements, supports, and installation of mechanical and electrical work that |
| indicated diagrammatically on drawings. Follow routing indicated for pipes, ducts, and conduit, as | |
| closely as practicable; place runs parallel with lines of building. Utilize spaces efficiently to maxim | |
| accessibility for other installations, for maintenance, and for repairs. | |
| 2.6. | |
| construction. Coordinate locations of fixtures and outlets with finish elements. | |
| 2.7. | After Owner occupancy of premises, coordinate access to site for correction of defective work an |
| OWNER | ||
|---|---|---|
| DESIGN & CONSTRUCTION SERVICES | ||
| WAYNE STATE UNIVERSITY | ||
| 5454 Cass Ave | ||
| Detroit, MI 48202 | ||
| 313 | -577- | 4310 phone |
| www.wayne.edu |
| required by Owner. | ||
|---|---|---|
| 2.1. | Payment Period: As stipulated in Owner- | Contractor Agreement. |
| 2.2. | ||
| item for portion of work performed and for products and materials stored on site. | ||
| 2.3. | List each Change Order as a separate line item with Change Order number and dollar value | |
| 2.4. | Include conditional release of liens from each Subcontractor and vendor for current month's | |
| payment application, and unconditional release of liens from each Subcontractor and vendor for th | ||
| previous month's payment application. |
| record documents only. |
|---|
| 10.1. Verify that construction and utility arrangements are as indicated. |
| 10.2. Report discrepancies to Architect before disturbing existing installation. |
| 7. |
|---|
| 8. |
| Preparation: Prepare floor substrates as recommended by flooring and adhesive manufacturers. | ||
|---|---|---|
| Installation, General: Starting installation constitutes acceptance of sub- | floor conditions. Install carpet til | |
| in accordance with manufacturer's instructions and CRI 104 (Commerci | ||
| 8.1. | Blend carpet from different cartons to ensure minimal variation in color match. |
| SECTION 015000 - | TEMPORARY FACILITIES |
|---|
| Separate areas in which demolition is being conducted from other areas that are still occupied. |
|---|
| 11.1. Provide, erect, and maintain temporary dustproof partitions of construction as required. |
| Ensure that work area maintains negative pressure. Negative pressure shall not be achieved by using the |
| return air path of an existing or new permanent air handling unit unless the existing ductwork is scheduled |
| for demolition. If necessary, provide dedicated air handling equipment and ducting to provide and maintai |
| negative pressurization throughout demolition and the duration of construction activities, or until such time |
| as the Owner agrees the Work Area presents no recognized hazard to surrounding environments or |
| occupants |
| Remove existing work as indicated and as required to accomplish new work. |
| 13.1. Remove rotted wood, corroded metals, and deteriorated masonry and concrete. Replace with new |
| of use charges |
|---|
| Electric Power Service: Use electric power from Owner's existing system without metering and without |
| payment of use charges. Comply with ANSI A10.6, NECA's "Temporary Electrical Facilities," and |
| NFPA 241. Comply with NECA, NEMA, and UL standards and regulations for temporary electric servic |
| Install service to comply with NFPA 70. |
| Examination: | ||
|---|---|---|
| 3.1. | Verify that existing site conditions and substrate surfaces are acceptable for subsequent work. St | |
| of work means acceptance of existing conditions. | ||
| 3.2. | Verify that existing substrate is capable of structural support or attachment of new work being ap | |
| or attached. | ||
| 3.3. | Examine and verify specific conditions described in individual specification sections. | |
| 3.4. | ||
| waste due to over | -ordering or misfabrication. | |
| 3.5. | Verify that utility services are available, of the correct characteristics, and in the correct locations. | |
| 3.6. | Prior to Cutting: Examine existing conditions prior to commencing work, including elements subje | |
| damage or movement during cutting and patching. After uncovering existing work, assess conditi |
| ARCHITECT | ||
|---|---|---|
| INTOTO STUDIO LLC | ||
| 6505 Woodward, Suite 200 | ||
| Detroit, MI 48202 | ||
| 313 | -395- | 5030 phone |
| Modification Procedures: | |
|---|---|
| 3.1. | Supplemental Instructions: For minor modifications not involving an adjustment to the Contract Su |
| SECTION 099123 | -INTERIOR PAINTING |
|---|
| instructions directly to Contractor. | |
|---|---|
| 3.2. | Construction Change Directive: For other required modifications, Architect will issue a document |
| signed by Architect and Owner instructing Contractor to proceed with the modification, for | |
| subsequent inclusion in a Change Order | |
| 3.3. | |
| document which includes a detailed description of a proposed modification with supplementary or | |
| revised drawings and specifications, a modification in Contract Time for executing the modification | |
| with a stipulation of any overtime work required and the period of time during which the requested | |
| price will be considered valid. Contractor shall prepare and submit a fixed price quotation within 1 | |
| days. | |
| 3.4. |
| 1. |
|---|
| 2. |
| 3. |
| utility before use. Obtain required certifications and permits. | |
|---|---|
| Field Offices: Provide field office(s) in location acceptable to Owner. | |
| Provide Fire Extinguishers: Hand carried, portable, and UL rated. Provide class and extinguishing agen | |
| indicated or a combination of extinguishers of NFPA- | recommended classes for exposures. Comply wit |
| NFPA 10 and NFPA 241 for classiflcation, extinguishing agent and size required by location and class | |
| fire exposure. |
| Maintenance Materials: Furnish one extra gallon of each type and color. | |
|---|---|
| Field Conditions: Follow manufacturer's recommended procedures for producing best results, including | |
| testing of substrates, moisture in substrates, and humidity and temperature limitations. | |
| 3.1. | Do not apply paint when relative humidity exceeds 85 percent at temperatures less than 5 degrees |
| above the dew point, or to damp or wet surfaces. |
| 4. |
|---|
| 5. |
| 13.2. Remove items indicated on drawings. |
|---|
| Protect existing work to remain. |
| 14.1. Prevent movement of structure. Provide shoring and bracing if necessary. |
| 14.2. Perform cutting to accomplish removals neatly and as specified for cutting new work. |
| 14.3. Repair adjacent construction and finishes damaged during removal work. |
| 14.4. Patch as specified for patching new work. |
| Salvage items required by owner. Conform with owner's specific requirements for salvaging certain |
| products, devices, and hardware. |
| Minimum Application Temperatures for Paints: 50 degrees F; unless required otherwise by manufacture | |
|---|---|
| instructions. | |
| Provide block fillers, primers, undercoats, and finish- | coat materials that are compatible with one another and |
| the substrates indicated under conditions of service and applications, as demonstrated by manufacturer | |
| based on testing and field experience | |
| All finishes and materials to receive paint shall be cleaned thoroughly and prepared per manufacturer's | |
| recommendation. Verify that surfaces are ready to receive work as instructed by the product manufactu | |
| and report conditions that may affect proper application. |
| condition | |
|---|---|
| Preparation: | |
| 4.1. | Clean substrate surfaces prior to applying next material or substance. |
| 4.2. | Seal cracks or openings of substrate prior to applying next material or substance |
| 4.3. | |
| applying any new material or substance in contact or bond. |
| can be discharged lawfully. If neither sewers nor drainage facillties can be lawfully used for discharge o | |
|---|---|
| effluent, provide containers to remove and dispose of effluent off- | site in a lawful manner. After heavy u |
| restore nonnal conditions promptly. |
| statement describing the reason for the change, and the effect on the Contract Sum and Contract | |||
|---|---|---|---|
| Time with full documentation and a statement describing the effect on Work by separate or other | |||
| contractors. | |||
| 3.4.1. | Substantiation of Costs: Provide full information required for evaluation | ||
| 3.5. | |||
| Architect. | |||
| 3.5.1. |
| condition after Project completion | |
|---|---|
| Safety Facilities: Provide safety showers, eyewash fountains, and similar facilities for convenience, saf | |
| and sanitation of personnel. | |
| Electric Distribution: Provide receptacle outlets adequate for connection of power tools end equipment. | |
| Provide waterproof connectors to connect separate lengths of electrical power cords if single lengths w | |
| not reach areas where construction activities are in progress. Do not exceed safe length- | voltage ratio. |
| Lighting: Provide temporary lighting with local switching that provides adequate illumination for | |
| construction operations and traffic conditions. |
| Cutting and Patching: | |
|---|---|
| 5.1. | Whenever possible, execute the work by methods that avoid cutting or patching. |
| 5.2. | All cutting and patching of the building construction as required shall be in a neat and professiona |
| manner. | |
| 5.3. | |
| trim flange around opening. | |
| 5.4. | Core drill and sleeve all round openings. |
| 5.5. | Do not cut any structural components without Architect's approval. |
| 5.6. | Patch and finish to match adjacent areas that have been cut, damaged or modifled as a result of |
| Architectural Painting Specification Manua | ||
|---|---|---|
| Touch- | ||
| Sheens: Provide the following unless otherwise noted: | ||
| 9.1. | Flat: MPI gloss level 1; use this sheen for overhead surfaces. | |
| 9.2. | Satin: MPI gloss level 4; use this sheen at wood, cementitious or masonry substrates unless otherwise | |
| noted. | ||
| 9.3. | Semi-gl | oss: MPI gloss level 5; use this sheen at metal substrates unless otherwise noted. |
| 8. |
|---|
| 9. |
| authorized Change Order as a separate line item and adjust the Contract Sum. | |
|---|---|
| Promptly revise progress schedules to reflect any change in Contract Time, revise | |
| sub | -schedules to adjust times for other items of work affected by the change, and |
| resubmit. |
| locations approved by owner. Install signs where indicated to inform public and persons seeking entran |
|---|
| to project. Do not permit installation of unauthorized signs. |
| Application for Final Payment: | |
|---|---|
| 4.1. | |
| 4.1.1. | |
| 4.1.2. | |
| 4.1.3. | |
| 4.1.4. |
| Closeout procedures have been completed. | |
|---|---|
| As- | Built and Record Drawings have been submitted and approved by Owner. |
| Authority Having Jurisdiction has issued a Certificate of Occ:upancy. | |
| Owner and Architect have accepted the Work |
| completed areas of construction. Provide lockable entrances to prevent unauthorized entrance, vandali |
|---|
| theft, and similar violations of security. |
| Progress Cleaning: | |
|---|---|
| 6.1. | |
| condition | |
| 6.2. | Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and other closed or |
| remote spaces, prior to endosing the space. | |
| 6.3. | Broom and vacuum clean interior areas prior to start of surface finishing, and continue cleaning to |
| eliminate dust | |
| 6.4. |
| Topcoats: Interior Latex Enamel |
|---|
| Application: Drywall Surfaces (Flat Ceilings and Eggshell Walls Unless Otherwise Noted) |
| structurally adequate barricades. Paint with appropriate colors, graphics, and warning signs or lights, a |
|---|
| needed, to inform personnel and public of possible hazard. |
| PPG Paints Speedhide zero Latex, 6- | 4410XI Series | |
|---|---|---|
| Sherwin | -Williams ProMar 200 Zero VOC Interior Late |
| SECTION 012500 - | SUBSTITUTION PROCEDURES |
|---|
| Topcoats: Acrylic Enamel | |
|---|---|
| Application: Metal Substrates, including HM doors and Frames (Semi-gl | oss) |
| SECTION 016000 - | PRODUCT REQUIREMENTS |
|---|
| the submitter: | ||
|---|---|---|
| 2.1. | Has investigated proposed product and determined that it meets or exceeds the quality level of th | |
| specified product, equipment, assembly, or system. | ||
| 2.2. | Agrees to provide the same warranty for the substitution as for the specified product. | |
| 2.3. | ||
| applicable | ||
| 2.4. | Agrees to coordinate installation and make changes to other work that may be required for the wo | |
| to be complete, with no additional cost to Owner | ||
| 2.5. | ||
| 2.6. | Agrees to reimburse Owner and Architect for review or redesign services associated with re | -appr |
| by authorities. |
| 7.2. | ||
|---|---|---|
| work area to prevent damage. | ||
| 7.3. | ||
| System Startu | ||
| 8.1. | ||
| rotation, belt tension, control sequence, and for conditions that may cause damage. | ||
| 8.2. | ||
| the equipment or system manufacturer. | ||
| 8.3. | Verify that wiring and support components for equipment are complete and tested. | |
| 8.4. | Execute start- | up under supervision of applicable Contractor personnel and manufacturer's |
| representative in accordance with manufacturers' instructions. | ||
| 8.5. | Adjust operating products and equipment to ensure smooth and unhindered operation. | |
| Demonstration and Training: Demonstrate operation and maintenance of products to Owner's personn | ||
| two weeks prior to date of Substantial Completion | ||
| Final Cleaning | ||
| 10.1 | Execute final cleaning prior to final project assessment. | |
| 10.2. | Use cleaning materials that are nonhazardous. | |
| 10.3. | ||
| nameplates on mechanical and electrical equipment | ||
| 10.4. | ||
| surface and material being cleaned. | ||
| 10.5. | Clean filters of operating equipment. | |
| 10.6. | Remove waste, surplus materials, trash/rubbish, and construction facilities from the site. Dispose | |
| in legal manner. Do not burn or bury. |
| Topcoats: Acrylic Enamel | ||
|---|---|---|
| Application: Wood Substrates (Semi- | gloss | |
| PPG Paints Speedhide zero Latex, 6- | ||
| Sherwin Williams Pro Industrial Acrylic, B66 Series |
| Or Equal: For products specified by name and accompanied by the term "or equal," or "or approv | |||
|---|---|---|---|
| equal," or "or approved," comply with requirements for comparable products to obtain approval fo | |||
| use of an unnamed product. | |||
| Submit additional documentation, when requested by Architect, to establish equivalency of propos | |||
| products. Evaluation of "comparable" products and "or equal" products are by the Architect, whos | |||
| determination is final | |||
| Basis- | of- | ||
| product is named and accompanied by the words "Basis of Design," including make or model num | |||
| or other designation. In addition to the basis- | of- | design product description, product attributes and | |
| characteristics may be listed to establish the significant qualities related to type, function, in-servic | |||
| performance and physical properties, weight, dimension, durability, visual characteristics, and oth |
| PPG Paints Speedhide zero Interior Latex Sealer | |
|---|---|
| Sherwin | -Williams ProMar 200 Zero VOC Interior Latex Primer, B28 Serie |
| PPG Paints Pitt | -Tech Plus DTM Industrial Primer, 90 | ||
|---|---|---|---|
| Sherwin | -Williams Pro-C | ryl Universal Waterbased Primer |
| Contract Documents. Burden of proof is on proposer. | ||
|---|---|---|
| 3.1. | Note explicitly any non | -compliant characteristics. |
| Content: Include information necessary for tracking the status of each Substitution Request, and |
| manufacturers. |
|---|
| Comparable Product: Product that is demonstrated and approved by Architect through |
| submittal process to have the indicated qualities related to type, function, dimension, in |
| performance, physical properties, appearance, and other characteristics that equal or exceed tho |
| of specified product. |
| PPG Paints Seal Grip Acrylic Primer, 17- | |
|---|---|
| Benjamin Moore Fresh Start Acrylic Primer, 02 | |
| Sherwin | -Williams Multi Purpose Primer Sealer B51W0453 |
| samples, and changes to contract time or contract sum. | |
|---|---|
| 4.1. | Form: Use CSI Form 13.1A or other form approved by Architect |
| Substitutions During Construction: Submit request for Substitution for Convenience immediately upon |
| defective during the warranty period. | |||
|---|---|---|---|
| Transportation and Handling: | |||
| 4.1. | Package products for shipment in manner to prevent damage; for equipment, package to avoid lo | ||
| of factory calibration. | |||
| 4.2. | |||
| packagin | |||
| 4.3. | |||
| storage time and potential damage to stored materials. | |||
| 4.4. | Transport and handle products in accordance with manufacturer's instructions. | ||
| 4.5. | Transport materials in covered trucks to prevent contamination of product and littering of surround | ||
| areas. | |||
| 4.6. | Promptly inspect shipments to ensure that products comply with requirements, quantities are corr | ||
| and products are undamaged. | |||
| 4.7. | Provide equipment and personnel to handle products by methods to prevent soiling, disfiguremen | ||
| damage, and to minimize handling. | |||
| 4.8. | |||
| Storage and Protection: | |||
| 5.1. | Store and protect products in accordance with manufacturers' instructions. | ||
| 5.2. | Store with seals and labels intact and legible | ||
| 5.3. | Store sensitive products in weathertight climate | -controlled enclosures in an environment favorable | |
| product. | |||
| 5.4. | Provide o | ff-site storage and protection when site does not permit on | |
| 5.5. | Protect products from damage or deterioration due to construction operations, weather, precipitati | ||
| humidity, temperature, sunlight and ultraviolet light, dirt, dust, and other contaminants. | |||
| 5.6. | Do not store products directly on the ground. | ||
| 5.7. | Cover products subject to deterioration with impervious sheet covering. Provide ventilation to prev | ||
| condensation and degradation of products. | |||
| 5.8. | Store loose granular materials on solid flat surfaces in a well | ||
| foreign matter | |||
| 5.9. | Prevent contact with material that may cause corrosion, discoloration, or staining. | ||
| 5.10.Provide equipment and personnel to store products by methods to prevent soiling, disfigurement, |
| review and approval by Architect, in order to stay on approved project schedule. | |
|---|---|
| Substitutions will not be considered under one or more of the following circumstances: | |
| 6.1. | |
| received prior approva | |
| 6.2. | Without a separate written request |
| 6.3. | When acceptance will require revisions to the Contract Documents. |
| Accepted substitutions change the work of the Project. They will be documented and incorporated into |
| SECTION 017800- | CLOSEOUT SUBMITTALS |
|---|
| 1.1. | Make submittals that are required by governing or other authorities. |
|---|---|
| 1.2. | Notify Architect when work is considered ready for Architect's Substantial Completion inspection. |
| 1.3. | Submit written certification containing Contractor's Correction Punch List, that Contract Documen |
| No. | Date | Description | |
|---|---|---|---|
| 4 | 05/15/2026 | BID SET | |
| Project Number: | 00.000.00 |
| SECTION 013000 - | ADMINISTRATIVE REQUIREMENTS |
|---|
| Contract Documents and ready for Architect's Substantial Completion inspection. | ||
|---|---|---|
| 1.4. | ||
| Architect's and Contractor's comprehensive list of items identified to be completed or corrected a | ||
| submit to Architec | ||
| 1.5. | Correct items of work listed in Final Correction Punch List and comply with requirements for acce | |
| to Owner | -occupied areas. | |
| 1.6. | ||
| Completion final inspection. | ||
| 1.7. | ||
| Completion. |
| RFIs: Prepare an RFI immediately upon discovery of a need for interpretation of the Contract Documen | ||
|---|---|---|
| Failure to submit a RFI in a timely manner is not a legitimate cause for claiming additional costs or dela | ||
| in | execution of the work. | |
| 1.1. | Content: Include identifiers necessary for tracking the status of each RFI, and information necess | |
| to provide an actionable response. | ||
| 1.2. | Attachments: Include sketches, coordination drawings, descriptions, photos, submittals, and other | |
| information necessary to substantiate the reason for the request. | ||
| 1.3. | Prepare and maintain a tabular log of RFIs for the duration of the project. | |
| 1.4. | Review Time: Architect will respond and return RFIs within seven calendar days of receipt. For th | |
| purpose of establishing the start of the mandated response period, RFIs received after 12:00 noo | ||
| will be considered as having been received on the following regular working day. | ||
| 1.5. | Responses; Content of answered RFIs will not constitute in any manner a directive or authorizatio |
| Provide administrative and procedural requirements for contract closeout, including, but not limited to, | ||
|---|---|---|
| following | ||
| 2.1. | ||
| 2.2. | As- | built and Record Drawings. |
| 2.3. | Operation and maintenance manuals | |
| 2.4. | Warranties and bonds. | |
| 2.5. | ||
| 2.6. | Certificate of substantial completion. | |
| 2.7. | Keys. |
| Contract Sum or Contract Time, promptly issue a notice to this effect, and follow up with an |
|---|
| appropriate Change Order request to Owner. |
| Submittals: When the following are specified in individual sections, submit them for review: Product dat | |
|---|---|
| shop drawings, samples for selection, samples for verification, delegated engineering design | |
| documentation and calculations, and other documents indicated | |
| 2.1. | Submit a single transmittal, sequentially numbered, for related items. |
| 2.2. | |
| information is in accordance with the Contract Documents. | |
| 2.3. | For each submittal for review, allow 14 days excluding delivery time to and from the Contractor. F |
| additional 7 days. | |
|---|---|
| 2.4. | Incomplete submittals will not be reviewed, unless they are partial submittals for distinct portion(s) |
| the work, and have received prior approval for their use. | |
| 2.5. | Submittals not requested will be recognized, and will be returned "Not Reviewed" |
| Provide a comprehensive photographic survey of the site and building conditions prior to the | |
| commencement of Work. Photos shall be of high resolution and sufficiently detailed to determine existi |
| Drawing Title |
| conditions in areas that will be affected by the movement of workers or materials | |
|---|---|
| 3.1. | Transmit photographs in electronic form to the Owner and Architect prior to the commencement o |
| Work. |
| Drawing No: |
|---|
This page summarizes the opportunity, including an overview and a preview of the attached documents.
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