J2 Project Plans.pdf

STAR CONSULTANTS, INC.

PREPARED BY

USDA FOREST SERVICE

DELAWARE CONTROLLED TEMPERATURE

OVERWINTERING FACILITY (DCOWF)

FEBRUARY 11, 2019

100% SUBMISSION

USDA CONTRACT NO: 1263PX180004

OI

HOFOETATS

R E

E

NI

GNELANOISSE

F

O R

P

DERETSIGER

PE-80496

K. KAPOOR

RAJENDRA

OI

HOFOETATS

R E

E

NI

GNELANOISSE

F

O R

P

DERETSIGE

R

E-57345

ALGHOTHANI

ALI

PJT #: 17023

DATE: 02/11/2019 100% SUBMIT.

DRN. BY:

DGN. BY:

REV. BY:

SHEET

D A

TE

R

EM

A

R K

S

R

EV

IS

IO

N S

R

EV

U

SD

A F

O R

ES

T

SE

R

V

IC

E D

IV

IS

IO

N

(C O

N

TR

A C

T N

O : 1

3P

X

D

EL

A

W A

R E

C O

N

TR

O

LL

ED

T

EM

PE

R A

TU

R

E O

V

ER

W

IN

TE

R

IN

G

F A

C

IL

IT

Y

(D C

O W

F)

M

A

IN

R O

A D

D

EL

A W

A R

E, O

H

C ro w n

Pa rk

C t..

C ol um bu s, O

H

Te l:

4.

8.

F ax

: 6

.5

.8 w w w

.st ar co ns ul ta nt s.o rg

G.001

SY

M

B O

LS

, A

B B

R

EV

IA

TI

O N

S, A

N D

G

EN

ER

A

L N

O

TE

S

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

DOELLINGER

AutoCAD SHX Text I

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text T

AutoCAD SHX Text R

AutoCAD SHX Text D

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text T

AutoCAD SHX Text J.

AutoCAD SHX Text

SCOTT

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text O

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text V

AutoCAD SHX Text F

AutoCAD SHX Text

GN

AutoCAD SHX Text E.F.

AutoCAD SHX Text R.D.

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

SYMBOLS

AutoCAD SHX Text 1-HOUR FIRE RATED BARRIER 2-HOUR FIRE RATED BARRIER EXISTING CONSTRUCTION DEMOLITION WORK EXIST. CEILING GRID DEMO CEILING GRID NEW CEILING GRID 2x2 LAY-IN CEILING SYSTEM

AutoCAD SHX Text

SECTION MARKER

AutoCAD SHX Text

REFERENCE MARKER

AutoCAD SHX Text

ROOM NUMBER

AutoCAD SHX Text

DOOR NUMBER

AutoCAD SHX Text

CODED NOTE

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text POURED CONCRETE CONC. MASONRY UNITS BRICK CERAMIC TILE GRANITE OR MARBLE STEEL WOOD FRAMING SHIM OR BLOCKING

AutoCAD SHX Text FINISH WOOD PLYWOOD RIGID INSULATION INSULATION-BATT OR BLANKET EARTH FILL EARTH UNDISTURBED GRAVEL

AutoCAD SHX Text 2x4 LAY-IN CEILING SYSTEM GYP BOARD CEILING 2x4 LIGHT FIXTURE 2x2 LIGHT FIXTURE RECESSED LIGHT FIXTURE SUPPLY DIFFUSER RETURN AIR NEW CONCRETE BLOCK WALL

AutoCAD SHX Text ABBREVIATIONS ABV ABOVE ABOVE AFF ABOVE FINISHED FLOOR ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE ABOVE FINISHED GRADE AP ANGLE POINT ANGLE POINT ACC ACCESS ACCESS ACFL ACCESS FLOOR ACCESS FLOOR AP ACCESS PANEL ACCESS PANEL AC ACOUSTICAL ACOUSTICAL ACT ACOUSTICAL TILE ACOUSTICAL TILE ACR ACRYLIC PLASTIC ACRYLIC PLASTIC ADD ADDENDUM ADDENDUM ADH ADHESIVE ADHESIVE ADJ ADJACENT ADJACENT ADJT ADJUSTABLE ADJUSTABLE AGG AGGREGATE AGGREGATE A/C AIR CONDITIONING AIR CONDITIONING AHU AIR HANDLING UNIT AIR HANDLING UNIT ALT ALTERNATE ALTERNATE AL ALUMINUM ALUMINUM AIA AMERICAN INSTITUTE OF AMERICAN INSTITUTE OF ARCHITECTS ASTM AMERICAN SOCIETY FOR AMERICAN SOCIETY FOR TESTING & MATERIALS AMT AMOUNT AMOUNT AMP AMPERE AMPERE ANC ANCHOR, ANCHORAGE ANCHOR, ANCHORAGE AB ANCHOR BOLT ANCHOR BOLT ANOD ANODIZED ANODIZED APX APPROXIMATE APPROXIMATE APP APPROVED APPROVED ARCH ARCHITECT (URAL) ARCHITECT (URAL) AD AREA DRAIN AREA DRAIN ASB ASBESTOS ASBESTOS ASPH ASPHALT ASPHALT AT ASPHALT TILE ASPHALT TILE @ AT AT AUTO AUTOMATIC AUTOMATIC AUX AUXILIARY AUXILIARY BOT BOTTOM BOTTOM BLDG BUILDING BUILDING BLLD BOLLARD BOLLARD BM BENCH MARK BENCH MARK BS BOTTOM OF SLOPE BOTTOM OF SLOPE B/B BACK TO BACK BACK TO BACK B.B. BALL & BURLAP BALL & BURLAP BP BACK PLASTER(ED) BACK PLASTER(ED) BD BEND (IN PIPE/CONDUIT) BEND (IN PIPE/CONDUIT) BP BASEPLATE BASEPLATE BSMT BASEMENT BASEMENT BSBD BASEBOARD BASEBOARD BM BEAM BEAM BRG BEARING BEARING BPL BEARING PLATE BEARING PLATE BJT BED JOINT BED JOINT BM OR B/M BENCH MARK BEL BELOW BELOW BFG BELOW FINISHED GRADE BELOW FINISHED GRADE BET OR BTWN BETWEEN BVL BEVELED BEVELED BIT OR BITUM BITUMINOUS BLK BLOCK BLOCK BLKG BLOCKING BLOCKING BD BOARD BOARD BS BOTH SIDES BOTH SIDES BW BOTH WAYS BOTH WAYS BOT OR BTM BOTTOM BC BOTTOM OF CURB BOTTOM OF CURB ELEVATION BOTW BOTTOM OF WALL BOTTOM OF WALL BRKR BREAKER BREAKER BRK BRICK BRICK BRDG BRIDGING BRIDGING BRZ BRONZE BRONZE BLDG BUILDING BUILDING CB CATCH BASIN CATCH BASIN CH CHILLED (AS IN WATER) CHILLED (AS IN WATER) CIP CAST IRON PIPE CAST IRON PIPE CO CLEAN OUT CLEAN OUT CONC CONCRETE CONCRETE CR CONDENSATED RETURN CONDENSATED RETURN CAB CABINET CABINET CD CANOPY DRAIN CANOPY DRAIN CAP CAPACITY CAPACITY CAT CATEGORY CATEGORY CLK OR CLKG CAULK(ING) CAULK(ING) CPT CARPET(ED) CARPET(ED) CSMT CASEMENT CASEMENT CI CAST IRON CAST IRON CIPC CAST-IN-PLACE CAST-IN-PLACE CONCRETE CST CAST STONE CAST STONE CLG CEILING CEILING CLGHT CEILING HEIGHT CEILING HEIGHT CEM CEMENT CEMENT CTR CENTER CENTER CC OR C/C CENTER TO CENTER TO CENTER CL CENTERLINE CENTERLINE CM CENTIMETER(S) CENTIMETER(S) CER CERAMIC CERAMIC CT CERAMIC TILE CERAMIC TILE CMT CERAMIC MOSAIC (TILE) CERAMIC MOSAIC (TILE)

AutoCAD SHX Text CH CHAIR CHAIR CHKBD CHALKBOARD CHALKBOARD CHAM CHAMFER CHAMFER CHEM CHEMICAL CHEMICAL CR CHROMIUM (PLATED) CHROMIUM (PLATED) CGR CIGARETTE CIGARETTE RECEPTACLE/URN CIR CIRCLE CIRCLE CCT CIRCUIT CIRCUIT C/B CIRCUIT BREAKER CIRCUIT BREAKER CIRC CIRCUMFERENCE CIRCUMFERENCE CLR CLEAR(ANCE) CLEAR(ANCE) CL CLOCK CLOCK CLO CLOSET CLOSET CLS CLOSURE CLOSURE CW COLD WATER COLD WATER COL COLUMN COLUMN COMB COMBINATION COMBINATION COMPT COMPARTMENT COMPARTMENT COMPO COMPOSITION (COMPOSITE) COMPOSITION (COMPOSITE) COMP COMPRESS (ED) (ION) (IBLE) COMPRESS (ED) (ION) (IBLE) CONC CONCRETE CONCRETE CMU CONC. MASONRY UNIT CONC. MASONRY UNIT CX OR CONN CONNECTION CONST CONSTRUCTION CONSTRUCTION CONT CONTINUOUS CONTINUOUS CONTR CONTRACT (OR) CONTRACT (OR) COORD COORDINATE COORDINATE C OR COND CONDUIT CLL CONTRACT LIMIT LINE CONTRACT LIMIT LINE CTRL CONTROL CONTROL CJT CONTROL JOINT CONTROL JOINT CONV CONVECTOR CONVECTOR CPR COPPER COPPER CK CORK CORK CG CORNER GUARD CORNER GUARD CORR CORRIDOR CORRIDOR CORR OR CORRU CORRUGATED CTR OR CNTR COUNTER CFL COUNTERFLASHING COUNTERFLASHING CS COUNTERSINK COUNTERSINK CU CUBIC CUBIC CFM CUBIC FEET PER MINUTE CUBIC FEET PER MINUTE CFT CUBIC FOOT CUBIC FOOT CYD CUBIC YARD CUBIC YARD C/T CURRENT TRANSFORMER CURRENT TRANSFORMER DB DUCT BANK DUCT BANK DC DATA/COMMUNICATION DATA/COMMUNICATION LINE DIP DUCTILE IRON PIPE DUCTILE IRON PIPE DMPR DAMPER DAMPER DP DAMPROOFING DAMPROOFING DL DEAD LOAD DEAD LOAD DK DECK DECK DEM DEMOLISH, DEMOLITION DEMOLISH, DEMOLITION DMT DEMOUNTABLE DEMOUNTABLE DEPT DEPARTMENT DEPARTMENT DSK DESK DESK DTL OR DET DETAIL DIAG DIAGONAL DIAGONAL DIA OR DIAM DIAMETER DIFF DIFFUSER DIFFUSER DIM DIMENSION DIMENSION DC DIRECT CURRENT DIRECT CURRENT DISCH DISCHARGE DISCHARGE DPR DISPENSER DISPENSER DIV DIVISION DIVISION DR DOOR DOOR DBL DOUBLE DOUBLE DTA DOVETAIL ANCHOR DOVETAIL ANCHOR DTAS DOVETAIL ANCHOR SLOT DOVETAIL ANCHOR SLOT DN DOWN DOWN DS DOWNSPOUT DOWNSPOUT D DRAIN DRAIN DRG DRAINBOARD DRAINBOARD DT DRAIN TILE DRAIN TILE DWR DRAWER DRAWER DWG DRAWING DRAWING DF DRINKING FOUNTAIN DRINKING FOUNTAIN DW DUMBWAITER DUMBWAITER EP EDGE OF PAVEMENT EDGE OF PAVEMENT EA EACH EACH EE EACH END EACH END EF EACH FACE EACH FACE ES EACH SIDE EACH SIDE EW EACH WAY EACH WAY E EAST EAST ELEC ELECTRIC (AL) ELECTRIC (AL) EC ELECTRICAL CONTRACTOR ELECTRICAL CONTRACTOR EP ELECTRICAL PANELBOARD ELECTRICAL PANELBOARD EWC ELECTRIC WATER COOLER ELECTRIC WATER COOLER ELEM ELEMENT ELEMENT EL ELEVATION ELEVATION ELEV ELEVATOR ELEVATOR EMER OR EMERG EMERGENCY EMERGENCY ENC OR ENCL ENCLOSE (URE) ENCLOSE (URE) ENGR ENGINEER ENGINEER EP EPOXY EPOXY EQ EQUAL EQUAL EQP OR EQPT EQUIPMENT ESC ESCALATOR ESCALATOR EST ESTIMATE ESTIMATE EXCAV EXCAVATE EXCAVATE EXH EXHAUST EXHAUST EX OR EXIST EXISTING EXP EXPANSION EXPANSION

AutoCAD SHX Text EB EXPANSION BOLT EXPANSION BOLT EXP JT EXPANSION JOINT EXPANSION JOINT EXPO EXPOSED EXPOSED EWS EYE WASH FIXTURE EYE WASH FIXTURE FDN FOUNDATION FOUNDATION FH FIRE HYDRANT FIRE HYDRANT FL FENCE LINE FENCE LINE FB FACE BRICK FACE BRICK FOC FACE OF CONCRETE FACE OF CONCRETE FOF FACE OF FINISH FACE OF FINISH FOM FACE OF MASONRY FACE OF MASONRY FOS FACE OF STUD FACE OF STUD FCU FAN COIL UNIT FAN COIL UNIT FAS FASTEN, FASTENER FASTEN, FASTENER FT FEET FEET FTHD FEET OF HEAD FEET OF HEAD FPM FEET PER MINUTE FEET PER MINUTE FN FENCE FENCE FBD FIBERBOARD FIBERBOARD FGL FIBERGLASS FIBERGLASS FIN FINISH (ED) FINISH (ED) FFE FINISHED FLOOR FINISHED FLOOR ELEVATION FFL FINISHED FLOOR LINE FINISHED FLOOR LINE FA FIRE ALARM FIRE ALARM FACP FIRE ALARM CONTROL FIRE ALARM CONTROL PANEL FBRK FIRE BRICK FIRE BRICK FDPR FIRE DAMPER FIRE DAMPER FE FIRE EXTINGUISHER FIRE EXTINGUISHER FEC FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FECO FIRE EXTINGUISHER FIRE EXTINGUISHER CARBON DIOXIDE FEMP FIRE EXTINGUISHER FIRE EXTINGUISHER MULTI-PURPOSE FHC FIRE HOSE CABINET FIRE HOSE CABINET FHS FIRE HOSE STATION FIRE HOSE STATION FHR FIRE HOSE RACK FIRE HOSE RACK FPL FIRE PLACE FIRE PLACE FP FIREPROOF FIREPROOF FPC FIRE PROTECTION FIRE PROTECTION CONTRACTOR FRC FIRE-RESISTANT COATING FIRE-RESISTANT COATING FRT FIRE-RETARDANT FIRE-RETARDANT FRP FIBERGLASS REINFORCED PLASTIC FIBERGLASS REINFORCED PLASTIC FVC FIRE VALVE CABINET FIRE VALVE CABINET FIXT FIXTURE FIXTURE FLASG FLASHING FLASHING FHMS FLATHEAD MACH. SCREW FLATHEAD MACH. SCREW FLR FLOOR (ING) FLOOR (ING) FLCO FLOOR CLEANOUT FLOOR CLEANOUT FD FLOOR DRAIN FLOOR DRAIN FLOUR FLOURESCENT FLOURESCENT FJT FLUSH JOINT FLUSH JOINT FV FLUSH VALVE FLUSH VALVE FTG FOOTING FOOTING FRG FORGED FORGED FDN OR FND FOUNDATION FOUNDATION FR FRAME (D) (ING) FRAME (D) (ING) FRA FRESH AIR FRESH AIR FURN FURNISHED FURNISHED FURR FURRED (ING) FURRED (ING) FUT FUTURE FUTURE GLV GAS VALVE GAS VALVE GRD GROUND/GRADE GROUND/GRADE GRDB GRADE BREAK GRADE BREAK GUT GUTTER GUTTER GA GAGE, GAUGE GAGE, GAUGE GAL GALLON GALLON GPH GALLONS PER HOUR GALLONS PER HOUR GPM GALLONS PER MINUTE GALLONS PER MINUTE GALV GALVANIZED GALVANIZED GI GALVANIZED IRON GALVANIZED IRON GP GALVANIZED PIPE GALVANIZED PIPE GSS GALVANIZED STEEL SHEET GALVANIZED STEEL SHEET GKT GASKET (ED) GASKET (ED) GEN GENERAL GENERAL GC GENERAL CONTRACT (OR) GENERAL CONTRACT (OR) GTC GENERAL TRADE GENERAL TRADE CONTRACTOR GENR GENERATOR GENERATOR GL GLASS, GLAZING GLASS, GLAZING GLB GLASS BLOCK GLASS BLOCK GLF GLASS FIBER GLASS FIBER GCMU GLAZED CONCRETE GLAZED CONCRETE MASONRY UNITS GB GRAB BAR GRAB BAR GD GRADE, GRADING GRADE, GRADING GRN GRANITE GRANITE GVL GRAVEL GRAVEL GRAV GRAVITY GRAVITY GR GRILLE GRILLE GRND GROUND GROUND GF GROUND FACE GROUND FACE GRF GROUND FAULT GROUND FAULT GT GROUT GROUT GYP GYPSUM DRY WALL GYPSUM DRY WALL GPL GYPSUM LATH GYPSUM LATH GPT GYPSUM TILE GYPSUM TILE HD HEAD HEAD HPS HIGH PRESSURE STEAM HIGH PRESSURE STEAM HH HANDHOLE HANDHOLE HBD HARDBOARD HARDBOARD

AutoCAD SHX Text HDW HARDWARE HARDWARE HDWD HARDWOOD HARDWOOD HJT HEAD JOINT HEAD JOINT HDR HEADER HEADER HTR HEATER HEATER HTG HEATING HEATING HV HEATING & VENTILATING HEATING & VENTILATING HVAC HEATING/VENTILATING/ HEATING/VENTILATING/ AIR CONDITIONING HD HEAVY DUTY HEAVY DUTY HT HEIGHT HEIGHT HZ HERTZ HERTZ HX HEXAGONAL HEXAGONAL HSW HIGH SIDE WALL HIGH SIDE WALL HS HIGH STRENGTH HIGH STRENGTH HC HOLLOW CORE HOLLOW CORE HM HOLLOW METAL HOLLOW METAL HK HOOK (S) HOOK (S) HORIZ HORIZONTAL HORIZONTAL HP HORSEPOWER HORSEPOWER HB HOSE BIBB HOSE BIBB HW HOT WATER HOT WATER HWH HOT WATER HEATER HOT WATER HEATER HSF HUNDRED SQUARE FEET HUNDRED SQUARE FEET IB INLET BASIN INLET BASIN INT INTERSECTION INTERSECTION IN INCH INCH INCIN INCINERATOR INCINERATOR INCL INCLUDE (D) (ING) INCLUDE (D) (ING) INDU INDUCTION UNIT INDUCTION UNIT ID INSIDE DIAMETER INSIDE DIAMETER INSUL INSULATE (D) (ION) INSULATE (D) (ION) INSC INSULATING CONCRETE INSULATING CONCRETE INSF INSULATING FILL INSULATING FILL IC INTERCOM INTERCOM INTR INTERIOR INTERIOR ILK INTERLOCK INTERLOCK INTM INTERMEDIATE INTERMEDIATE INV INVERT INVERT JB JUNCTION BOX JUNCTION BOX JAN JANITOR JANITOR JT JOINT JOINT JF JOINT FILLER JOINT FILLER JST JOIST JOIST JUNC JUNCTION JUNCTION JBOX JUNCTION BOX JUNCTION BOX KPL KICKPLATE KICKPLATE KV KILOVOLT KILOVOLT KVA KILOVOLT AMPERE KILOVOLT AMPERE KW KILOWATT KILOWATT KWH KILOWATT-HOUR KILOWATT-HOUR KIT KITCHEN KITCHEN KO KNOCKOUT KNOCKOUT LNDG LANDING LANDING LP LAMP POST LAMP POST LBL LABEL LABEL LAB LABORATORY LABORATORY LAD LADDER LADDER LB LAG BOLT LAG BOLT LAM LAMINATE (D) LAMINATE (D) LAV LAVATORY LAVATORY LH LEFT HAND LEFT HAND L LENGTH LENGTH LVPL LEVELING PLATE LEVELING PLATE LT LIGHT LIGHT LTG LIGHTING LIGHTING OD OUTSIDE DIAMETER OUTSIDE DIAMETER OA OVERALL OVERALL OL OVERALL LENGTH OVERALL LENGTH OH OVERHEAD OVERHEAD O OXYGEN OXYGEN PARK PARKING PARKING PC PT. OF CURVE PT. OF CURVE PE PRIMARY ELECTRIC PRIMARY ELECTRIC PVMT PAVEMENT PAVEMENT PT OR PTD PAINT (ED) PAINT (ED) PR PAIR PAIR PNL PANEL PANEL PB PANIC BAR PANIC BAR PTD PAPER TOWEL DISPENSER PAPER TOWEL DISPENSER PAR PARALLEL PARALLEL PK PARKING PARKING PBD PARTICLE BOARD PARTICLE BOARD PTN PARTITION PARTITION PV PAVE (D) (ING) PAVE (D) (ING) PVMT PAVEMENT PAVEMENT PED PEDESTAL PEDESTAL P PENNY PENNY PLF PER LINEAL FOOT PER LINEAL FOOT PERF PERFORATE (D) PERFORATE (D) PERIM PERIMETER PERIMETER PH PHASE PHASE PLAS PLASTER PLASTER PLAM PLASTIC LAMINATE PLASTIC LAMINATE PL PLATE PLATE PG PLATE GLASS PLATE GLASS PLBG PLUMBING PLUMBING PC PLUMBING CONTRACTOR PLUMBING CONTRACTOR PLYWD PLYWOOD PLYWOOD PVC POLYVINYL CHLORIDE POLYVINYL CHLORIDE PCC PORTLAND CEMENT PORTLAND CEMENT CONCRETE PCF POUNDS PER CUBIC FOOT POUNDS PER CUBIC FOOT

AutoCAD SHX Text SA SUPPLY AIR SUPPLY AIR SI SURFACE INLET SURFACE INLET SUSP SUSPENDED SUSPENDED SW SWITCH SWITCH SWBD SWITCHBOARD SWITCHBOARD SYM SYMMETRY (ICAL) SYMMETRY (ICAL) SYN SYNTHETIC SYNTHETIC SYS SYSTEM SYSTEM TC TOP OF CURB TOP OF CURB TR TREE TREE TS TOP OF SLOPE TOP OF SLOPE TST TEST STATION TEST STATION TBL TABLE TABLE TKBD TACKBOARD TACKBOARD TKS TACKSTRIP TACKSTRIP TS TAMPER SWITCH TAMPER SWITCH TEL TELEPHONE TELEPHONE TV TELEVISION TELEVISION TEMP TEMPERATURE TEMPERATURE TCC TEMPERATURE CONTROL TEMPERATURE CONTROL CONTRACTOR TW TEMPERED WATER TEMPERED WATER TERM TERMINAL TERMINAL TERMBD TERMINAL BOARD TERMINAL BOARD TC TERRA COTTA TERRA COTTA TERR TERRAZZO TERRAZZO THERM THERMOMETER THERMOMETER TSTAT THERMOSTAT THERMOSTAT THK THICK (NESS) THICK (NESS) THR THRESHOLD THRESHOLD TPTN TOILET PARTITION TOILET PARTITION TPD TOILET PAPER DISPENSER TOILET PAPER DISPENSER TOL TOLERENCE TOLERENCE T&G TONGUE AND GROOVE TONGUE AND GROOVE TCD TOP CHORD TOP CHORD TC TOP OF CURB ELEVATION TOP OF CURB ELEVATION TSL TOP OF SLAB TOP OF SLAB TST TOP OF STEEL TOP OF STEEL TOW TOP OF WALL TOP OF WALL TB TOWEL BAR TOWEL BAR TRANS TRANSFER TRANSFER TFMR TRANSFORMER TRANSFORMER TRSM TRANSOM TRANSOM TR TREAD TREAD TYP TYPICAL TYPICAL UP UTILITY POST UTILITY POST UC UNDERCUT UNDERCUT UH UNIT HEATER UNIT HEATER UV UNIT VENTILATOR UNIT VENTILATOR UNF UNFINISHED UNFINISHED UR URINAL URINAL VCP VIT. CLAY PIPE VIT. CLAY PIPE VAC VACUUM VACUUM VC VALVE CABINHET VALVE CABINHET VJ V-JOINT (ED) V-JOINT (ED) VBAR VAPOR BARRIER VAPOR BARRIER VAR VARNISH VARNISH VNR VENEER VENEER VB VENTILATION BLINDS VENTILATION BLINDS V VENT VENT VTR VENT THROUGH ROOF VENT THROUGH ROOF VERT VERTICAL VERTICAL VG VERTICAL GRAIN VERTICAL GRAIN VEST VESTIBULE VESTIBULE VIBISOL VIBRATION ISOLATOR VIBRATION ISOLATOR VIN VINYL VINYL VAT VINYL ASBESTOS TILE VINYL ASBESTOS TILE VB VINYL BASE VINYL BASE VF VINYL FABRIC VINYL FABRIC VT VINYLE TILE VINYLE TILE VOL VOLUME VOLUME WCRP WHEEL CHAIR RAMP WHEEL CHAIR RAMP WSCT WAINSCOT WAINSCOT W/W WALL TO WALL WALL TO WALL WH WALL HUNG WALL HUNG WPB WASTE PAPER BASKET/ WASTE PAPER BASKET/ TRASH CAN WC WATER CLOSET/ WATER CLOSET/ COMMODE COMMODE WP WATERPROOFING WATERPROOFING WP WEATHER PROOFING WEATHER PROOFING WS WEATHER STRIPPING WEATHER STRIPPING WR WATER REPELLENT WATER REPELLENT WS WATERSTOP WATERSTOP WT WEIGHT WEIGHT WWF WELDED WIRE FABRIC WELDED WIRE FABRIC WWM WELDED WIRE MESH WELDED WIRE MESH W WEST WEST WHB WHEEL BUMPER WHEEL BUMPER W WIDTH, WIDE WIDTH, WIDE WIN WINDOW WINDOW WG WIRED GLASS WIRED GLASS WM WIRE MESH WIRE MESH W/ WITH WITH W/O WITHOUT WITHOUT WD WOOD WOOD WB WOOD BASE WOOD BASE WPT WORKING POINT WORKING POINT WI WROUGHT IRON WROUGHT IRON YD YARD DRAIN YARD DRAIN YH YARD HYDRANTYARD HYDRANT

AutoCAD SHX Text

EXHAUST FAN ROOF DRAIN VENT PIPE FLUE GOOSE NECK WALKWAY

AutoCAD SHX Text

CODED NOTE

AutoCAD SHX Text

(NEW WORK)

AutoCAD SHX Text

(DEMOLITION WORK)

AutoCAD SHX Text

MATERIALS LEGEND

AutoCAD SHX Text GENERAL NOTES: : 1. ALL CONSTRUCTION SHALL COMPLY TO THE CURRENT EDITION OF THE INTERNATIONAL ALL CONSTRUCTION SHALL COMPLY TO THE CURRENT EDITION OF THE INTERNATIONAL BUILDING CODE. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE INTERNATIONAL ELECTRIC CODE. ALL ELECTRICAL WORK SHALL COMPLY WITH THE INTERNATIONAL ELECTRIC CODE. 3. ALL PLUMBING SYSTEMS AND INSTALLATIONS SHALL BE IN CONFORMITY WITH THE ALL PLUMBING SYSTEMS AND INSTALLATIONS SHALL BE IN CONFORMITY WITH THE INTERNATIONAL PLUMBING CODE. 4. THE GENERAL CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS THE GENERAL CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS WITH THE DRAWINGS. GENERAL CONTRACTOR IS TO REPORT IMMEDIATELEY TO THE ARCHITECT ANY VARIANCES IN THE PLANS, DETAILS, DIMENSIONS, SPECIFICATIONS, OR FIELD CONDITIONS THAT MAY CAUSE CONSTRUCTION PROBLEMS PRIOR TO COMMENCEMENT OF WORK. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFIYING COMPLIANCE OF SHOP DRAWINGS WITH PLANS, PRIOR TO ORDERING MATERIALS, OR BEGINING WORK. CONTRACTOR SHALL NOTIFY ARCHITECT, PRIOR TO COMMENCEMENT OF WORK, OF ANY DISCREPANCIES AND / OR INCONSISTENCIES, FOR CLARIFICATION OF DESIGN INTENT. 5. IT IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR, TO FOLLOW ALL THE IT IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR, TO FOLLOW ALL THE APPLICABLE SAFETY CODES AND REGULATIONS DURING ALL PHASES OF CONSTRUCTION. 6. CHANGES SHALL NOT BE MADE ON SITE DEVIATING FROM THE CONSTRUCTION CHANGES SHALL NOT BE MADE ON SITE DEVIATING FROM THE CONSTRUCTION DOCUMENTS WITHOUT THE ARCHITECTS PRIOR APPROVAL. FOLLOW THE BEST TRADE AND ENGINEERING PRACTICES FOR THE ITEMS REQUIRED, BUT NOT SPECIFICALY DETAILED AND INDICATED. 7. SIZE AND LOCATION OF ALL ROOF OPENINGS TO BE VERIFIED WITH TRADE AFFECTED SIZE AND LOCATION OF ALL ROOF OPENINGS TO BE VERIFIED WITH TRADE AFFECTED BEFORE PROCEEDING WITH THE WORK. 8. ALL DIMENSIONS SHALL BE VERIFIED AT THE JOB BY THE GENERAL CONTRACTOR AND ALL DIMENSIONS SHALL BE VERIFIED AT THE JOB BY THE GENERAL CONTRACTOR AND EACH SUB-CONTRACTOR. THE ARCHITECT MUST BE NOTIFIED OF ANY DESCREPENCIES BEFORE PROCEEDING WITH THE WORK. 9. IF ANY CONFLICT OR DISCREPANCY EXISTS BETWEEN THESE NOTES, THE GENERAL IF ANY CONFLICT OR DISCREPANCY EXISTS BETWEEN THESE NOTES, THE GENERAL NOTES, ARCHITECTURAL DRAWINGS OR SPECIFICATIONS, THEN THE STRICTIST PROVISION SHALL GOVERN. IF ANY SUCH CONFLICTS EXIST, THE CONTRACTOR SHALL NOTIFY ARCHITECT FOR CLARIFICATION, PRIOR TO PROCEEDING WITH THE WORK. 10. DO NOT SCALE DRAWINGS; WRITTEN DIMENSIONS GOVERN. IN CASE OF CONFLICT DO NOT SCALE DRAWINGS; WRITTEN DIMENSIONS GOVERN. IN CASE OF CONFLICT NOTIFY ARCHITECT. 11. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL WORK FOR THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL WORK FOR THE MEANS, METHODS, PROCEDURES, TECHNIQUES, AND SEQUENCES OF CONSTRUCTION. ALL CORRESPONDENCE FROM SUB-CONTRACTORS SHALL BE ROUTED THROUGH THE GENERAL CONTRACTOR. 12. THE CONTRACTOR SHALL MAINTAIN FOR THE ENTIRE DURATION OF THE WORK ALL EXITS, THE CONTRACTOR SHALL MAINTAIN FOR THE ENTIRE DURATION OF THE WORK ALL EXITS, EXIT LIGHTING, FIRE PROTECTION DEVICES, AND ALARMS IN CONFORMANCE WITH ALL APPLICABLE CODES AND ORDINANCES. 13. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SCHEDULING AND ALL ON SITE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SCHEDULING AND ALL ON SITE TESTING AND INSPECTIONS. 14. ALL CONTRACTORS SHALL LEAVE THE SITE CLEAN AND FREE OF DEBRIS AND UNUSED ALL CONTRACTORS SHALL LEAVE THE SITE CLEAN AND FREE OF DEBRIS AND UNUSED MATERIALS.

AutoCAD SHX Text

DETAIL NUMBER

AutoCAD SHX Text

REFERENCED SHEET

AutoCAD SHX Text 3/A5.1

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text PFL POUNDS PER LINEAL FOOT POUNDS PER LINEAL FOOT PSF POUNDS PER SQUARE FOOT POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH PWR POWER POWER PA PUBLIC ADDRESS PUBLIC ADDRESS PRCST PRECAST CONCRETE PRECAST CONCRETE PFB PREFABRICATE (D) PREFABRICATE (D) PFN PREFINISHED PREFINISHED PRF PERFORMED PERFORMED PRESS PRESSURE PRESSURE PSC PRESTRESSED CONCRETE PRESTRESSED CONCRETE PRI PRIMARY PRIMARY PROG PROGRAM PROGRAM PROJ PROJECTION PROJECTION PROP PROPELLER PROPELLER PL PROPERTY LINE PROPERTY LINE QLTY QUALITY QUALITY QTY QUANTITY QUANTITY QT QUARRY TILE QUARRY TILE RMP RAMP RAMP RBT RAVVET, REBATE RAVVET, REBATE RAD RADIUS RADIUS RADR RADIATOR RADIATOR RL RAIL RAIL RT RAIN TIGHT RAIN TIGHT RWC RAINWATER CONDUCTOR RECPT RAINWATER CONDUCTOR RECPT RECEPTACLE RECT RECTIFIER RECTIFIER REF REFERENCE REFERENCE RFL REFLEC (ED) (IVE) (OR) REFLEC (ED) (IVE) (OR) REFG REFRIGERATOR REFRIGERATOR REG REGISTER REGISTER REHC REHEAT COIL REHEAT COIL REINF REINFORCE (D) (ING) REINFORCE (D) (ING) R/S REINFORCING STEEL REINFORCING STEEL RC REMOTE CONTROL REMOTE CONTROL REM REMOVE REMOVE REQD REQUIRED REQUIRED RES RESILIENT RESILIENT RET RETURN RETURN RA RETURN AIR RETURN AIR RVS REVERSE (SIDE) REVERSE (SIDE) REV REVISION (S), REVISED REVISION (S), REVISED RPM REVOLUTIONS PER REVOLUTIONS PER MINUTE RH RIGHT HAND RIGHT HAND ROW RIGHT OF WAY RIGHT OF WAY R RISER RISER RVT RIVET RIVET RF ROOF ROOF RD ROOF DRAIN ROOF DRAIN RFH ROOF HATCH ROOF HATCH RFG ROOFING ROOFING RM ROOM ROOM RO ROUGH OPENING ROUGH OPENING RB RUBBER BASE RUBBER BASE RBT RUBBER TILE RUBBER TILE SANS SANITARY SEWER SANITARY SEWER SW SIDE WALK (OR DIRECTION) SIDE WALK (OR DIRECTION) SWR SEWER SEWER SFGL SAFETY GLASS SAFETY GLASS SAN SANITARY SANITARY SANDPR SANITARY NAPKIN DISPENSER SANITARY NAPKIN DISPENSER SCHED SCHEDULE SCHEDULE SCN SCREEN SCREEN SLT SEALANT SEALANT STG SEATING SEATING SECT SECTION SECTION SS OR SSK SERVICE SINK SERVICE SINK SHTH SHEATHING SHEATHING SHT SHEET SHEET SG SHEET GLASS SHEET GLASS SM SHEET METAL SHEET METAL SH SHELF, SHELVING SHELF, SHELVING SHO SHORE (D), (ING) SHORE (D), (ING) SHWR SHOWER SHOWER SIM SIMILAR SIMILAR SL SLEEVE SLEEVE SD SMOKE DETECTOR SMOKE DETECTOR SODPR SOAP DISPENSER SOAP DISPENSER SOFW SOFT WATER SOFT WATER SC SOLID CORE SOLID CORE SP SOUND PROOF SOUND PROOF S SOUTH SOUTH SPC SPACER SPACER SPKR SPEAKER SPEAKER SPL SPECIAL SPECIAL SPEC(S) SPECIFICATION(S) SPECIFICATION(S) SPKLR SPRINKLER SPRINKLER STA STATION STATION STL STEEL STEEL STN STONE STONE SQ SQUARE SQUARE SQ FT SQUARE FEET SQUARE FEET SST STAINLESS STEEL STAINLESS STEEL STD STANDARD STANDARD SP STATION POINT STATION POINT STM STEAM STEAM STOR STORAGE STORAGE STRM STORM STORM SS STORM SEWER STORM SEWER SD STORM DRAIN STORM DRAIN STRU STRUCTURAL STRUCTURAL SCT STRUCTURAL CLAY TILE STRUCTURAL CLAY TILE SUPV SUPERVISION SUPERVISION

AutoCAD SHX Text

PARTITION TYPE

AutoCAD SHX Text Room#

AutoCAD SHX Text RoomName

AutoCAD SHX Text x

AutoCAD SHX Text Ax.x

AutoCAD SHX Text x

AutoCAD SHX Text Ax.x

AutoCAD SHX Text

KY

AutoCAD SHX Text

SD

AutoCAD SHX Text

AMA

AutoCAD SHX Text

GLAZING TYPE

DRN. BY:

DGN. BY:

REV. BY:

SHEET

D A

TE

R

EM

A

R K

S

R

EV

IS

IO

N S

R

EV

U

SD

A F

O R

ES

T

SE

R

V

IC

E D

IV

IS

IO

N

(C O

N

TR

A C

T N

O : 1

3P

X

D

EL

A

W A

R E

C O

N

TR

O

LL

ED

T

EM

PE

R A

TU

R

E O

V

ER

W

IN

TE

R

IN

G

F A

C

IL

IT

Y

(D C

O W

F)

M

A

IN

R O

A D

D

EL

A W

A R

E, O

H

C ro w n

Pa rk

C t..

C ol um bu s, O

H

Te l:

4.

8.

F ax

: 6

.5

.8 w w w

.st ar co ns ul ta nt s.o rgOI

HOFOETATS

R E

E

NI

GNELANOISSE

F

O R

P

DERETSIGER

E-57345

ALGHOTHANI

ALI

C.100

SI

TE

P

LA

N

AutoCAD SHX Text

PROPOSED BUILDING 2576 SF

AutoCAD SHX Text

USDA LOCAL ROAD

AutoCAD SHX Text

EXISTING GRAVEL DRIVE TO REMAIN

AutoCAD SHX Text

EXISTING CONCRETE DRIVE TO REMAIN

AutoCAD SHX Text

EXISTING ASPAHLT DRIVE TO REMAIN

AutoCAD SHX Text

EXISTING TRANSFORMER TO REMAIN

AutoCAD SHX Text ADD CONCRETE PAVEMENT AS REQUIRED TO ALIGN DRIVE 6" MIN. BEYOND DOOR OPENING. COORDINATE LOCATION AND DIMENSIONS IN FIELD

AutoCAD SHX Text

EXISTING SIDEWALK TO REMAIN

AutoCAD SHX Text

EXISTING CONCRETE RETAINING WALLS AND RAMP TO BASEMENT TO REMAIN

AutoCAD SHX Text

AutoCAD SHX Text

HT

AutoCAD SHX Text

RKK

AutoCAD SHX Text A

AutoCAD SHX Text 1" = 100'-0"

AutoCAD SHX Text

SITE PLAN

CODED NOTES: : 1. "AH" PAD FOR CHILLER EQUPIMENT - REF. HVAC DRAWINGS. "AH" PAD FOR CHILLER EQUPIMENT - REF. HVAC DRAWINGS. 2. EXISTING GAS SERVICE TO REMAIN - PROTECT DURING DEMOLITION AND EXISTING GAS SERVICE TO REMAIN - PROTECT DURING DEMOLITION AND GAS SERVICE TO REMAIN - PROTECT DURING DEMOLITION AND GAS SERVICE TO REMAIN - PROTECT DURING DEMOLITION AND SERVICE TO REMAIN - PROTECT DURING DEMOLITION AND SERVICE TO REMAIN - PROTECT DURING DEMOLITION AND TO REMAIN - PROTECT DURING DEMOLITION AND TO REMAIN - PROTECT DURING DEMOLITION AND REMAIN - PROTECT DURING DEMOLITION AND REMAIN - PROTECT DURING DEMOLITION AND - PROTECT DURING DEMOLITION AND - PROTECT DURING DEMOLITION AND PROTECT DURING DEMOLITION AND PROTECT DURING DEMOLITION AND DURING DEMOLITION AND DURING DEMOLITION AND DEMOLITION AND DEMOLITION AND AND AND CONSTRUCTION. 3. CONCRETE PAD FOR NEW AHU UNIT - REF. HVAC DRAWINGS. CONCRETE PAD FOR NEW AHU UNIT - REF. HVAC DRAWINGS. 4. 1/2" EXPANSION JOINT. 1/2" EXPANSION JOINT. 5. 6" REINFORCED CONCRETE PAVEMENT OVER 6" GRAVEL. 6" REINFORCED CONCRETE PAVEMENT OVER 6" GRAVEL. 6. 6" GRAVEL AGGREGATE NO. 2. 6" GRAVEL AGGREGATE NO. 2. 7. EXISTING GENERATOR TO REMAIN.EXISTING GENERATOR TO REMAIN.

DRN. BY:

DGN. BY:

REV. BY:

SHEET

D A

TE

R

EM

A

R K

S

R

EV

IS

IO

N S

R

EV

U

SD

A F

O R

ES

T

SE

R

V

IC

E D

IV

IS

IO

N

(C O

N

TR

A C

T N

O : 1

3P

X

D

EL

A

W A

R E

C O

N

TR

O

LL

ED

T

EM

PE

R A

TU

R

E O

V

ER

W

IN

TE

R

IN

G

F A

C

IL

IT

Y

(D C

O W

F)

M

A

IN

R O

A D

D

EL

A W

A R

E, O

H

C ro w n

Pa rk

C t..

C ol um bu s, O

H

Te l:

4.

8.

F ax

: 6

.5

.8 w w w

.st ar co ns ul ta nt s.o rg

AD.110

D

EM

O

LI

TI

O

N F

IR

ST

F

LO

O R

P

LA

N

AutoCAD SHX Text

AutoCAD SHX Text

DOELLINGER

AutoCAD SHX Text I

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text T

AutoCAD SHX Text R

AutoCAD SHX Text D

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text T

AutoCAD SHX Text J.

AutoCAD SHX Text

SCOTT

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text O

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text

KY

AutoCAD SHX Text

SD

AutoCAD SHX Text

AMA

AutoCAD SHX Text A

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

AutoCAD SHX Text

DEMOLITION FIRST FLOOR PLAN

AutoCAD SHX Text GENERAL DEMOLITION NOTES 1. ALL EXISTING MATERIALS SCHEDULED FOR REMOVAL ARE TO BE REMOVED IN ALL EXISTING MATERIALS SCHEDULED FOR REMOVAL ARE TO BE REMOVED IN A MANNER THAT RESULTS IN THE LEAST IMPACT FOR OCCUPANTS OF THE BUILDING'S BASEMENT LEVEL. CONTRACTOR IS TO PROVIDE TEMPORARY PROTECTION AS REQUIRED TO ASSURE NO DAMAGE OCCURS TO INTERIOR FINISHES, FURNISHING AND EQUIPMENT ON THE BASEMENT LEVEL. 2. BEFORE COMMENCING DEMOLITION WORK COORDINATE DISCONNECTION OF BEFORE COMMENCING DEMOLITION WORK COORDINATE DISCONNECTION OF UTILITY SERVICES WITH THE GOVERNMENT. ALL AREAS AFFECTED MUST BE SCHEDULED IN ADVANCE. BASEMENT LEVEL TO RETAIN ELECTRIC, GAS, & PLUMBING SERVICES 3. SHOULD A SPECIFIC DEMOLITION ITEM NOT BE IDENTIFIED, IT SHALL BE THE SHOULD A SPECIFIC DEMOLITION ITEM NOT BE IDENTIFIED, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PERFORM ALL NECESSARY DEMOLITION WORK TO ASSURE PROPER CONSTRUCTION INSTALLATION OF NEW ITEMS OF WORK. 4. ALL DEMOLITION WORK TO BE DONE WITHOUT DAMAGING OR OVERLOADING ALL DEMOLITION WORK TO BE DONE WITHOUT DAMAGING OR OVERLOADING THE FLOOR SLAB. 5. REPAIR, PATCH AND OR CORRECT EXISTING CONDITIONS AS REQUIRED TO REPAIR, PATCH AND OR CORRECT EXISTING CONDITIONS AS REQUIRED TO ALLOW CONSTRUCTION OF NEW WORK. ALL SUCH WORK SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, INDUSTRY STANDARDS AND/OR REQUIREMENTS FOR TYPE OF WORK TO BE DONE. COORDINATE SUCH WORK WITH ALL PARTIES AFFECTED BY IT. 6. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL EXISTING UTILITY LINES, CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL EXISTING UTILITY LINES, EXTERIOR AND INTERIOR, INCLUDING THOSE WHICH MAY NOT BE INDICATED ON DRAWINGS, FROM CONSTRUCTION RELATED DAMAGE DURING THE ENTIRE LENGTH OF THE CONSTRUCTION PERIOD. IF AN EXISTING UTILITY (I.E. WATER, GAS, SEWER, ELECTRIC, TELEPHONE) IS UNCOVERED DURING DEMOLITION, IT IS TO BE ABANDONED, REPAIRED OR RELOCATED AS REQUIRED TO ACCOMMODATE NEW CONSTRUCTION. THIS REQUIREMENT IS TYPICAL THROUGHOUT THE LIMITS OF THIS CONSTRUCTION. 7. THE EXISTING STRUCTURE IS DESIGNED TO BE STABLE AND THE EXISTING STRUCTURE IS DESIGNED TO BE STABLE AND SELF-SUPPORTING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION PROCEDURES REQUIRED TO REPLACE SYSTEMS AND TO ENSURE SAFETY DURING CONSTRUCTION. THIS INCLUDES, BUT IS NOT LIMITED TO, TEMPORARY BRACING, SHORING AND RESHORING REQUIREMENTS, CONSTRUCTION LOADS, ETC. 8. THE CONTRACTOR SHALL COORDINATE THEIR WORK WITH THE GOVERNMENT TO THE CONTRACTOR SHALL COORDINATE THEIR WORK WITH THE GOVERNMENT TO MINIMIZE INTERFERENCE WITH OPERATIONS AND TO INSURE THE SAFETY OF ALL OCCUPANTS. 9. DIMENSIONS TO AND ELEVATIONS OF PERTINENT EXISTING CONSTRUCTION DIMENSIONS TO AND ELEVATIONS OF PERTINENT EXISTING CONSTRUCTION SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO THE PREPARATION OF SHOP DRAWINGS. 10. ALL DEMOLISHED MATERIAL SHALL BECOME THE PROPERTY OF THE ALL DEMOLISHED MATERIAL SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM BASE IN A TIMELY MANNER, UNLESS SPECIFIED OTHERWISE BY THE OWNER.

AutoCAD SHX Text CODED DEMOLITION NOTES 1. DEMOLISH AND REMOVE EXTERIOR WALL AND ROOF ABOVE. DEMOLISH AND REMOVE EXTERIOR WALL AND ROOF ABOVE. PROVIDE TEMPORARY BRACING AS REQUIRED TO INSURE STRUCTRUAL STABILITY 2. DEMOLISH AND REMOVE EXISTING INTERIOR PARTITION WALLS. DEMOLISH AND REMOVE EXISTING INTERIOR PARTITION WALLS. 3. DEMOLISH AND REMOVE EXISTING DOORS AND FRAMES. DEMOLISH AND REMOVE EXISTING DOORS AND FRAMES. 4. DEMOLISH AND REMOVE EXISTING WINDOWS AND FRAMES. DEMOLISH AND REMOVE EXISTING WINDOWS AND FRAMES. 5. DEMOLISH, DISCONNECT, AND REMOVE EXISTING RESTR0OOM DEMOLISH, DISCONNECT, AND REMOVE EXISTING RESTR0OOM RESTR0OOM FIXTURES AND ASSOCIATED RESTROOM ACCESSORIES. CAP . CAP REMAINING PIPING. SEE PLUMBING DRAWINGS. 6. MAINTAIN AND PROTECT ALL FLOOR DRAINS (TYP, OTHERS NOT MAINTAIN AND PROTECT ALL FLOOR DRAINS (TYP, OTHERS NOT S (TYP, OTHERS NOT SHOWN ON THIS PLAN) 7. DEMOLISH AND REMOVE STAIRWELL PARTITIONS ABOVE THE FIRST DEMOLISH AND REMOVE STAIRWELL PARTITIONS ABOVE THE FIRST FLOOR SLAB. PROVIDE TEMPORARY BRACING AS REQUIRED TO INSURE STRUCTURAL STABILITY. 8. EXISTING STAIR TREADS & RISER TO REMAIN. PROVIDE EXISTING STAIR TREADS & RISER TO REMAIN. PROVIDE TEMPORARY BRACING WHERE REQUIRED TO INSURE STRUCTURAL STABILITY.

AutoCAD SHX Text NOTE: CONTRACTOR IS RESPONSIBLE FOR MAINTAINING WEATHER TIGHT CONDITIONS AT ALL TIMES DURING PERIOD OF CONSTRUCTION TO PROTECT OWNERS EQUIPMENT AND STORED ITEMS IN BASEMENT. CONTRACTOR WILL BE HELD FINANCIALLY LIABLE FOR ANY DAMAGE TO BUILDING INTERIOR OR CONTENTS WHICH OCCURS AS A RESULT OF FAILURE BY CONTRACTOR TO MAINTAIN WEATHER TIGHT CONDITIONS.

FIRE ALARM NOTE: THE EXISTING FIRE ALARM SYSTEM IS TO REMAIN OPERATIONAL ON THE BASEMENT LEVEL DURING DEMOLITION AND CONSTRUCTION OF THE NEW FIRST FLOOR. BEFORE STARTING DEMOLITION, A LICENSED FIRE ALARM CONTRACTOR SHALL REMOVE FIRE ALARM DEVICES ON THE FIRST FLOOR FOR POSSIBLE REINSTALLATION AFTER CONSTRUCTION IS COMPLETE. BASEMENT FIRE ALARM DEVICES MOUNTED ON THE BASEMENT CEILING MUST BE LOWERED APPROXIMATELY 4-INCHES TO BE REMOUNTED ON THE SURFACE OF THE FOAM INSULATION, SUPPORTED FROM THE EXISTING CONCRETE PLANKS ABOVE. AFTER THE FIRST FLOOR IS RECONSTRUCTED, A PULL-STATION IS TO BE REMOUNTED AND MADE OPERATIONAL ON THE FIRST FLOOR WITHIN 6-FEET OF THE EXIT DOOR ON THE WEST SIDE OF THE BUILDING. ALL OTHER FIRE-ALARM DEVICES NOT REINSTALLED ARE TO BE TURNED OVER TO THE OWNER.

DRN. BY:

DGN. BY:

REV. BY:

SHEET

D A

TE

R

EM

A

R K

S

R

EV

IS

IO

N S

R

EV

U

SD

A F

O R

ES

T

SE

R

V

IC

E D

IV

IS

IO

N

(C O

N

TR

A C

T N

O : 1

3P

X

D

EL

A

W A

R E

C O

N

TR

O

LL

ED

T

EM

PE

R A

TU

R

E O

V

ER

W

IN

TE

R

IN

G

F A

C

IL

IT

Y

(D C

O W

F)

M

A

IN

R O

A D

D

EL

A W

A R

E, O

H

C ro w n

Pa rk

C t..

C ol um bu s, O

H

Te l:

4.

8.

F ax

: 6

.5

.8 w w w

.st ar co ns ul ta nt s.o rg

A.100

B A

SE

M

EN

T

FL

O

O R

P

LA

N

AutoCAD SHX Text

AutoCAD SHX Text

DOELLINGER

AutoCAD SHX Text I

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text T

AutoCAD SHX Text R

AutoCAD SHX Text D

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text T

AutoCAD SHX Text J.

AutoCAD SHX Text

SCOTT

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text O

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text

KY

AutoCAD SHX Text

SD

AutoCAD SHX Text

AMA

AutoCAD SHX Text A

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

AutoCAD SHX Text

BASEMENT FLOOR PLAN

CODED NOTES: : 1. INFILL ELEVATOR PIT WITH CMU RUBBLE AND 4" CONC. SLAB w/ MESH REINFORCING. INFILL ELEVATOR PIT WITH CMU RUBBLE AND 4" CONC. SLAB w/ MESH REINFORCING. 2. EXISTING O.H. DOOR TO REMAIN. EXISTING O.H. DOOR TO REMAIN. 3. EXISTING BASEMENT WALL TO REMAIN. EXISTING BASEMENT WALL TO REMAIN. 4. EXISTING STAIRS AND ENCLOSING WALLS TO REMAIN. EXISTING STAIRS AND ENCLOSING WALLS TO REMAIN. 5. INSTALL MIN. 4" THICK SPRAY-FOAM INSULATION (CLASS A, ASTM 84) ON ENTIRE INSTALL MIN. 4" THICK SPRAY-FOAM INSULATION (CLASS A, ASTM 84) ON ENTIRE MIN. 4" THICK SPRAY-FOAM INSULATION (CLASS A, ASTM 84) ON ENTIRE MIN. 4" THICK SPRAY-FOAM INSULATION (CLASS A, ASTM 84) ON ENTIRE 4" THICK SPRAY-FOAM INSULATION (CLASS A, ASTM 84) ON ENTIRE 4" THICK SPRAY-FOAM INSULATION (CLASS A, ASTM 84) ON ENTIRE THICK SPRAY-FOAM INSULATION (CLASS A, ASTM 84) ON ENTIRE THICK SPRAY-FOAM INSULATION (CLASS A, ASTM 84) ON ENTIRE SPRAY-FOAM INSULATION (CLASS A, ASTM 84) ON ENTIRE SPRAY-FOAM INSULATION (CLASS A, ASTM 84) ON ENTIRE INSULATION (CLASS A, ASTM 84) ON ENTIRE INSULATION (CLASS A, ASTM 84) ON ENTIRE (CLASS A, ASTM 84) ON ENTIRE (CLASS A, ASTM 84) ON ENTIRE A, ASTM 84) ON ENTIRE A, ASTM 84) ON ENTIRE ASTM 84) ON ENTIRE ASTM 84) ON ENTIRE 84) ON ENTIRE 84) ON ENTIRE ON ENTIRE ON ENTIRE ENTIRE ENTIRE UNDERSIDE OF CONCRETE BASEMENT CEILING. 6. EXISTING CONCRETE LOADING DOCK TO REMAIN. EXISTING CONCRETE LOADING DOCK TO REMAIN. 7. LOCATION OF B.A.S. EQUIPMENT LOCATION OF B.A.S. EQUIPMENT 8. LOCATION OF MECHANICAL EQUIPMENT, CONFIRM CONFIGURATION AFTER CONTRACTOR HAS LOCATION OF MECHANICAL EQUIPMENT, CONFIRM CONFIGURATION AFTER CONTRACTOR HAS OF MECHANICAL EQUIPMENT, CONFIRM CONFIGURATION AFTER CONTRACTOR HAS OF MECHANICAL EQUIPMENT, CONFIRM CONFIGURATION AFTER CONTRACTOR HAS MECHANICAL EQUIPMENT, CONFIRM CONFIGURATION AFTER CONTRACTOR HAS MECHANICAL EQUIPMENT, CONFIRM CONFIGURATION AFTER CONTRACTOR HAS EQUIPMENT, CONFIRM CONFIGURATION AFTER CONTRACTOR HAS EQUIPMENT, CONFIRM CONFIGURATION AFTER CONTRACTOR HAS CONFIRM CONFIGURATION AFTER CONTRACTOR HAS CONFIRM CONFIGURATION AFTER CONTRACTOR HAS CONFIGURATION AFTER CONTRACTOR HAS CONFIGURATION AFTER CONTRACTOR HAS AFTER CONTRACTOR HAS AFTER CONTRACTOR HAS CONTRACTOR HAS CONTRACTOR HAS HAS HAS SELECTED EQUIPMENT WITH ARCHITECT/OWNER

DRN. BY:

DGN. BY:

REV. BY:

SHEET

D A

TE

R

EM

A

R K

S

R

EV

IS

IO

N S

R

EV

U

SD

A F

O R

ES

T

SE

R

V

IC

E D

IV

IS

IO

N

(C O

N

TR

A C

T N

O : 1

3P

X

D

EL

A

W A

R E

C O

N

TR

O

LL

ED

T

EM

PE

R A

TU

R

E O

V

ER

W

IN

TE

R

IN

G

F A

C

IL

IT

Y

(D C

O W

F)

M

A

IN

R O

A D

D

EL

A W

A R

E, O

H

C ro w n

Pa rk

C t..

C ol um bu s, O

H

Te l:

4.

8.

F ax

: 6

.5

.8 w w w

.st ar co ns ul ta nt s.o rg

A.110

FI

R

ST

F

LO

O

R P

LA

N

AutoCAD SHX Text

AutoCAD SHX Text

NORTH ROOM

AutoCAD SHX Text

AutoCAD SHX Text

MIDDLE ROOM

AutoCAD SHX Text 8'-0"

AutoCAD SHX Text 8'-0"

AutoCAD SHX Text 8'-0"

AutoCAD SHX Text 8'-0"

AutoCAD SHX Text

AutoCAD SHX Text

SOUTH ROOM

AutoCAD SHX Text

AutoCAD SHX Text A.200

AutoCAD SHX Text

AutoCAD SHX Text A.200

AutoCAD SHX Text

AutoCAD SHX Text A.200

AutoCAD SHX Text

AutoCAD SHX Text A.200

AutoCAD SHX Text

ALIGN WALL WITH EXISTING STAIR OPENING - VERIFY LOCATION IN FIELD

AutoCAD SHX Text

(MINUS STAIR AND VESTIBULE) 550 SF

AutoCAD SHX Text 26' X 26'

AutoCAD SHX Text

822 SF 26' X 31'

AutoCAD SHX Text

822 SF 26' X 31'

AutoCAD SHX Text

COORDINATE SIZE WITH HVAC EQUIPMENT SUPPLIED. SEE HVAC DRAWINGS

AutoCAD SHX Text

COORDINATE SIZE WITH HVAC EQUIPMENT SUPPLIED. SEE HVAC DRAWINGS

AutoCAD SHX Text

AutoCAD SHX Text A.300

AutoCAD SHX Text

EXISTING GENERATOR TO REMAIN IN SERVICE

AutoCAD SHX Text A.110

AutoCAD SHX Text

AutoCAD SHX Text A.110

AutoCAD SHX Text

AutoCAD SHX Text S0.2

AutoCAD SHX Text

AutoCAD SHX Text S0.2

AutoCAD SHX Text

AutoCAD SHX Text

SPLIT-FACED CONCRETE MASONRY UNIT

AutoCAD SHX Text 2" X 1 " ACTUAL WD 12" ACTUAL WD NAILER STRIP @ 24" GLUED (CONSTRUCTION ADHESIVE) TO RIGID INSULATION

AutoCAD SHX Text

58" M.R. GYPSUM BOARD

AutoCAD SHX Text

(3) LAYERS OF 2" POLYSTYRENE INSULATION, (GLUED W/ CONSTRUCTION ADHESIVE) RUN HORIZONTALLY, STAGGER JOINTS. SET OUTER LAYER EDGES IN SPRAY FOAM TO FORM VAPOR BARRIER

AutoCAD SHX Text

58" M.R. GYPSUM BOARD

AutoCAD SHX Text

1X4 WD TRIM. (PRIME AND PAINT)

AutoCAD SHX Text

PRE-ENGINEERED WOOD ROOF TRUSSES

1/2" PLYWD ACCESS PANEL (MIN. 20"X30")

AutoCAD SHX Text 6 LAYERS OF 2" POLYSTYRENE INSULATION (R-60 RATING) GLUED TO EACH OTHER AND TO PANEL

AutoCAD SHX Text

6" STAMPED SHEET METAL HANDLE

AutoCAD SHX Text

AutoCAD SHX Text

DOELLINGER

AutoCAD SHX Text I

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text T

AutoCAD SHX Text R

AutoCAD SHX Text D

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text T

AutoCAD SHX Text J.

AutoCAD SHX Text

SCOTT

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text O

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text

AutoCAD SHX Text

HT

AutoCAD SHX Text

RKK

AutoCAD SHX Text A

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

AutoCAD SHX Text

FIRST FLOOR PLAN

AutoCAD SHX Text PARTITION TYPES 1. All WALLS ARE TYPE "A" UNLESS NOTED. All WALLS ARE TYPE "A" UNLESS NOTED. 2. USE 5/8" MOLD AND MOISTURE RESISTANT GYPSUM WALL BOARD, ALL LOCATIONS. USE 5/8" MOLD AND MOISTURE RESISTANT GYPSUM WALL BOARD, ALL LOCATIONS. 3. 3/4" EXTERIOR PLYWOOD WAINSCOT 3/4" EXTERIOR PLYWOOD WAINSCOT "A" 1/8" FRP SHEATHING 1/8" FRP SHEATHING 5/8” TYPE MOLD/MOISTURE RESISTANT GYPSUM BOARD TYPE MOLD/MOISTURE RESISTANT GYPSUM BOARD 2" RIGID POLYSTYRENE INSULATION 3 5/8” METAL STUDS @ 16" O.C. w/ R-13 SOUND BATT INSULATION METAL STUDS @ 16" O.C. w/ R-13 SOUND BATT INSULATION 2" RIGID POLYSTYRENE INSULATION 5/8” TYPE MOLD/MOISTURE RESISTANT GYPSUM BOARD TYPE MOLD/MOISTURE RESISTANT GYPSUM BOARD 1/8" FRP SHEATHING 3/4" 2'-0" H EXTERIOR PLYWOOD WAINSCOT (TYP. AT ALL WALL INTERIORS, EXCEPT EXCEPT INSIDE STAIRWELL)

AutoCAD SHX Text CODED NOTES: : 1. EXISTING STAIRS TO REMAIN EXISTING STAIRS TO REMAIN 2. MOP SINK - REF. PLUMBING DRAWINGS MOP SINK - REF. PLUMBING DRAWINGS 3. INFILL EXISTING FLOOR OPENING WITH REINFORCED CONCRETE. INFILL EXISTING FLOOR OPENING WITH REINFORCED CONCRETE. 4. EXISTING VENT CHASE FROM BASEMENT TO REMAIN EXISTING VENT CHASE FROM BASEMENT TO REMAIN 5. WALL-MOUNTED FIRE EXTINGUISHER WALL-MOUNTED FIRE EXTINGUISHER 6. 2'-0" H EXTERIOR PLYWOOD WAINSCOT - SEE 1/A.300. SHOWN DASHED ON 2'-0" H EXTERIOR PLYWOOD WAINSCOT - SEE 1/A.300. SHOWN DASHED ON H EXTERIOR PLYWOOD WAINSCOT - SEE 1/A.300. SHOWN DASHED ON H EXTERIOR PLYWOOD WAINSCOT - SEE 1/A.300. SHOWN DASHED ON EXTERIOR PLYWOOD WAINSCOT - SEE 1/A.300. SHOWN DASHED ON EXTERIOR PLYWOOD WAINSCOT - SEE 1/A.300. SHOWN DASHED ON PLYWOOD WAINSCOT - SEE 1/A.300. SHOWN DASHED ON PLYWOOD WAINSCOT - SEE 1/A.300. SHOWN DASHED ON WAINSCOT - SEE 1/A.300. SHOWN DASHED ON WAINSCOT - SEE 1/A.300. SHOWN DASHED ON - SEE 1/A.300. SHOWN DASHED ON - SEE 1/A.300. SHOWN DASHED ON SEE 1/A.300. SHOWN DASHED ON SEE 1/A.300. SHOWN DASHED ON 1/A.300. SHOWN DASHED ON 1/A.300. SHOWN DASHED ON SHOWN DASHED ON SHOWN DASHED ON SHOWN DASHED ON DASHED ON DASHED ON ON ON PLAN, TYP. ALONG INTERIOR WALL SURFACES 7. PROVIDE ATTIC ACCESS PANEL IN CEILING ABOVE (SHOWN DASHED) SEE DETAIL PROVIDE ATTIC ACCESS PANEL IN CEILING ABOVE (SHOWN DASHED) SEE DETAIL ATTIC ACCESS PANEL IN CEILING ABOVE (SHOWN DASHED) SEE DETAIL ATTIC ACCESS PANEL IN CEILING ABOVE (SHOWN DASHED) SEE DETAIL ACCESS PANEL IN CEILING ABOVE (SHOWN DASHED) SEE DETAIL ACCESS PANEL IN CEILING ABOVE (SHOWN DASHED) SEE DETAIL PANEL IN CEILING ABOVE (SHOWN DASHED) SEE DETAIL PANEL IN CEILING ABOVE (SHOWN DASHED) SEE DETAIL IN CEILING ABOVE (SHOWN DASHED) SEE DETAIL IN CEILING ABOVE (SHOWN DASHED) SEE DETAIL CEILING ABOVE (SHOWN DASHED) SEE DETAIL CEILING ABOVE (SHOWN DASHED) SEE DETAIL ABOVE (SHOWN DASHED) SEE DETAIL ABOVE (SHOWN DASHED) SEE DETAIL (SHOWN DASHED) SEE DETAIL (SHOWN DASHED) SEE DETAIL DASHED) SEE DETAIL DASHED) SEE DETAIL SEE DETAIL SEE DETAIL DETAIL DETAIL 2/A.110) 8. MASONRY EXPANSION JOINTS, TYP. @ 18'-0" O.C. MAX. MASONRY EXPANSION JOINTS, TYP. @ 18'-0" O.C. MAX. 9. NEW 4" POURED CONCRETE EQUIPMENT PAD OVER 4" GRAVEL (ODOT ITEM 304) NEW 4" POURED CONCRETE EQUIPMENT PAD OVER 4" GRAVEL (ODOT ITEM 304) 4" POURED CONCRETE EQUIPMENT PAD OVER 4" GRAVEL (ODOT ITEM 304) 4" POURED CONCRETE EQUIPMENT PAD OVER 4" GRAVEL (ODOT ITEM 304) POURED CONCRETE EQUIPMENT PAD OVER 4" GRAVEL (ODOT ITEM 304) POURED CONCRETE EQUIPMENT PAD OVER 4" GRAVEL (ODOT ITEM 304) CONCRETE EQUIPMENT PAD OVER 4" GRAVEL (ODOT ITEM 304) CONCRETE EQUIPMENT PAD OVER 4" GRAVEL (ODOT ITEM 304) EQUIPMENT PAD OVER 4" GRAVEL (ODOT ITEM 304) EQUIPMENT PAD OVER 4" GRAVEL (ODOT ITEM 304) PAD OVER 4" GRAVEL (ODOT ITEM 304) PAD OVER 4" GRAVEL (ODOT ITEM 304) OVER 4" GRAVEL (ODOT ITEM 304) OVER 4" GRAVEL (ODOT ITEM 304) 4" GRAVEL (ODOT ITEM 304) 4" GRAVEL (ODOT ITEM 304) GRAVEL (ODOT ITEM 304) GRAVEL (ODOT ITEM 304) (ODOT ITEM 304) (ODOT ITEM 304) ITEM 304) ITEM 304) 304) 304) OVER COMPACTED EARTH FOR NEW AIR HANDLING UNIT. COORDINATE WITH HVAC COMPACTED EARTH FOR NEW AIR HANDLING UNIT. COORDINATE WITH HVAC COMPACTED EARTH FOR NEW AIR HANDLING UNIT. COORDINATE WITH HVAC EARTH FOR NEW AIR HANDLING UNIT. COORDINATE WITH HVAC EARTH FOR NEW AIR HANDLING UNIT. COORDINATE WITH HVAC FOR NEW AIR HANDLING UNIT. COORDINATE WITH HVAC FOR NEW AIR HANDLING UNIT. COORDINATE WITH HVAC NEW AIR HANDLING UNIT. COORDINATE WITH HVAC NEW AIR HANDLING UNIT. COORDINATE WITH HVAC AIR HANDLING UNIT. COORDINATE WITH HVAC AIR HANDLING UNIT. COORDINATE WITH HVAC HANDLING UNIT. COORDINATE WITH HVAC HANDLING UNIT. COORDINATE WITH HVAC UNIT. COORDINATE WITH HVAC UNIT. COORDINATE WITH HVAC COORDINATE WITH HVAC COORDINATE WITH HVAC WITH HVAC WITH HVAC HVAC HVAC DRAWINGS FOR EXACT SIZE OF PAD NEEDED. 10. NEW 4" POURED CONCRETE EQUIPMENT PAD OVER 4" GRAVEL (ODOT ITEM 304) NEW 4" POURED CONCRETE EQUIPMENT PAD OVER 4" GRAVEL (ODOT ITEM 304) 4" POURED CONCRETE EQUIPMENT PAD OVER 4" GRAVEL (ODOT ITEM 304) 4" POURED CONCRETE EQUIPMENT PAD OVER 4" GRAVEL (ODOT ITEM 304) POURED CONCRETE EQUIPMENT PAD OVER 4" GRAVEL (ODOT ITEM 304) POURED CONCRETE EQUIPMENT PAD OVER 4" GRAVEL (ODOT ITEM 304) CONCRETE EQUIPMENT PAD OVER 4" GRAVEL (ODOT ITEM 304) CONCRETE EQUIPMENT PAD OVER 4" GRAVEL (ODOT ITEM 304) EQUIPMENT PAD OVER 4" GRAVEL (ODOT ITEM 304) EQUIPMENT PAD OVER 4" GRAVEL (ODOT ITEM 304) PAD OVER 4" GRAVEL (ODOT ITEM 304) PAD OVER 4" GRAVEL (ODOT ITEM 304) OVER 4" GRAVEL (ODOT ITEM 304) OVER 4" GRAVEL (ODOT ITEM 304) 4" GRAVEL (ODOT ITEM 304) 4" GRAVEL (ODOT ITEM 304) GRAVEL (ODOT ITEM 304) GRAVEL (ODOT ITEM 304) (ODOT ITEM 304) (ODOT ITEM 304) ITEM 304) ITEM 304) 304) 304) OVER COMPACTED EARTH FOR NEW YARD HYDRANT. COORDINATE WITH PLUMBING COMPACTED EARTH FOR NEW YARD HYDRANT. COORDINATE WITH PLUMBING COMPACTED EARTH FOR NEW YARD HYDRANT. COORDINATE WITH PLUMBING EARTH FOR NEW YARD HYDRANT. COORDINATE WITH PLUMBING EARTH FOR NEW YARD HYDRANT. COORDINATE WITH PLUMBING FOR NEW YARD HYDRANT. COORDINATE WITH PLUMBING FOR NEW YARD HYDRANT. COORDINATE WITH PLUMBING NEW YARD HYDRANT. COORDINATE WITH PLUMBING NEW YARD HYDRANT. COORDINATE WITH PLUMBING YARD HYDRANT. COORDINATE WITH PLUMBING YARD HYDRANT. COORDINATE WITH PLUMBING HYDRANT. COORDINATE WITH PLUMBING HYDRANT. COORDINATE WITH PLUMBING COORDINATE WITH PLUMBING COORDINATE WITH PLUMBING WITH PLUMBING WITH PLUMBING PLUMBING PLUMBING DRAWINGS FOR EXACT SIZE OF PAD NEEDED. 11. NEW 4" POURED CONCRETE EQUIPMENT PAD OVER 4" GRAVEL (ODOT ITEM 304) NEW 4" POURED CONCRETE EQUIPMENT PAD OVER 4" GRAVEL (ODOT ITEM 304) 4" POURED CONCRETE EQUIPMENT PAD OVER 4" GRAVEL (ODOT ITEM 304) 4" POURED CONCRETE EQUIPMENT PAD OVER 4" GRAVEL (ODOT ITEM 304) POURED CONCRETE EQUIPMENT PAD OVER 4" GRAVEL (ODOT ITEM 304) POURED CONCRETE EQUIPMENT PAD OVER 4" GRAVEL (ODOT ITEM 304) CONCRETE EQUIPMENT PAD OVER 4" GRAVEL (ODOT ITEM 304) CONCRETE EQUIPMENT PAD OVER 4" GRAVEL (ODOT ITEM 304) EQUIPMENT PAD OVER 4" GRAVEL (ODOT ITEM 304) EQUIPMENT PAD OVER 4" GRAVEL (ODOT ITEM 304) PAD OVER 4" GRAVEL (ODOT ITEM 304) PAD OVER 4" GRAVEL (ODOT ITEM 304) OVER 4" GRAVEL (ODOT ITEM 304) OVER 4" GRAVEL (ODOT ITEM 304) 4" GRAVEL (ODOT ITEM 304) 4" GRAVEL (ODOT ITEM 304) GRAVEL (ODOT ITEM 304) GRAVEL (ODOT ITEM 304) (ODOT ITEM 304) (ODOT ITEM 304) ITEM 304) ITEM 304) 304) 304) OVER COMPACTED EARTH FOR NEW CHILLER. COORDINATE WITH HVAC DRAWINGS COMPACTED EARTH FOR NEW CHILLER. COORDINATE WITH HVAC DRAWINGS COMPACTED EARTH FOR NEW CHILLER. COORDINATE WITH HVAC DRAWINGS EARTH FOR NEW CHILLER. COORDINATE WITH HVAC DRAWINGS EARTH FOR NEW CHILLER. COORDINATE WITH HVAC DRAWINGS FOR NEW CHILLER. COORDINATE WITH HVAC DRAWINGS FOR NEW CHILLER. COORDINATE WITH HVAC DRAWINGS NEW CHILLER. COORDINATE WITH HVAC DRAWINGS NEW CHILLER. COORDINATE WITH HVAC DRAWINGS CHILLER. COORDINATE WITH HVAC DRAWINGS CHILLER. COORDINATE WITH HVAC DRAWINGS COORDINATE WITH HVAC DRAWINGS COORDINATE WITH HVAC DRAWINGS WITH HVAC DRAWINGS WITH HVAC DRAWINGS HVAC DRAWINGS HVAC DRAWINGS DRAWINGS DRAWINGS FOR EXACT SIZE OF PAD NEEDED. 12. LOCATION OF FLOOR MOUNTED HUMIDIFIERS - REF. HVAC DRAWINGS LOCATION OF FLOOR MOUNTED HUMIDIFIERS - REF. HVAC DRAWINGS 13. OUTLINE OF ROOF ABV. SHOWN DASHED (TYP.)OUTLINE OF ROOF ABV. SHOWN DASHED (TYP.)

AutoCAD SHX Text

ROOM FINISH SCHEDULE

AutoCAD SHX Text

ROOM #

AutoCAD SHX Text

ROOM NAME

AutoCAD SHX Text

FLOOR FINISH

AutoCAD SHX Text

ROOM BASE

AutoCAD SHX Text

WALL

AutoCAD SHX Text

CEILING

AutoCAD SHX Text

COMMENTS

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text

AutoCAD SHX Text

NORTH ROOM

AutoCAD SHX Text

T-COAT

AutoCAD SHX Text

24" WAINSCOT

AutoCAD SHX Text

FRP

AutoCAD SHX Text

FRP

AutoCAD SHX Text

FRP

AutoCAD SHX Text

FRP

AutoCAD SHX Text E P

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

MIDDLE ROOM

AutoCAD SHX Text

T-COAT

AutoCAD SHX Text

24" WAINSCOT

AutoCAD SHX Text

FRP

AutoCAD SHX Text

FRP

AutoCAD SHX Text

FRP

AutoCAD SHX Text

FRP

AutoCAD SHX Text E P

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SOUTH ROOM

AutoCAD SHX Text

T-COAT

AutoCAD SHX Text

24" WAINSCOT

AutoCAD SHX Text

FRP

AutoCAD SHX Text

FRP

AutoCAD SHX Text

FRP

AutoCAD SHX Text

FRP

AutoCAD SHX Text E P

AutoCAD SHX Text

AutoCAD SHX Text ROOM FINISH NOTES T-COAT TRAFFIC COATING TRAFFIC COATING 24" WAINSCOT " EXTERIOR PLYWOOD WAINSCOT (24" HIGH) 34" EXTERIOR PLYWOOD WAINSCOT (24" HIGH) FRP " FRP BOARD. PROVIDE ALL ACCESSORIES. 18" FRP BOARD. PROVIDE ALL ACCESSORIES. E P EPOXY PAINT. PROVIDE PRIMER EPOXY PAINT. PROVIDE PRIMER *FOR FRP AND PAINT, PROVIDE FULL COLOR SELECTION FOR A/E APPROVAL COMMENTS: 1. FILL VOIDS, PATCH, REPAIR AND CLEAN EXISTING CONCRETE FLOOR. PREPARE SURFACE FILL VOIDS, PATCH, REPAIR AND CLEAN EXISTING CONCRETE FLOOR. PREPARE SURFACE BEFORE APPLICATION OF NEW TRAFFIC COATING

AutoCAD SHX Text

AutoCAD SHX Text

SCALE: 3/4" = 1'-0"

AutoCAD SHX Text

EXTERIOR WALL - PLAN VIEW

AutoCAD SHX Text

AutoCAD SHX Text

SCALE: 3/4" = 1'-0"

AutoCAD SHX Text

ATTIC ACCESS PANEL DETAIL

FIRE ALARM NOTE: THE EXISTING FIRE ALARM SYSTEM IS TO REMAIN OPERATIONAL ON THE BASEMENT LEVEL DURING DEMOLITION AND CONSTRUCTION OF THE NEW FIRST FLOOR. BEFORE STARTING DEMOLITION, A LICENSED FIRE ALARM CONTRACTOR SHALL REMOVE FIRE ALARM DEVICES ON THE FIRST FLOOR FOR POSSIBLE REINSTALLATION AFTER CONSTRUCTION IS COMPLETE. BASEMENT FIRE ALARM DEVICES MOUNTED ON THE BASEMENT CEILING MUST BE LOWERED APPROXIMATELY 4-INCHES TO BE REMOUNTED ON THE SURFACE OF THE FOAM INSULATION, SUPPORTED FROM THE EXISTING CONCRETE PLANKS ABOVE. AFTER THE FIRST FLOOR IS RECONSTRUCTED, A PULL-STATION IS TO BE REMOUNTED AND MADE OPERATION AL ON THE FIRST FLOOR WITHIN 6-FEET OF THE EXIT DOOR ON THE WEST SIDE OF THE BUILDING. ALL OTHER FIRE-ALARM DEVICES NOT REINSTALLED ARE TO BE TURNED OVER TO THE OWNER.

DRN. BY:

DGN. BY:

REV. BY:

SHEET

D A

TE

R

EM

A

R K

S

R

EV

IS

IO

N S

R

EV

U

SD

A F

O R

ES

T

SE

R

V

IC

E D

IV

IS

IO

N

(C O

N

TR

A C

T N

O : 1

3P

X

D

EL

A

W A

R E

C O

N

TR

O

LL

ED

T

EM

PE

R A

TU

R

E O

V

ER

W

IN

TE

R

IN

G

F A

C

IL

IT

Y

(D C

O W

F)

M

A

IN

R O

A D

D

EL

A W

A R

E, O

H

C ro w n

Pa rk

C t..

C ol um bu s, O

H

Te l:

4.

8.

F ax

: 6

.5

.8 w w w

.st ar co ns ul ta nt s.o rg

A.120

R O

O F

PL

A

N

AutoCAD SHX Text

AutoCAD SHX Text

NORTH ROOM

AutoCAD SHX Text

AutoCAD SHX Text

MIDDLE ROOM

AutoCAD SHX Text

AutoCAD SHX Text

SOUTH ROOM

AutoCAD SHX Text

HIP

AutoCAD SHX Text

HIP

AutoCAD SHX Text

HIP

AutoCAD SHX Text

HIP

AutoCAD SHX Text

RIDGE VENT

AutoCAD SHX Text

RIDGE VENT

AutoCAD SHX Text

PRE-FIN ALUM GUTTER

AutoCAD SHX Text

PRE-FIN ALUM GUTTER

AutoCAD SHX Text

PRE-FIN ALUM GUTTER

AutoCAD SHX Text

PRE-FIN ALUM GUTTER

AutoCAD SHX Text

METAL ROOFING SYSTEM

AutoCAD SHX Text

LOCATION OF DOWNSPOUT

AutoCAD SHX Text

LOCATION OF DOWNSPOUT

AutoCAD SHX Text

LOCATION OF DOWNSPOUT

AutoCAD SHX Text

LOCATION OF DOWNSPOUT

AutoCAD SHX Text

AutoCAD SHX Text A.300

AutoCAD SHX Text

SLOPE 3:12

AutoCAD SHX Text

SLOPE 3:12

AutoCAD SHX Text

SLOPE 3:12

AutoCAD SHX Text

SLOPE 3:12

AutoCAD SHX Text

SNOW GUARDS

AutoCAD SHX Text

SNOW GUARDS

AutoCAD SHX Text

SNOW GUARDS

AutoCAD SHX Text

SNOW GUARDS

AutoCAD SHX Text NOTE: DO NOT ATTACH INTO SOLID SUBSTRATE BELOW. BOOT SHOULD ONLY FASTEN TO THE METAL ROOFING TO ALLOW EXPANSION AND CONTRACTION MOVEMENT.