DBHDS - SWVMHI Harmon & Laundry Bldgs Roof Repl - Drawings.pdf

DRAWING INDEX

SHEET

NO. SHEET NAME

SHEET

NO. SHEET NAME

SHEET

NO. SHEET NAME

M E C H A N I C A L

C I V I L

S T R U C T U R A L

ARCHITECTURAL E L E C T R I C A L

P L U M B I N G

A R C H I T E C T A N D E N G I N E E R

C O

N

ST

R U

C

TI

O N

D O

C U

M

EN

TS

A

N D

B

ID

S

ET

SITE LOCATION MAP BUILDING INFORMATION

SITE LOCATION MAP

KEY PLAN

SWVMHI

HARMON BUILDING AND LAUNDRY

BUILDING ROOF REPLACEMENT

340 BAGLEY CIRCLE

MARION VIRGINIA 24354

O W N E RHARMON AND LAUNDRY BUILDINGS

DBHDS SWVMHI

MARION, VIRGINIA

ROOF REPLACEMENTS

www.zmm.com

222 Lee Street, West Charleston, WV 25302 Phone: 304.342.0159 Fax: 304.345.8144

1116 South Main Street Blacksburg, VA 24060 Phone: 540.552.2151

5550 Winchester Avenue Berkeley Business Park, Suite 5 Martinsburg, WV 25405 Phone: 304.342.0159

149 Acme Street Suite A Marietta, Ohio 45750 Phone: 704.371.9001

LAUNDRY BUILDING

HARMON BUILDING

State Project Code: 720-B2720-002

T101

DEC. 12, 2023

IFB - 23 - 15

T101

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Marion, VA

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text South

AutoCAD SHX Text

AutoCAD SHX Text North

AutoCAD SHX Text

TO

AutoCAD SHX Text

TO

AutoCAD SHX Text

BRISTOL

AutoCAD SHX Text

WYTHEVILLE

AutoCAD SHX Text SOUTWEST VIRGINIA MENTAL HEALTH INSTITUTE HARMON AND LAUNDRY BUILDINGS MARION VIRGINIA

AutoCAD SHX Text T101

AutoCAD SHX Text

TITLE SHEET

AutoCAD SHX Text T102

AutoCAD SHX Text

VICINITY MAP, LOCATION MAP AND ABBREVIATIONS

AutoCAD SHX Text A101

AutoCAD SHX Text

DEMOLITION - HARMON BUILDING ROOF PLAN

AutoCAD SHX Text A102

AutoCAD SHX Text

NEW WORK - HARMON BUILDING ROOF PLAN

AutoCAD SHX Text A201

AutoCAD SHX Text

DEMOLITION - LAUNDRY BUILDING ROOF PLAN

AutoCAD SHX Text A202

AutoCAD SHX Text

NEW WORK - LAUNDRY BUILDING ROOF PLAN

AutoCAD SHX Text A301

AutoCAD SHX Text

TYPICAL MEMBRANE ROOF DETAILS

AutoCAD SHX Text A302

AutoCAD SHX Text

TYPICAL SLATE SHINGLE ROOF DETAILS

AutoCAD SHX Text A303

AutoCAD SHX Text

ROOF FRAMING REPLACEMENT PLAN

AutoCAD SHX Text

MARION, VIRGINIA

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

PLAN NORTH

AutoCAD SHX Text O:\SWVMHI Harmon and Laundry Building Roof Replacements 2022066\Sheets\Architectural\T101 TITLE SHEET.dwg

AutoCAD SHX Text

1. THE PROJECT CONSISTS OF REPLACING APPROXIMATELY 4,900 SF OF MEMBRANE ROOFING AND 7,000 SF OF SLATE SHINGLES ON THE HARMON BUILDING. THE PROJECT CONSISTS OF REPLACING APPROXIMATELY 4,900 SF OF MEMBRANE ROOFING AND 7,000 SF OF SLATE SHINGLES ON THE HARMON BUILDING. AND APPROXIMATELY 7,000 SF OF EXISTING BALLAST AND EPDM MEMBRANE ROOFING ON THE LAUNDRY BUILDING LOCATED AT THE SOUTHWEST VIRGINIA MENTAL HEALTH INSTITUTE IN MARION VIRGINIA. THE CONTRACTOR SHALL INSPECT AND REPAIR THE EXISTING ROOF DECK AND STRUCTURE PRIOR TO INSTALLING NEW ROOF MATERIALS, SEE SHEET A303 FOR DECK AND STRUCTURE REPLACEMENT INFORMATION. 2. THE INSTALLATION OF NEW FULLY ADHERED SINGLE-PLY MEMBRANE ROOF SYSTEM AND NEW SLATE ROOF SHINGLES SHALL BE IN ACCORDANCE WITH THE INSTALLATION OF NEW FULLY ADHERED SINGLE-PLY MEMBRANE ROOF SYSTEM AND NEW SLATE ROOF SHINGLES SHALL BE IN ACCORDANCE WITH ROOFING MANUFACTURER RECOMMENDATIONS, LOCAL AND STATE BUILDING CODE REQUIREMENTS. 3. THESE DRAWINGS HAVE BEEN DEVELOPED FROM LAUNDRY BUILDING ROOF REPLACEMENT DRAWINGS DATED FEBRUARY 1984, HARMON BUILDING ROOF THESE DRAWINGS HAVE BEEN DEVELOPED FROM LAUNDRY BUILDING ROOF REPLACEMENT DRAWINGS DATED FEBRUARY 1984, HARMON BUILDING ROOF REPLACEMENT (720-17227-005) DRAWINGS DATED JULY 25, 2008, AND FIELD INVESTIGATION. 4. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING ROOFING DECK, ROOF EDGING, FLASHING, DRAINS, ETC AND PREPARE FOR NEW WORK. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING ROOFING DECK, ROOF EDGING, FLASHING, DRAINS, ETC AND PREPARE FOR NEW WORK. 5. THE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2018 VIRGINIA UNIFORM STATEWIDE BUILDING CODE (VUSBC) REQUIREMENTS, THE VIRGINIA THE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2018 VIRGINIA UNIFORM STATEWIDE BUILDING CODE (VUSBC) REQUIREMENTS, THE VIRGINIA EXISTING BUILDING CODE (VEBC) RENOVATION. (LEVEL 1), 2018 INTERNATIONAL FIRE CODE, 2018 VIRGINIA STATEWIDE FIRE PREVENTION CODE, NFPA 241-2013, VIRGINIA ENERGY CONSERVATION AND ENVIRONMENTAL STANDARDS (VEES) AND THE 2022 CONSTRUCTION AND PROFESSIONAL SERVICES MANUAL (CPSM) EDITION, REV. 1, 2/14/2023. 6. HPBA COMPLIANCE: IN ACCORD WITH THE HIGH PERFORMANCE BUILDINGS ACT, THE BUILDING IS EXEMPT FROM COMPLIANCE BECAUSE THE COST OF THE HPBA COMPLIANCE: IN ACCORD WITH THE HIGH PERFORMANCE BUILDINGS ACT, THE BUILDING IS EXEMPT FROM COMPLIANCE BECAUSE THE COST OF THE RENOVATIONS DOES NOT EXCEED 50% OF THE VALUE OF THE BUILDING. 7. VECC COMPLIANCE: IN ACCORD WITH THE VIRGINIA ENERGY CONSERVATION CODE (VECC), THE BUILDING SHALL COMPLY WITH VECC SECTIONS C402 VECC COMPLIANCE: IN ACCORD WITH THE VIRGINIA ENERGY CONSERVATION CODE (VECC), THE BUILDING SHALL COMPLY WITH VECC SECTIONS C402 THROUGH C405 AND C408. 8. OWNER: DBHDS SWVMHI OWNER: DBHDS SWVMHI DBHDS SWVMHI 340 BAGLEY CIRCLE MARION, VIRGINIA 24354 PROJECT: HARMON AND LAUNDRY BUILDINGS - ROOF REPLACEMENT HARMON AND LAUNDRY BUILDINGS - ROOF REPLACEMENT BUILDING LEVELS: HARMON BUILDING IS FIVE STORY AND LAUNDRY BUILDING IS 3 STORY HARMON BUILDING IS FIVE STORY AND LAUNDRY BUILDING IS 3 STORY ROOF REPLACEMENT: HARMON BUILDING: 11,900 SF ROOF HARMON BUILDING: 11,900 SF ROOF 11,900± SF ROOFAPPROX. 4,900 SF MEMBRANE ROOF APPROX. 7,000 SF SLATE SHINGLE ROOF (NOT FACTORING ROOF SLOPE) LAUNDRY BUILDING: 7,000 SF ROOF 7,000± SF ROOFGROUP(s): HARMON BUILDING: I-2 USE GROUP (BUILDING CURRENTLY UNOCCUPIED. NO CHANGE OF USE HARMON BUILDING: I-2 USE GROUP (BUILDING CURRENTLY UNOCCUPIED. NO CHANGE OF USE HAS OCCURRED SINCE ITS LAST USE AS AN I-2 FACILITY) LAUNDRY BUILDING: F-1 USE GROUP FIRE PROTECTION: HARMON BUILDING IS EQUIPPED WITH A WET-PIPE SPRINKLER SYSTEM THROUGHOUT THE BUILDING AND A HARMON BUILDING IS EQUIPPED WITH A WET-PIPE SPRINKLER SYSTEM THROUGHOUT THE BUILDING AND A BUILDING AND A DRY-PIPE SPRINKLER SYSTEM IN THE ATTIC. LAUNDRY BUILDING IS NOT SPRINKLED. CONSTRUCTION TYPES: HARMON BUILDING (ORIGINALLY CONSTRUCTED UNDER VIRGINIA PUBLIC SAFETY REGULATIONS): TYPE IIIB HARMON BUILDING (ORIGINALLY CONSTRUCTED UNDER VIRGINIA PUBLIC SAFETY REGULATIONS): TYPE IIIB LAUNDRY BUILDING (ORIGINALLY CONSTRUCTED UNDER VIRGINIA PUBLIC SAFETY REGULATIONS): TYPE IIB 9. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL WORK AND ITEMS REQUIRED FOR THE COMPLETION OF THAT WORK. ALL WORK LISTED, THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL WORK AND ITEMS REQUIRED FOR THE COMPLETION OF THAT WORK. ALL WORK LISTED, SHOWN, OR IMPLIED ON THE CONSTRUCTION DOCUMENTS SHALL BE PROVIDED BY THE CONTRACTOR; AS IT IS REASONABLE TO INFER THE WORK AS NECESSARY TO PROVIDE INTENDED RESULT. THE USE OF THE WORK "PROVIDED" IN CONNECTION WITH ANY ITEM SHOWN SHALL MEAN "FURNISHED, INSTALLED, AND CONNECTED," UNLESS NOTED OTHERWISE. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF CONSTRUCTION DOCUMENTS AND SHOP DRAWINGS. CONTRACTOR SHALL NOTIFY ARCHITECT CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF CONSTRUCTION DOCUMENTS AND SHOP DRAWINGS. CONTRACTOR SHALL NOTIFY ARCHITECT IN WRITING IMMEDIATELY OF ANY DISCREPANCIES IN PLANS, SHOP DRAWINGS AND/OR SPECIFICATIONS. SHOULD A DISCREPANCY BE FOUND, DO NOT PROCEED UNTIL CLARIFICATIONS HAVE BEEN MADE BY THE ARCHITECT/ENGINEER. 11. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND FIELD CONDITIONS. DO NOT SCALE DRAWINGS. IF INSUFFICIENT INFORMATION EXISTS, NOTIFY THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND FIELD CONDITIONS. DO NOT SCALE DRAWINGS. IF INSUFFICIENT INFORMATION EXISTS, NOTIFY THE ARCHITECT IMMEDIATELY FOR CLARIFICATION PRIOR TO PROCEEDING WITH THE WORK. 12. THE CONTRACTOR SHALL REPLACE NOTED EXISTING WOOD ROOF DECK, ROOF VALLEY JACKS, AND ROOF VALLEY RAFTERS, AT ALL SLATE SHINGLE LOCATIONS AND AT THE CONTRACTOR SHALL REPLACE NOTED EXISTING WOOD ROOF DECK, ROOF VALLEY JACKS, AND ROOF VALLEY RAFTERS, AT ALL SLATE SHINGLE LOCATIONS AND AT ALL DORMER PENETRATIONS ON THE HARMON BUILDING UNLESS NOTED OTHERWISE. THE EXISTING CONCRETE ROOF DECK OF THE LAUNDRY BUILDING SHALL REMAIN. THE CONTRACTOR SHALL DRY, CLEAN AND PREP ALL ROOF DECKS PRIOR TO INSTALLING NEW ROOFING MATERIALS IN ACCORDANCE WITH ROOFING MANUFACTURERS RECOMMENDATION. 13. CONTRACTOR MAY BE REQUIRED TO REMOVE AND REINSTALL MECHANICAL, ELECTRICAL EQUIPMENT AND ASSOCIATED ITEMS FOR CURB HEIGHT ADJUSTMENTS CONTRACTOR MAY BE REQUIRED TO REMOVE AND REINSTALL MECHANICAL, ELECTRICAL EQUIPMENT AND ASSOCIATED ITEMS FOR CURB HEIGHT ADJUSTMENTS (8" MIN) AND THE INSTALLATION OF THE NEW FULLY ADHERED SINGLE-PLY MEMBRANE AND COVER BOARD OVER NEW RIGID ROOF INSULATION ON NEW VAPOR AND AIR BARRIER OVER THE EXISTING ROOF DECK. THE CONTRACTOR SHALL INSPECT ALL UNDER ROOF DECK AREAS FOR ANY ITEMS THAT MAY BE DAMAGED OR COMPROMISED PRIOR TO FASTENING NEW RIGID INSULATION AND COVER BOARD. 14. A MOISTURE REPORT OF EXISTING ROOFS HAS BEEN COMPLETED AND IS INCLUDED AS AN APPENDIX TO THE PROJECT SPECIFICATIONS. A MOISTURE REPORT OF EXISTING ROOFS HAS BEEN COMPLETED AND IS INCLUDED AS AN APPENDIX TO THE PROJECT SPECIFICATIONS. 15. AN ASBESTOS INSPECTION WAS PERFORMED AND ACM WAS FOUND GENERALLY IN THE AREA INDICATED. THE ASBESTOS INSPECTION REPORT IS INCLUDED AN ASBESTOS INSPECTION WAS PERFORMED AND ACM WAS FOUND GENERALLY IN THE AREA INDICATED. THE ASBESTOS INSPECTION REPORT IS INCLUDED AS AN APPENDIX TO THE PROJECT SPECIFICATIONS. THE OWNER SHALL SUBMIT AN APPLICATION FOR PERMIT TO HAVE THE ASBESTOS-CONTAINING MATERIALS ABATED BY A LICENSED ASBESTOS CONTRACTOR UNDER A SEPARATE CONTRACT USING APPROVED PROCEDURES PRIOR TO ISSUING A NOTICE TO PROCEED TO THE GENERAL CONTRACTOR. ANY ACM THAT IS TO REMAIN AND THE NEW NON ASBESTOS-CONTAINING MATERIAL SHALL BE LABELED ACCORDINGLY. THE ASBESTOS ABATEMENT CONTRACTOR SHALL MARK UP THE RECORD DRAWINGS RESULTING FROM ITS WORK TO INCLUDE AREAS WHERE ASBESTOS WAS ABATED, AREAS WHERE ASBESTOS WAS ENCAPSULATED, AND AREAS WHERE ACM EXISTING BUT WERE LEFT IN PLACE. THE GENERAL CONTRACTOR SHALL REVIEW AND CERTIFY THE LOCATIONS WHERE ACM WAS ABATED, AREAS WHERE ACM WAS ENCAPSULATED AND AREAS WHERE ACM WAS LEFT IN PLACE AS MARKED ON THE RECORD DRAWINGS AND WILL PROVIDE THE DRAWINGS TO THE ARCHITECT. 16. AN INSPECTION TO IDENTIFY LEAD CONTAINING OR LEAD COATED BUILDING COMPONENTS HAS NOT BEEN CONDUCTED. THE OWNER HAS AN INSPECTION TO IDENTIFY LEAD CONTAINING OR LEAD COATED BUILDING COMPONENTS HAS NOT BEEN CONDUCTED. THE OWNER HAS NO KNOWLEDGE OF LEAD CONTAINING OR LEAD COATED BUILDING COMPONENTS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL VIRGINIA OCCUPATIONAL SAFETY AND HEALTH (VOSH) REGULATIONS AS THEY PERTAIN TO EMPLOYEES EXPOSURES TO LEAD. ALL LEAD AND LEAD-COATED BUILDING COMPONENTS SHALL BE RECYCLED TO THE EXTENT POSSIBLE.

AutoCAD SHX Text

PLAN REF NORTH

A B B R E V I A T I O N S

SYMBOLS

LOCATION MAPVICINITY MAP

JFH

C O

N

ST

R U

C

TI

O N

D O

C U

M

EN

TS

A

N D

B

ID

S

ET

R

EV

IS

IO

N S

N O

D

ES

C

R

IP

TI

O

N D

A

TE

c by ZMM, INC.

H A

R M

O N

A N

D L

A U

N D

R Y

B U

IL

D

IN

G

S D

BH

D

S

SW

VM

H

I

M

AR

IO

N

, V

IR

G

IN

IA

R O

O F

R

EP

LA

C

EM

EN

TS

DEC. 12, 2023

2022066

VICNITY MAP

LOCATION

MAP AND

ABBREVIATIONS

T102

AHW

CHECKED

DATE

COMM. NO.

DRAWN

St at e Pr oj ec t C od e:

-B

-0

1116 South Main Street Blacksburg, Virginia 24060 Phone: 540.552.2151 www.zmm.com

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Marion, VA

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text South

AutoCAD SHX Text

AutoCAD SHX Text North

AutoCAD SHX Text

TO

AutoCAD SHX Text

TO

AutoCAD SHX Text

BRISTOL

AutoCAD SHX Text

WYTHEVILLE

AutoCAD SHX Text SOUTWEST VIRGINIA MENTAL HEALTH INSTITUTE HARMON AND LAUNDRY BUILDINGS MARION VIRGINIA

AutoCAD SHX Text Porterfield LN

AutoCAD SHX Text Finley Gayle Dr

AutoCAD SHX Text Bagley Circle

AutoCAD SHX Text State Street

AutoCAD SHX Text Wright Street

AutoCAD SHX Text S Commerce St

AutoCAD SHX Text Spruce St

AutoCAD SHX Text Buchanan St

AutoCAD SHX Text Pearl Ave

AutoCAD SHX Text E Orange St

AutoCAD SHX Text Walnut St

AutoCAD SHX Text Boyer Pl

AutoCAD SHX Text Bowman Pl

AutoCAD SHX Text Parsons Pl

AutoCAD SHX Text Harwood Dr

AutoCAD SHX Text Shop St

AutoCAD SHX Text

AutoCAD SHX Text SOUTWEST VIRGINIA MENTAL HEALTH INSTITUTE HARMON AND LAUNDRY BUILDINGS MARION VIRGINIA

AutoCAD SHX Text

1 VERTICAL ON 2 HORIZONTAL SLOPE

AutoCAD SHX Text

2 HORIZONTAL TO 1 VERTICAL SLOPE

AutoCAD SHX Text %%c

AutoCAD SHX Text %%d

AutoCAD SHX Text

PHASE, ROUND

AutoCAD SHX Text

DEGREE

AutoCAD SHX Text 3/C

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 3/P

AutoCAD SHX Text

AutoCAD SHX Text

1 PH

AutoCAD SHX Text

3 WAY

AutoCAD SHX Text

1 ON 2

AutoCAD SHX Text

THREE CONDUCTOR

AutoCAD SHX Text

ABOUT, AT

AutoCAD SHX Text

THREE POLE

AutoCAD SHX Text

DEFLECTION ANGLE

AutoCAD SHX Text

AND

AutoCAD SHX Text

PERCENT

AutoCAD SHX Text

SINGLE PHASE

AutoCAD SHX Text

THREE WAY

AutoCAD SHX Text 2:1

AutoCAD SHX Text A ACRE ACRE AB ANCHOR BOLT, ADDITIVE BID ITEM ANCHOR BOLT, ADDITIVE BID ITEM ABV ABOVE ABOVE AC AIR CONDITIONING, ASBESTOS CEMENT, ASPHALTIC CONCRETE AIR CONDITIONING, ASBESTOS CEMENT, ASPHALTIC CONCRETE ACST ACOUSTIC ACOUSTIC AD AREA DRAIN AREA DRAIN ADAAG ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES ADH ADHESIVE ADHESIVE ADJ ADJUSTABLE, ADJACENT ADJUSTABLE, ADJACENT AIA AMERICAN INSTITUTE OF ARCHITECTS AMERICAN INSTITUTE OF ARCHITECTS AL ALUMINUM ALUMINUM ALT ALTERNATE ALTERNATE AMP,A AMPERE AMPERE AMP ACRYLIC MODIFIED POLYESTER ANCHOR ACRYLIC MODIFIED POLYESTER ANCHOR ANOD ANODIZED ACCESS PANEL ANODIZED ACCESS PANEL APPROX APPROXIMATE APPROXIMATE ARCH ARCHITECTURAL ARCHITECTURAL ARR ARRESTOR ARRESTOR ASAD 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN ASPH ASPHALT ASPHALT ATC ACOUSTICAL TILE CEILING ACOUSTICAL TILE CEILING AUX AUXILIARY AUXILIARY AWG AMERICAN WIRE GAGE AMERICAN WIRE GAGE AV AIR VENTAIR VENT

AutoCAD SHX Text B BOTTOM, BATH BOTTOM, BATH BBD BASEBOARD DIFFUSER BASEBOARD DIFFUSER BCOM BUREAU OF CAPITAL OUTLAY MANAGEMENT BUREAU OF CAPITAL OUTLAY MANAGEMENT BD BOARD BOARD BHP BRAKE HORSEPOWER BRAKE HORSEPOWER BLDG BUILDING BUILDING BLK BLOCK BLOCK BLW BELOW BELOW BM BEAM, BENCH MARK BEAM, BENCH MARK BOT BOTTOM BOTTOM BP BASE PLATE BASE PLATE BR BOTTOM REGISTER BOTTOM REGISTER BRG BEARING BEARING BSMT BASEMENT BASEMENT BTU BRITISH THERMAL UNIT BRITISH THERMAL UNIT BTU/HR BRITISH THERMAL UNIT/HOUR BRITISH THERMAL UNIT/HOUR BTWN BETWEEN BETWEEN BUR BUILT-UP ROOFINGBUILT-UP ROOFING

AutoCAD SHX Text C CENTERLINE CENTERLINE CAB. CABINET CABINET CAP. CAPACITY CAPACITY CC CENTER TO CENTER, COOLING COIL CENTER TO CENTER, COOLING COIL CD CEILING DIFFUSER CEILING DIFFUSER C&G CURB & GUTTER CURB & GUTTER CEM CEMENT CEMENT CER CERAMIC CERAMIC CFM CUBIC FEET PER MINUTE CUBIC FEET PER MINUTE CFH CUBIC FEET PER HOUR CUBIC FEET PER HOUR CHNL CHANNEL CHANNEL CI CAST IRON CAST IRON CIP CAST IRON PIPE CAST IRON PIPE CIR CIRCULATING CIRCULATING CJ CONTROL JOINT, CONTRACTION JOINT CONTROL JOINT, CONTRACTION JOINT CKT CIRCUIT CIRCUIT CL CLEAR, CLOSET CLEAR, CLOSET CLG CEILING CEILING CMP CORRUGATED METAL PIPE CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCHCORRUGATED METAL PIPE ARCH

AutoCAD SHX Text D DEPTH, DEEP, DEGREE OF DEPTH, DEEP, DEGREE OF CURVATURE, DRAIN DB DRY BULB, DECIBEL, DIRECT BURIAL DRY BULB, DECIBEL, DIRECT BURIAL DBHDS DEPARTMENT OF BEHAVIORAL HEALTH DEPARTMENT OF BEHAVIORAL HEALTH AND DEVELOPMENTAL SERVICES DEB DIVISION OF ENGINEERING & BUILDINGS DIVISION OF ENGINEERING & BUILDINGS DEMO DEMOLITION DEMOLITION DET DETAIL DETAIL DH DRILL HOLE DRILL HOLE DIA DIAMETER DIAMETER DIM DIMENSION DIMENSION DIST DISTANCE DISTANCE DN DOWN DOWN DL DEAD LOAD DEAD LOAD DMPR DAMPER DAMPER DN DOWN DOWN DO. DITTO DITTO DS DOWNSPOUT DOWNSPOUT DV DRAIN VALVE DRAIN VALVE DW DRYWALL, DISHWASHER DRYWALL, DISHWASHER DWD DRINKING WATER DISPENSER DRINKING WATER DISPENSER DWG DRAWINGDRAWING

AutoCAD SHX Text E.A.T. ENTERING AIR TEMPERATURE ENTERING AIR TEMPERATURE EC EMPTY CONDUIT EMPTY CONDUIT EER ENERGY EFFICIENCY RATIO ENERGY EFFICIENCY RATIO EFF EFFICIENCY EFFICIENCY EIFS EXTERIOR INSULATION FINISH SYSTEM EXTERIOR INSULATION FINISH SYSTEM EL ELEVATION (FL EL 57.0) ELEVATION (FL EL 57.0) ELEC ELECTRIC ELECTRIC ELEV ELEVATION (BLDG ELEVATION) ELEVATION (BLDG ELEVATION) EMER EMERGENCY EMERGENCY EMT ELECTRICAL METALLIC TUBING ELECTRICAL METALLIC TUBING ENT ENTERING ENTERING EP EPOXY, EDGE OF PAVEMENT EPOXY, EDGE OF PAVEMENT EPDM ETHYLENE PROPYLENE ETHYLENE PROPYLENE DIENE MONOMER EPS EXPANDED POLYSTYRENE INSULATION EXPANDED POLYSTYRENE INSULATION EQ EQUAL, EQUIPMENT EQUAL, EQUIPMENT EVAP EVAPORATIVE EVAPORATIVE EW EACH WAY EACH WAY EACH WAY EWC ELECTRIC WATER COOLER ELECTRIC WATER COOLER EXH EXHAUST EXHAUST EXIST EXISTING EXISTING EXP EXPANSION, EXPOSED EXPANSION, EXPOSED EXP JT EXPANSION JOINT EXPANSION JOINT EXT EXTERIOR EXTERIOR E EAST EAST EA EACHEACH

AutoCAD SHX Text 4 WAY FOUR WAY FOUR WAY F FAHRENHEIT, FIRE, FAN FAHRENHEIT, FIRE, FAN FC FACE OF CURB FACE OF CURB FD FLOOR DRAIN, FIRE DAMPER, FLOOR DRAIN, FIRE DAMPER, FLOOR DIFFUSER FDN FOUNDATION FOUNDATION FDR FEEDER FEEDER FFE FINISHED FLOOR ELEVATION FINISHED FLOOR ELEVATION FH FIRE HYDRANT FIRE HYDRANT FHC FIRE HOSE CABINET FIRE HOSE CABINET FIG. FIGURE FIGURE FIN. FINISH FINISH FIX. FIXTURE FIXTURE FJ FELT JOINT FELT JOINT FL FLOOR, FLASHING FLOOR, FLASHING FLEX FLEXIBLE FLEXIBLE FLUOR FLUORESCENT FLUORESCENT FM FACTORY MUTUAL FACTORY MUTUAL FPH FROST PROOF HYDRANT FROST PROOF HYDRANT FPM FEET PER MINUTE FEET PER MINUTE FR FROM FROM FRGP FIBERGLASS REINFORCED GYPSUM FIBERGLASS REINFORCED GYPSUM PANEL FRTW FIRE RETARDANT TREATED WOOD FIRE RETARDANT TREATED WOOD FRZR FREEZER FREEZER FS FULL SIZE, FAR SIDE FULL SIZE, FAR SIDE FSM FLEXIBLE SHEET MEMBRANE FLEXIBLE SHEET MEMBRANE FT FOOT, FEET, FLOOR TILE FOOT, FEET, FLOOR TILE FTG FOOTING FOOTING FURN FURNACE FURNACE FUT FUTUREFUTURE

AutoCAD SHX Text GR GRADE GRADE GRD GROUND GROUND GSU GLAZED STRUCTURAL UNIT GLAZED STRUCTURAL UNIT GW GROUND WATER GROUND WATER GWB GYPSUM WALLBOARD GYPSUM WALLBOARD GYP GYPSUM GYPSUM G GAS GAS GA GAGE GAGE GALV GALVANIZED GALVANIZED GFCI GOVERNMENT FURNISHED GOVERNMENT FURNISHED CONTRACTOR INSTALLED GL GLASS GLASS GLE GLOSS ENAMEL GLOSS ENAMEL GPM GALLONS PER MINUTEGALLONS PER MINUTE

AutoCAD SHX Text

(L) LEFT LEFT L LENGTH, LENGTH OF CURVE LENGTH, LENGTH OF CURVE LA LIGHTNING ARRESTOR LIGHTNING ARRESTOR LAB LABORATORY LABORATORY LAV LAVATORY LAVATORY LBS POUNDS POUNDS LL LIVE LOAD LIVE LOAD LLH LONG LEG HORIZONTAL LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LONG LEG VERTICAL LOC LOCATION LOCATION LT LIGHT LIGHT LVR LOUVER LOUVER LVG LEAVING LEAVING LTW LIGHT WEIGHTLIGHT WEIGHT

AutoCAD SHX Text MACH MACHINE MACHINE MAS MASONRY MASONRY MATL MATERIAL MATERIAL MAX MAXIMUM MAXIMUM MB MODIFIED BITUMEN MODIFIED BITUMEN MBH THOUSAND BTU PER HOUR THOUSAND BTU PER HOUR MC MAIN CROSS-CONNECT MAIN CROSS-CONNECT (TELECOMMUNICATIONS) MD MANUAL DAMPER MANUAL DAMPER MECH MECHANICAL MECHANICAL MET METAL METAL MFGR MANUFACTURER MANUFACTURER MH MANHOLE, MOUNTING HEIGHT MANHOLE, MOUNTING HEIGHT MIL MEASUREMENT IN LENGTH (1/1000") MEASUREMENT IN LENGTH (1/1000") MIN MINIMUM, MINUTE MINIMUM, MINUTE MISC MISCELLANEOUS MISCELLANEOUS MO MOTOR OPERATED, MASONRY OPENING MOH MOTOR OPERATED, MASONRY OPENING MOH MASONRY OPENING HEIGHT MOW. MASONRY OPENING WIDTH MASONRY OPENING WIDTH MP MEDIUM PRESSURE MEDIUM PRESSURE N NORTH NORTH NBP ACRYLONITRILE BUTADIENE POLYMER ACRYLONITRILE BUTADIENE POLYMER NC NON CORROSIVE NON CORROSIVE NDC NOSE DOWN CURB NOSE DOWN CURB NDE NON-DESTRUCTIVE EVALUATION NON-DESTRUCTIVE EVALUATION NEUT NEUTRAL NEUTRAL NIC NOT IN CONTRACT NOT IN CONTRACT NO. NUMBER NUMBER NOM NOMINAL NOMINAL NRCA NATIONAL ROOFING CONTRACTORS NATIONAL ROOFING CONTRACTORS ASSOCIATION NRCA THE NRCA ROOFING AND WATERPROOFING THE NRCA ROOFING AND WATERPROOFING MANUAL NTS NOT TO SCALENOT TO SCALE

AutoCAD SHX Text H,HGT HEIGHT HEIGHT HB HOSE BIBB HOSE BIBB HC HANDICAP, HORIZONTAL CROSS- HANDICAP, HORIZONTAL CROSS- CONNECT (TELECOMMUNICATIONS) HD HARD DRAWN, HEAVY DUTY HARD DRAWN, HEAVY DUTY HDW HARDWARE HARDWARE HID HIGH INTENSITY DISCHARGE HIGH INTENSITY DISCHARGE HM HOLLOW METAL HOLLOW METAL HORIZ HORIZONTAL HORIZONTAL HP HORSEPOWER, HIGH POINT HORSEPOWER, HIGH POINT HR HOUR HOUR HS HIGH STRENGTH HIGH STRENGTH HTR HEATER HEATER HV HIGH VOLTAGE HIGH VOLTAGE HVY HEAVY HEAVY HW HOT WATER, HEADWALL HOT WATER, HEADWALL HWL HIGH WATER LEVEL HIGH WATER LEVEL HZ HERTZHERTZ

AutoCAD SHX Text JB JUNCTION BOX JUNCTION BOX JC JANITOR CLOSET JANITOR CLOSET JCT JUNCTION JUNCTION JST JOIST JOIST JT JOINT JOINT KCP KEENE'S CEMENT PLASTER KEENE'S CEMENT PLASTER KEE KETONE ETHYLENE ESTER KETONE ETHYLENE ESTER KIT KITCHEN KITCHEN KO KNOCK OUT KNOCK OUT KV KILOVOLT KILOVOLT KVA KILOVOLT-AMPERE KILOVOLT-AMPERE KW KILOWATT KILOWATT

AutoCAD SHX Text OD OUTSIDE DIAMETER OUTSIDE DIAMETER OA OUTSIDE AIR OUTSIDE AIR OC ON CENTER ON CENTER OFCI OWNER FURNISHED CONTRACTOR OWNER FURNISHED CONTRACTOR INSTALLED OPNG OPENING OPENING OPP OPPOSITE OPPOSITE OPT OPTION OPTION OSD OPEN SITE DRAIN OPEN SITE DRAIN OH,OVHD OVERHEAD OVERHEAD P PIPE, PAINT, PAINTED PIPE, PAINT, PAINTED PAF POWER ACTUATED FASTENER POWER ACTUATED FASTENER PTN PARTITION PARTITION PB PULL BOX, PUSH BUTTON PULL BOX, PUSH BUTTON PEMB PRE-ENGINEER METAL BUILDING PRE-ENGINEER METAL BUILDING PH PHASE PHASE PI POINT OF INTERSECTION POINT OF INTERSECTION PIV POST INDICATOR VALVE POST INDICATOR VALVE PJF PREFORMED JOINT FILLER PREFORMED JOINT FILLER PL PLATE, PLASTIC LAMINATE PLATE, PLASTIC LAMINATE PLAS PLASTER PLASTER PLUMB PLUMBING PLUMBING PLYWD PLYWOOD PLYWOOD PNL PANEL PANEL POLYISO POLYISOCYANURATE POLYISOCYANURATE PREFAB PREFABRICATED PREFABRICATED PRE-FIN PREFINISHED PREFINISHED PRELIM PRELIMINARY PRELIMINARY PRESS. PRESSURE PRESSURE PRIM PRIMARY PRIMARY PROWAG PUBLIC RIGHT-OF-WAY ACCESSIBILITY GUIDELINES PUBLIC RIGHT-OF-WAY ACCESSIBILITY GUIDELINES PRV PRESSURE RELIEF VALVE, POWER ROOF PRESSURE RELIEF VALVE, POWER ROOF VENTILATORS PS PULL SWITCH PULL SWITCH PSF POUNDS PER SQUARE FOOT POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH PT POINT, POINT OF TANGENT, POINT, POINT OF TANGENT, PRESSURE TREATED PUF POLYURETHANE FOAM POLYURETHANE FOAM PVC POINT OF VERTICAL CURVE, POLY POINT OF VERTICAL CURVE, POLY VINYL CHLORIDE PVI POINT OF VERTICAL INTERSECTION POINT OF VERTICAL INTERSECTION PVT POINT OF VERTICAL TANGENT POINT OF VERTICAL TANGENT QT QUARRY TILEQUARRY TILE

AutoCAD SHX Text R RIGHT, RADIUS, RISER RIGHT, RADIUS, RISER R/W RIGHT OF WAY RIGHT OF WAY RA RETURN AIR RETURN AIR RAD RADIUS RADIUS RBR RUBBER RUBBER RCI, INS ROOF CONSULTANT INSTITUTE ROOF CONSULTANT INSTITUTE RCP REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE RD ROOF DRAIN, ROAD ROOF DRAIN, ROAD RECP RECEPTACLE RECEPTACLE RED. REDUCING REDUCING REFL REFLECTIVE REFLECTIVE REFR REFRIGERATOR REFRIGERATOR REG REGULATOR, REGISTER REGULATOR, REGISTER REINF REINFORCEMENT REINFORCEMENT REQD REQUIRED REQUIRED REV REVISION REVISION RF ROOF, ROOF FAN ROOF, ROOF FAN RG RETURN GRILLE RETURN GRILLE RH ROOF HATCH ROOF HATCH RIEI ROOFING INDUSTRY EDUCATIONAL ROOFING INDUSTRY EDUCATIONAL INSTITUTE RGH ROUGH ROUGH RL RAIN LEADER, REFRIGERANT LIQUID, RAIN LEADER, REFRIGERANT LIQUID, ROOF LADDER RM ROOM ROOM RNG RANGE RANGE RO ROUGH OPENING ROUGH OPENING RPM REVOLUTIONS PER MINUTE REVOLUTIONS PER MINUTE RS REFRIGERANT SUCTION, ROOF REFRIGERANT SUCTION, ROOF SCUPPER RTU ROOF TOP UNITROOF TOP UNIT

AutoCAD SHX Text S SOUTH SAN SOUTH SAN SAN SANITARY SEWER SANITARY SEWER SATC SUSPENDED ACOUSTICAL TILE CEILING SUSPENDED ACOUSTICAL TILE CEILING SC SPECIAL COATING SPECIAL COATING SCH SCHEDULE SCHEDULE SD SPLITTER DAMPER, STORM DRAIN SPLITTER DAMPER, STORM DRAIN SECT SECTION SECTION SFCB SPLIT FACE CONCRETE BLOCK SPLIT FACE CONCRETE BLOCK SGFT STRUCTURAL GLAZED FACE TILE STRUCTURAL GLAZED FACE TILE SERV SERVICE SERVICE SF SQUARE FEET, SQUARE FOOTAGE SQUARE FEET, SQUARE FOOTAGE SGE SEMI-GLOSS ENAMEL SEMI-GLOSS ENAMEL SH SHEET SHEET SIM SIMILAR SIMILAR SKCP SUSPENDED KEENE'S CEMENT PLASTER SUSPENDED KEENE'S CEMENT PLASTER SL SLOPE SLOPE SMH SANITARY MANHOLE SANITARY MANHOLE SP STATIC PRESSURE, SINGLE POLE STATIC PRESSURE, SINGLE POLE SPC SUSPENDED PLASTER CEILING SUSPENDED PLASTER CEILING SPDT SINGLE POLE, DOUBLE THROW SINGLE POLE, DOUBLE THROW SPEC SPECIFICATION SPECIFICATION SPST SINGLE POLE, SINGLE THROW SINGLE POLE, SINGLE THROW SPM SINGLE-PLY MEMBRANE SINGLE-PLY MEMBRANE SPRI SINGLE-PLY ROOFING INSTITUTE SINGLE-PLY ROOFING INSTITUTE SQ SQUARE SQUARE SS SANITARY SEWER SANITARY SEWER SST STAINLESS STEEL STAINLESS STEEL ST STREAM, SINGLE THROW, STREET, STREAM, SINGLE THROW, STREET, STEAM STA STATION STATION STD STANDARD STANDARD STL STEEL STEEL STOR STORAGE STORAGE STR STRUCTURE STRUCTURE SUP SUPPORT SUPPORT SUSP SUSPENDED SUSPENDED SW SWITCH SWITCH SWBD SWITCHBOARD SWITCHBOARD SWGR SWITCHGEAR SWITCHGEAR SYS SYSTEM SYSTEM SWVMHI SOUTHWESTERN VIRGINIA MENTAL HEALTH INSTITUTESOUTHWESTERN VIRGINIA MENTAL HEALTH INSTITUTE

AutoCAD SHX Text T TILE, TOP, TANGENT, THICKNESS TILE, TOP, TANGENT, THICKNESS TB TEST BORING TEST BORING T&B TOP AND BOTTOM TOP AND BOTTOM TC TOP OF CURB TOP OF CURB TEL TELEPHONE TELEPHONE TEMP TEMPERATURE, TEMPORARY TEMPERATURE, TEMPORARY TERM. TERMINAL TERMINAL TERR TERRAZZO TERRAZZO TH TOTAL HEAD (PUMPS) TOTAL HEAD (PUMPS) THRSLD THRESHOLD THRESHOLD TO. TELECOMMUNICATIONS OUTLET TELECOMMUNICATIONS OUTLET TOM. TOP OF MASONRY TOP OF MASONRY TP TEST PIT TEST PIT T&P TEMPERATURE & PRESSURE TEMPERATURE & PRESSURE TPO THERMALPLASTIC POLYOLEFIN THERMALPLASTIC POLYOLEFIN TR TOP REGISTER TOP REGISTER TRD THREAD, THREADED THREAD, THREADED TS TOP OF STEEL, TOP OF SLAB, TUBULAR TOP OF STEEL, TOP OF SLAB, TUBULAR STEEL TV TELEVISION TELEVISION TW TOP OF WALL TOP OF WALL TYP TYPICAL TYPICAL TX THERMAL EXPANSIONTHERMAL EXPANSION

AutoCAD SHX Text UG UNDERGROUND UNDERGROUND UH UNIT HEATER UNIT HEATER UL UNDERWRITERS LABORATORIES UNDERWRITERS LABORATORIES UON UNLESS OTHERWISE NOTED UNLESS OTHERWISE NOTED U/S UNDERSIDE UNDERSIDE UPS UNINTERRUPTIBLE POWER UNINTERRUPTIBLE POWER SUPPLY UR URINAL URINAL UTS UNSHIELDED TWISTED PAIRUNSHIELDED TWISTED PAIR

AutoCAD SHX Text V VENT, VOLT, VALVE, VINYL VENT, VOLT, VALVE, VINYL V ASB VINYL ASBESTOS VINYL ASBESTOS VAC VACUUM VACUUM VB VINYL BASE VINYL BASE VC VITRIFIED CLAY VITRIFIED CLAY VCC VIRGINIA CONSTRUCTION CODE VIRGINIA CONSTRUCTION CODE VCP VITRIFIED CLAY PIPE VITRIFIED CLAY PIPE VCT VINYL COMPOSITION TILE VINYL COMPOSITION TILE VEBC VIRGINIA EXISTING BUILDING CODE VIRGINIA EXISTING BUILDING CODE VENT. VENTILATING VENTILATING VERT VERTICAL VERTICAL VEST. VESTIBULE VESTIBULE VOL VOLUME VOLUME VPPA VIRGINIA PUBLIC PROCUREMENT ACT VIRGINIA PUBLIC PROCUREMENT ACT VS VENT STACK VENT STACK VTR VENT THRU ROOF VENT THRU ROOF VUSBC VIRGINIA UNIFORM STATEWIDE BUILDING CODE VIRGINIA UNIFORM STATEWIDE BUILDING CODE VWC VINYL WALL COVERINGVINYL WALL COVERING

AutoCAD SHX Text CONC CONCRETE CONCRETE CONC-S CONCRETE, STEEL TROWELED & SEALED CONCRETE, STEEL TROWELED & SEALED COND CONDUCTOR CONDUCTOR CONN CONNECTION CONNECTION CONST CONSTRUCTION CONSTRUCTION CONT CONTINUOUS CONTINUOUS CONTR CONTRACTION CONTRACTION CONV CONVERTER CONVERTER COORD COORDINATE COORDINATE COP. COEFFICIENT OF PERFORMANCE COEFFICIENT OF PERFORMANCE CP NONREINFORCED CONCRETE PIPE NONREINFORCED CONCRETE PIPE CPT CARPET CARPET CPSM CONSTRUCTION AND PROFESSIONAL SERVICES MANUAL CONSTRUCTION AND PROFESSIONAL SERVICES MANUAL CR CEILING REGISTER CEILING REGISTER CRS CORROSION RESISTANT/COURSES CORROSION RESISTANT/COURSES CSI CONSTRUCTION SPECIFICATIONS INSTITUTE CONSTRUCTION SPECIFICATIONS INSTITUTE CSPE CHLOROSULFONATED POLYETHYLENE CHLOROSULFONATED POLYETHYLENE CSK COUNTER SUNK COUNTER SUNK CT CERAMIC TILE, CURRENT TRANSFORMER CERAMIC TILE, CURRENT TRANSFORMER CTR CENTER CENTER CU CONDENSING UNIT, COPPER CONDENSING UNIT, COPPER CW COLD WATER COLD WATER CWB CAPILLARY WATER BARRIERCAPILLARY WATER BARRIER

AutoCAD SHX Text CMU CONCRETE MASONRY UNITS CONCRETE MASONRY UNITS CND,C CONDUIT CONDUIT CNDS CONDENSATE CONDENSATE CNTR COUNTER COUNTER CORR CORRIDOR CORRIDOR CO CLEANOUT/COMPANY CLEANOUT/COMPANY CODP CLEANOUT W/ DECK PLUG CLEANOUT W/ DECK PLUG COL COLUMN COLUMN COMP COMPRESSIBLE/COMPRESSION COMPRESSIBLE/COMPRESSION CND,C CONDUIT CONDUIT CNDS CONDENSATE CONDENSATE

AutoCAD SHX Text IBC INTERNATIONAL BUILDING CODE INTERNATIONAL BUILDING CODE ID INSIDE DIAMETER INSIDE DIAMETER IECC INTERNATIONAL ENERGY INTERNATIONAL ENERGY CONSERVATION CODE IN. INCH INCH INSUL INSULATION, INSULATED INSULATION, INSULATED INT INTERIOR INTERIOR INV INVERT INVERT ILO IN LIEU OFIN LIEU OF

AutoCAD SHX Text %%P

AutoCAD SHX Text

APPROXIMATE, FIELD VERIFY

AutoCAD SHX Text

FACP

AutoCAD SHX Text

FIRE ALARM CONTROL PANEL

AutoCAD SHX Text

SH # WHERE DETAIL IS FOUND

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

DETAIL LETTER, SECTION NUMBER

AutoCAD SHX Text

NEW WORK KEY NOTE NUMBER

AutoCAD SHX Text

AutoCAD SHX Text

DEMOLITION KEY NOTE NUMBER

AutoCAD SHX Text

AutoCAD SHX Text

REFERENCE NORTH

AutoCAD SHX Text

ROOF TYPE KEY NOTE LETTER

AutoCAD SHX Text O:\SWVMHI Harmon and Laundry Building Roof Replacements 2022066\Sheets\Architectural\T102 VICINITY MAP, LOCATION MAP AND ABBREVIATIONS.dwg

AutoCAD SHX Text December 12, 2023

W WIDTH, WASTE, WATER, WATT, WEST WIDTH, WASTE, WATER, WATT, WEST WA WAINSCOT WAINSCOT W/ WITH WITH W/O WITHOUT WITHOUT WB WET BULB WET BULB WC WATER CLOSET WATER CLOSET WG WATER GAGE WATER GAGE WD WOOD, WIDE WOOD, WIDE WH WATER HEATER WATER HEATER WL WATER LEVEL WATER LEVEL WP WATERPROOF, WEATHERPROOF WATERPROOF, WEATHERPROOF WS WASTE STACK, WATER SURFACES, WATER STOP WASTE STACK, WATER SURFACES, WATER STOP WSHR WASHER WASHER WT WEIGHT, WALL TILE WEIGHT, WALL TILE WWF WELDED WIRE FABRIC WELDED WIRE FABRIC YD YARD YARD X-STR EXTRA STRENGTH EXTRA STRENGTH XFMR TRANSFORMERTRANSFORMER

DEMOLITION - HARMON BUILDING ROOF PLAN

1/8" = 1'-0"

A10

REMOVE EXISTING TPO MEMBRANE, ADHESIVES AND

ATTACHMENTS AND LAP SEALANTS IN ITS ENTIRETY

REMOVE EXISTING RIGID ROOF INSULATION IN ITS ENTIRETY

REMOVE EXISTING GUTTER IN ITS ENTIRETY

REMOVE EXISTING FASCIA AND BREAK METAL AND PREPARE

FOR NEW WORK.

REMOVE EXISTING REGLET, ETC IN ITS ENTIRETY

EXISTING LIMESTONE COPING SHALL REMAIN

REMOVE EXISTING MEMBRANE WALL FLASHING IN ITS ENTIRETY

REMOVE EXISTING TPO MEMBRANE AND TAPERED INSULATION

CRICKET IN ITS ENTIRETY, PREPARE FOR NEW WORK

REMOVE EXISTING TPO MEMBRANE ROOFING AND RIGID ROOF

INSULATION IN ITS ENTIRETY PREPARE FOR NEW WORK

EXISTING CONCRETE ROOF DECK SHALL REMAIN. (PREPARE

FOR NEW WORK)

A101

1 1/2" = 1'-0"

DEMOLITION - ROOF SECTION

THE EXISTING MEMBRANE, TAPERED INSULATION AND RIGID ROOF INSULATION PREVIOUSLY

INSTALLED IN STATE PROJECT CODE 720-17727-005, DATED 7/25/2008 SHALL BE REMOVED IN

ITS ENTIRETY AND EXISTING ROOF DECK SHALL BE PREPARED FOR NEW WORK.

JFH

C O

N

ST

R U

C

TI

O N

D O

C U

M

EN

TS

A

N D

B

ID

S

ET

R

EV

IS

IO

N S

N O

D

ES

C

R

IP

TI

O

N D

A

TE

c by ZMM, INC.

DEC. 12, 2023

2022066

DEMOLITION -

HARMON

BUILDING

ROOF PLAN

A101

AHW

CHECKED

DATE

COMM. NO.

DRAWN

1116 South Main Street Blacksburg, Virginia 24060 Phone: 540.552.2151 www.zmm.com

H A

R M

O N

A N

D L

A U

N D

R Y

B U

IL

D

IN

G

S D

BH

D

S

SW

VM

H

I

M

AR

IO

N

, V

IR

G

IN

IA

R O

O F

R

EP

LA

C

EM

EN

TS

St at e

Pr oj ec t C od e:

-B

-0

AutoCAD SHX Text REMOVE EXISTING TPO MEMBRANE, INSULATION, ETC N ITS ENTIRETY AND PREPARE EXISTING CONCRETE ROOF DECK FOR NEW WORK (2,900 SF±)REMOVE EXISTING SLATE SHINGLES, FLASHING AND ROOFING FELT IN ITS ENTIRETY. REMOVE EXISTING WOOD ROOF DECK TO ACCESS ROOF JACKS, VALLEY JACKS AND WOOD RAFTERS FOR REPAIR AND/OR REPLACEMENT DUE TO MOISTURE DAMAGE AND ROT. (7,000 SF±)SEE SHEET A303 FOR ADDITIONAL INFORMATION. REMOVE EXISTING LOW SLOPED TPO MEMBRANE IN ITS ENTIRETY AND PREPARE EXISTING SUBSTRATE FOR NEW WORK (2,000 SF ±)

AutoCAD SHX Text

DEMOLITION OF EXISTING ROOF TYPES:

AutoCAD SHX Text 5 - STORY HARMON HOSPITAL BUILDING WITH APPROX. 4,900 SF OF TPO MEMBRANE APPROX. 4,900 ± SF OF TPO MEMBRANEROOF AND APPROX. 7,000 ± SF OF SLATE SHINGLE ROOF (CONTRACTOR SHALL FIELD VERIFYEXISTING ROOF SLOPE (SQUARE FOOT FACTORING IS APPROXIMATE NOT FACTORING THE EXISTING ROOF SLOPES)

AutoCAD SHX Text

SWVMHI - HARMON BUILDING 340 BAGLEY CIRCLE MARION, VIRGINIA 24354

AutoCAD SHX Text

SLOPE 8:12

AutoCAD SHX Text

SLOPE 8:12

AutoCAD SHX Text

ELEVATOR PENTHOUSE

AutoCAD SHX Text

SLOPE 8:12

AutoCAD SHX Text

SLOPE 8:12

AutoCAD SHX Text

SLOPE 8:12

AutoCAD SHX Text

SLOPE 8:12

AutoCAD SHX Text

SLOPE 8:12

AutoCAD SHX Text

SLOPE 8:12

AutoCAD SHX Text

SLOPE 8:12

AutoCAD SHX Text

SLOPE 8:12

AutoCAD SHX Text

SLOPE 8:12

AutoCAD SHX Text

SLOPE 8:12

AutoCAD SHX Text

PLAN REF NORTH

AutoCAD SHX Text GENERAL NOTES: 1. THESE DRAWINGS HAVE BEEN DEVELOPED FROM ON SITE THESE DRAWINGS HAVE BEEN DEVELOPED FROM ON SITE FIELD INVESTIGATION. THESE DRAWINGS MAY NOT REFLECT EXISTING FIELD CONDITIONS. THE CONTRACTOR SHALL VERIFY THESE DRAWINGS WITH THE EXISTING FIELD CONDITIONS AND SHALL NOTIFY THE ARCHITECT IN WRITING OF ANY INCONSISTENCIES BETWEEN THESE DRAWINGS AND ACTUAL CONDITIONS. 2. REMOVE EXISTING TPO MEMBRANE, EXISTING RIGID REMOVE EXISTING TPO MEMBRANE, EXISTING RIGID INSULATION, SLATE SHINGLES, ETC. IN ITS ENTIRETY. PREPARE EXISTING ROOF DECK TO RECEIVE NEW WORK AS PER DRAWINGS AND/OR SPECIFICATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND REPAIRING ALL AREAS LEFT EXPOSED DUE TO DEMOLITION WHETHER INDICATED OR NOT IN A MANNER WHICH WILL ELIMINATE EVIDENCE OF PATCHING AND REPAIRING. 3. THE BUILDING ENVELOPE SHALL BE MAINTAINED IN A WATER THE BUILDING ENVELOPE SHALL BE MAINTAINED IN A WATER TIGHT CONDITION AT ALL TIMES. REMOVE ONLY AMOUNT THAT CAN BE REPLACED IN SAME DAY. 4. PREPARE EXISTING WOOD ROOF STRUCTURE AND WOOD ROOF PREPARE EXISTING WOOD ROOF STRUCTURE AND WOOD ROOF DECK TO RECEIVE NEW WOOD DECKING, VALLEY JACKS, VALLEY RAFTERS, AND COMMON WOOD RAFTERS PRIOR TO INSTALLING NEW SLATE SHINGLES AND PREPARE THE EXISTING CONCRETE ROOF DECK TO RECEIVE NEW FULLY ADHERED MEMBRANE, COVER BOARD, RIGID ROOF INSULATION AND VAPOR BARRIER IN ACCORDANCE WITH ROOFING MANUFACTURER'S RECOMMENDATIONS. IF REQUIRED, REMOVE AND REINSTALL MECHANICAL, ELECTRICAL EQUIPMENT AND ASSOCIATED ITEMS FOR THE INSTALLATION OF THE NEW ROOFING SYSTEM, FLASHING, CURBING, AND OTHER PENETRATING ELEMENTS. 5. ROOF PENETRATIONS ARE APPROXIMATE IN SIZE AND ROOF PENETRATIONS ARE APPROXIMATE IN SIZE AND LOCATION TO BE USED AS REFERENCE ONLY. (FIELD VERIFY EXISTING ROOF PENETRATIONS). 6. ALL EXISTING VEGETATION WITHIN CONTACT OF EXISTING ALL EXISTING VEGETATION WITHIN CONTACT OF EXISTING BUILDING SHALL BE TRIMMED AWAY FROM ROOF AND ALL DEBRIS TO BE COMPLETELY REMOVED IN ITS ENTIRETY. 7. CONTRACTOR SHALL PREPARE EXISTING TOP OF PARAPET CONTRACTOR SHALL PREPARE EXISTING TOP OF PARAPET LIMESTONE COPING FOR NEW WORK. PREPARE TO INSTALL NEW METAL EDGING, MEMBRANE, ETC IN ACCORDANCE WITH NEW MEMBRANE ROOF MANUFACTURER'S RECOMMENDATION. 8. CONTRACTOR SHALL REMOVE ALL EXISTING METAL GUTTERS CONTRACTOR SHALL REMOVE ALL EXISTING METAL GUTTERS AND DOWNSPOUTS, SPLASH BLOCKS, CONDUCTOR BOXES, AND OTHER ASSOCIATED COMPONENTS AND PREPARE FOR NEW WORK. CONTRACTOR SHALL PROVIDE AND INSTALL NEW PRE-FINISH METAL GUTTERS, CONDUCTOR BOXES, DOWNSPOUTS, SPLASH BLOCKS AND ASSOCIATED ELEMENTS IN ACCORDANCE WITH ROOFING MANUFACTURER RECOMMENDATION. 9, ALL NEW METAL ROOF FLASHING, STEP FLASHING, MEMBRANE FLASHING, ETC TO BE CAULKED, AND SEALED IN ACCORDANCE WITH ROOFING MANUFACTURERS RECOMMENDATION. 10. CONTRACTOR SHALL PATCH, REPAIR AND PAINT ANY AND ALL AREAS DISTURBED, DAMAGED, ETC DURING CONSTRUCTION. 11. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL WORK AND ITEMS REQUIRED FOR THE COMPLETION OF THAT WORK. ALL WORK LISTED, SHOWN, OR IMPLIED ON THE CONSTRUCTION DOCUMENTS SHALL BE PROVIDED BY THE CONTRACTOR; AS IT IS REASONABLE TO INFER THE WORK AS NECESSARY TO PROVIDE THE INTENDED RESULT. THE USE OF THE "PROVIDED" IN CONNECTION WITH ANY ITEM SHOWN SHALL MEAN "FURNISHED, INSTALLED, AND CONNECTED," UNLESS NOTED OTHERWISE. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION DOCUMENTS AND SHOP DRAWINGS. CONTRACTOR SHALL NOTIFY ARCHITECT IN WRITING IMMEDIATELY OF ANY DISCREPANCIES IN PLANS, SHOP DRAWINGS AND/OR SPECIFICATIONS. SHOULD A DISCREPANCY BE FOUND, DO NOT PROCEED UNTIL CLARIFICATIONS HAVE BEEN MADE BY THE ARCHITECT/ENGINEER. 13. WHERE NEW WORK IS SHOWN IN THE LOCATION OF EXISTING WHERE NEW WORK IS SHOWN IN THE LOCATION OF EXISTING BUILDING ELEMENTS, REMOVE EXISTING ELEMENTS TO THE EXTENT INDICATED, OR AS REQUIRED FOR INSTALLATION OF NEW WORK. PREP SURFACES TO REMAIN TO RECIEVE NEW WORK.

AutoCAD SHX Text DEMOLITION NOTES: 1. REMOVE EXISTING SLATE SHINGLES, METAL FLASHING ANDREMOVE EXISTING SLATE SHINGLES, METAL FLASHING ANDASSOCIATED COMPONENTS IN ITS ENTIRETY AND PREPAREEXISTING WOOD ROOF STRUCTURE AND ROOF DECK FOR NEWROOF DECK FOR NEWWORK. (COORDINATE WITH SHEET A303). 2. REMOVE EXISTING TPO MEMBRANE, TAPERED INSULATION BOARDREMOVE EXISTING TPO MEMBRANE, TAPERED INSULATION BOARDINSULATION BOARDAND ASSOCIATED COMPONENTS IN ITS ENTIRETY TO DECK THEITS ENTIRETY TO DECK THEEXISTING ROOF DECK SHALL REMAIN. CONTRACTOR SHALL FIELDREMAIN. CONTRACTOR SHALL FIELDFIELDVERIFY EXISTING ROOF DECK AND PLAN TO PREPARE EXISTING DECK AND PLAN TO PREPARE EXISTING PLAN TO PREPARE EXISTINGROOF DECK FOR NEW WORK. (THE ARROWS ON ROOF PLAN DECK FOR NEW WORK. (THE ARROWS ON ROOF PLANILLUSTRATE DIRECTION OF DOWNWARD SLOPE) OF DOWNWARD SLOPE) 3. REMOVE EXISTING ROOF EDGING AND TPO MEMBRANEREMOVE EXISTING ROOF EDGING AND TPO MEMBRANEMATERIAL IN ITS ENTIRETY AND PREPARE EXISTING LIMESTONEENTIRETY AND PREPARE EXISTING LIMESTONELIMESTONECOPING FOR NEW WORK UNLESS NOTED OTHERWISE. OTHERWISE. 4. REMOVE EXISTING ROOF CRICKET IN ITS ENTIRETY ANDREMOVE EXISTING ROOF CRICKET IN ITS ENTIRETY ANDPREPARE FOR NEW WORK. 5. REMOVE EXISTING MEMBRANE WALKING PADS IN ITS ENTIRETYREMOVE EXISTING MEMBRANE WALKING PADS IN ITS ENTIRETYAND PREPARE FOR NEW WORK. 6. REMOVE EXISTING TERMINATION BAR IN ITS ENTIRETY PREPAREREMOVE EXISTING TERMINATION BAR IN ITS ENTIRETY PREPAREFOR NEW WORK. 7. REMOVE EXISTING FLASHING AND COUNTER FLASHING IN ITSREMOVE EXISTING FLASHING AND COUNTER FLASHING IN ITSENTIRETY AT ALL ROOF TO WALL TRANSITIONS. CONTRACTORSHALL PREPARE FOR NEW WORK. WORK. 8. REMOVE EXISTING MEMBRANE WALL FLASHING IN ITSREMOVE EXISTING MEMBRANE WALL FLASHING IN ITSENTIRETY AND PREPARE FOR NEW WORK. 9. REMOVE EXISTING MEMBRANE LINING IN THE EXISTINGREMOVE EXISTING MEMBRANE LINING IN THE EXISTINGCONCEALED GUTTERS, REMOVE DEBRIS AND PREPAREEXISTING CONCEALED GUTTERS FOR NEW WORK. THEEXISTING DOWNSPOUTS SHALL BE REMOVED IN ITS ENTIRETYENTIRETYAND PREPARE FOR NEW DOWNSPOUTS. THE EXISTING METALEXISTING METALGUTTERS AND DOWNSPOUTS AT DORMERS SHALL BE REMOVEDIN ITS ENTIRETY AND PREPARE FOR NEW WORK. (SEE DETAILS,SHEET A302) 10. REMOVE EXISTING METAL, ROOFING MATERIAL, CONDUCTORREMOVE EXISTING METAL, ROOFING MATERIAL, CONDUCTORCONDUCTORBOXES AND ASSOCIATED COMPONENTS FROM SCUPPERFROM SCUPPEROPENING IN ITS ENTIRETY AND PREPARE EXISTING SCUPPEROPENING FOR NEW WORK. 11. REMOVE EXISTING SPLASH BLOCKS IN ITS ENTIRETY ANDREMOVE EXISTING SPLASH BLOCKS IN ITS ENTIRETY ANDPREPARE FOR NEW WORK. 12. REMOVE EXISTING CURB FLASHING AT ALL EXISTING MECHANICALREMOVE EXISTING CURB FLASHING AT ALL EXISTING MECHANICALMECHANICALROOF TOP UNITS, ROOF ACCESS HATCH AND OTHERPENETRATING ELEMENTS. CONTRACTOR SHALL FIELD VERIFY ANDPREPARE ALL EXISTING ROOF TOP UNITS FOR NEW CURBHEIGHT INCREASE AND FLASHING WORK UNLESS NOTEDOTHERWISE IN ACCORDANCE WITH MANUFACTURERSWITH MANUFACTURERSRECOMMENDATION. 13. REMOVE EXISTING FLASHING, BOOT, AND OTHER PENETRATINGREMOVE EXISTING FLASHING, BOOT, AND OTHER PENETRATINGELEMENTS AT ALL PIPE PENETRATIONS IN ITS ENTIRETY.PENETRATIONS IN ITS ENTIRETY.ENTIRETY.CONTRACTOR SHALL FIELD VERIFY AND PREPARE EXISTINGROOF PENETRATIONS TO RECEIVE NEW FLASHING, BOOT, ANDPENETRATIONS TO RECEIVE NEW FLASHING, BOOT, ANDOTHER ASSOCIATED COMPONENTS UNLESS NOTED OTHERWISE INACCORDANCE WITH ROOF MANUFACTURER'S RECOMMENDATION. 14. REMOVE EXISTING METAL GUTTERS, DOWNSPOUTS AND EXISTINGREMOVE EXISTING METAL GUTTERS, DOWNSPOUTS AND EXISTINGFASCIA IN ITS ENTIRETY AND PREPARE FOR NEW WORK. FOR NEW WORK. 15. EXISTING CONCRETE COPING SHALL REMAIN AT EXISTING BRICKEXISTING CONCRETE COPING SHALL REMAIN AT EXISTING BRICKGABLE PARAPET. (TYPICAL UNLESS NOTED OTHERWISE) NOTED OTHERWISE) 16. REMOVE EXISTING WALL ASSEMBLY AS REQUIRED FORREMOVE EXISTING WALL ASSEMBLY AS REQUIRED FORINSTALLATION OF NEW EMERGENCY SCUPPER. SEE DETAIL 'L',SHEET A301.

AutoCAD SHX Text O:\SWVMHI Harmon and Laundry Building Roof Replacements 2022066\Sheets\Architectural\A101 DEMOLITION - HARMON BUILDING ROOF PLAN.dwg

AutoCAD SHX Text December 12, 2023

AutoCAD SHX Text

%%UGRAPHIC SCALE

AutoCAD SHX Text 10'

AutoCAD SHX Text

AutoCAD SHX Text 10'

AutoCAD SHX Text 1/8" = 1'-0"

AutoCAD SHX Text 5'

AutoCAD SHX Text 5'

AutoCAD SHX Text 1'

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 1'

1 1/2" = 1'-0"

R id ge R id ge

R id ge

Ridge Ridge

Ridge Ridge Ridge

R id ge R id ge

NEW WORK - HARMON BUILDING ROOF PLAN

1/8" = 1'-0"

A10

Ridg e

Valley Vall ey

R id ge

Valley

Valley

Vall ey

Valley Vall ey

R id ge

Ridge

Ridge

Ridge

Va lle y

Valley

A102

1 1/2" = 1'-0"

NEW WORK - ROOF SECTION

JFH

C O

N

ST

R U

C

TI

O N

D O

C U

M

EN

TS

A

N D

B

ID

S

ET

R

EV

IS

IO

N S

N O

D

ES

C

R

IP

TI

O

N D

A

TE

c by ZMM, INC.

DEC. 12, 2023

2022066

NEW WORK -

HARMON

BUILDING

ROOF PLAN

A102

AHW

CHECKED

DATE

COMM. NO.

DRAWN

1116 South Main Street Blacksburg, Virginia 24060 Phone: 540.552.2151 www.zmm.com

H A

R M

O N

A N

D L

A U

N D

R Y

B U

IL

D

IN

G

S D

BH

D

S

SW

VM

H

I

M

AR

IO

N

, V

IR

G

IN

IA

R O

O F

R

EP

LA

C

EM

EN

TS

St at e

Pr oj ec t C od e:

-B

-0

Pr oj ec t I de nt ifi ca tio n C od e:

D

EB

-B

-0

AutoCAD SHX Text NEW FULLY ADHERED TPO MEMBRANE OVER COVERBOARD ON RIGID ROOF INSULATION ON VAPOR BARRIER OVER EXISTING CONCRETE DECK (2,900 SF±)NEW SLATE SHINGLE ROOF OVER SELF ADHERED MEMBRANE UNDERLAYMENT ON WOOD ROOF DECK ATTACHED TO VALLEY JACKS, VALLEY RAFTERS AND ROOF RAFTERS. (7,000 SF±) COORDINATE WITH DWG A303.NEW TPO MEMBRANE OVER EXISTING SUBSTRATE ON EXISTING ROOF DECK (FIELD VERIFY) (2,000 SF±)

AutoCAD SHX Text

NEW ROOF TYPES:

AutoCAD SHX Text

SWVMHI - HARMON BUILDING 340 BAGLEY CIRCLE MARION, VIRGINIA 24354

AutoCAD SHX Text

SLOPE 8:12

AutoCAD SHX Text

SLOPE 8:12

AutoCAD SHX Text

ELEVATOR PENTHOUSE

AutoCAD SHX Text

SLOPE 8:12

AutoCAD SHX Text

SLOPE 8:12

AutoCAD SHX Text

SLOPE 8:12

AutoCAD SHX Text

SLOPE 8:12

AutoCAD SHX Text

SLOPE 8:12

AutoCAD SHX Text

SLOPE 8:12

AutoCAD SHX Text

SLOPE 8:12

AutoCAD SHX Text

SLOPE 8:12

AutoCAD SHX Text

SLOPE 8:12

AutoCAD SHX Text

SLOPE 8:12

AutoCAD SHX Text 5 - STORY HARMON HOSPITAL BUILDING WITH APPROX. 4,900 SF OF TPO MEMBRANE APPROX. 4,900 ± SF OF TPO MEMBRANEROOF AND APPROX. 7,000 ± SF OF SLATE SHINGLE ROOF (CONTRACTOR SHALL FIELDVERIFY EXISTING ROOF SLOPE (SQUARE FOOT FACTORING IS APPROXIMATE NOT FACTORING THE EXISTING ROOF SLOPES)

AutoCAD SHX Text

PLAN REF NORTH

AutoCAD SHX Text NEW WORK NOTES: 1. PROVIDE AND INSTALL NEW SLATE SHINGLES OVER NEWPROVIDE AND INSTALL NEW SLATE SHINGLES OVER NEWNEWSELF ADHERED UNDERLAYMENT ON EXISTING ROOFDECK AND/OR NEW PLYWOOD ROOF DECK. PROVIDEAND INSTALL NEW 2x WOOD VALLEY JACKS, VALLEYRAFTERS, AND WOOD RAFTERS (TYPICAL).CONTRACTOR SHALL CLEAN, PATCH AND REPAIR ROOFDECK PRIOR TO INSTALLING NEW ROOFINGROOFINGUNDERLAYMENT AND SLATE ROOF SHINGLES.(COORDINATE WITH DWG A303) 2. PROVIDE AND INSTALL NEW FULLY ADHEREDPROVIDE AND INSTALL NEW FULLY ADHEREDSINGLE-PLY MEMBRANE ON " COVER BOARD OVER12" COVER BOARD OVERRIGID ROOF INSULATION ON ADHERED VAPOR BARRIERBARRIEROVER EXISTING ROOF DECK. CLEAN, CLEAN, PREP ANDSEAL EXISTING ROOF DECK PRIOR TO INSTALLING NEWROOFING MATERIAL IN ACCORDANCE WITH ROOFINGMANUFACTURERS RECOMMENDATION. PROVIDEMANUFACTURES PRIMER SYSTEM OVER CONCRETE DECKPRIOR TO APPLICATION OF ADHESIVE SYSTEM (THEARROWS ON ROOF NEW WORK ROOF PLAN ILLUSTRATEDIRECTION OF DOWNWARD SLOPE AT " PER 12") 14" PER 12") 3. PROVIDE AND INSTALL NEW METAL ROOF EDGING ONPROVIDE AND INSTALL NEW METAL ROOF EDGING ONTOP OF EXISTING LIMESTONE COPING AT TOP EXISTINGEXISTINGPARAPETS IN ACCORDANCE WITH ROOFINGMANUFACTURERS RECOMMENDATION UNLESS NOTEDRECOMMENDATION UNLESS NOTEDOTHERWISE. (SEE TYPICAL MEMBRANE ROOF DETAILS,DWG A301) 4. PROVIDE AND INSTALL NEW CRICKET WITH TAPEREDPROVIDE AND INSTALL NEW CRICKET WITH TAPEREDROOF INSULATION OVER BASE INSULATION TO PROVIDEPROVIDEPOSITIVE SLOPE TO NEW ROOF SCUPPERS. (ROOFCRICKET VALLEYS SHALL SLOPE MIN. " PER 12") 18" PER 12") 5. PROVIDE AND INSTALL NEW MEMBRANE WALKINGPROVIDE AND INSTALL NEW MEMBRANE WALKINGPADS IN ACCORDANCE WITH ROOFING MANUFACTURERSIN ACCORDANCE WITH ROOFING MANUFACTURERSRECOMMENDATION. (SEE DETAIL 'H', DWG A301) 6. PROVIDE AND INSTALL NEW TERMINATION BAR INPROVIDE AND INSTALL NEW TERMINATION BAR INACCORDANCE WITH ROOFING MANUFACTURERSRECOMMENDATION. (SEE DETAIL 'C', DWG A301) 7. PROVIDE AND INSTALL NEW FLASHING AND COUNTERPROVIDE AND INSTALL NEW FLASHING AND COUNTERFLASHING AT ROOF TO WALL TRANSITIONS. INSTALL INACCORDANCE WITH ROOFING MANUFACTURERSRECOMMENDATION. (SEE DETAIL 'B', DWG A301) 8. PROVIDE AND INSTALL NEW ROOFING MEMBRANEPROVIDE AND INSTALL NEW ROOFING MEMBRANEWALL FLASHING. EXTEND UP AND OVER EXISTINGPARAPET WALL AND TRIM OUT AT TOP OF WALL WITHNEW METAL COPING. INSTALLATION SHALL BE INACCORDANCE WITH ROOFING MANUFACTURERSRECOMMENDATION. (SEE DETAIL 'D', DWG A301) 9. PROVIDE AND INSTALL NEW MEMBRANE LINING IN THEPROVIDE AND INSTALL NEW MEMBRANE LINING IN THEEXISTING CONCEAL GUTTERS (TYPICAL). REPLACE THEREPLACE THEEXISTING GALVANIZED DOWNSPOUTS IN ITS ENTIRETYITS ENTIRETYAT THE CONCEAL GUTTERS WITH NEW PRE-FINISHEDMETAL DOWNSPOUTS. PROVIDE AND INSTALL NEWPRE-FINISHED METAL GUTTERS AND DOWNSPOUTS ATTHE DORMERS (TYPICAL). (SEE DETAILS, DWG A302). 10. PROVIDE AND INSTALL NEW ROOF SCUPPER MATERIALPROVIDE AND INSTALL NEW ROOF SCUPPER MATERIALAND METAL CONDUCTOR BOXES AT EXISTING SCUPPERSCUPPEROPENINGS. SLOPE NEW ROOFING TO THE EXISTING6"x6" SCUPPER OPENING (SEE DETAIL 'K', DWG A301) 11. PROVIDE AND INSTALL NEW CONCRETE SPLASHPROVIDE AND INSTALL NEW CONCRETE SPLASHBLOCKS AT ALL ROOF TOP DOWNSPOUT DISCHARGELOCATIONS. INSTALL IN ACCORDANCE WITH ROOFINGMANUFACTURERS RECOMMENDATION TO PROTECT NEWMEMBRANE ROOFING FROM PUNCTURES. 12. PROVIDE AND INSTALL NEW CURB FLASHING AT ALLPROVIDE AND INSTALL NEW CURB FLASHING AT ALLEXISTING MECHANICAL ROOF TOP UNITS, ROOFVENTS, ACCESS HATCH AND OTHER PENETRATINGELEMENTS. THE GENERAL CONTRACTOR SHALL FIELDVERIFY EXISTING CURB HEIGHTS AND PREPARE TORAISE EXISTING CURB TO A MINIMUM OF 8" INHEIGHT. NEW CURB FLASHING SHALL BE INSTALLED ININACCORDANCE WITH ROOFING MANUFACTURERSRECOMMENDATION. (SEE DETAIL 'G', DWG A301) 13. PROVIDE AND INSTALL NEW FLASHING, BOOT ANDPROVIDE AND INSTALL NEW FLASHING, BOOT ANDASSOCIATED ELEMENTS AT ALL PIPE PENETRATIONS. THEAT ALL PIPE PENETRATIONS. THETHEGENERAL CONTRACTOR SHALL FIELD VERIFY ANDPREPARE EXISTING PIPE PENETRATIONS TO RECEIVE NEW WORK IN ACCORDANCE WITH ROOFINGWITH ROOFINGROOFINGMANUFACTURERS RECOMMENDATION. (SEE TYPICALRECOMMENDATION. (SEE TYPICALMEMBRANE ROOF DETAILS, DWG A301) 14. PROVIDE AND INSTALL NEW PRE-FINISH METALPROVIDE AND INSTALL NEW PRE-FINISH METALGUTTERS AND DOWNSPOUTS. REPLACE EXISTINGPLYWOOD FASCIA WITH NEW PLYWOOD FASCIA ANDWITH NEW PLYWOOD FASCIA ANDBREAK METAL TO ACCOMMODATE NEW INSULATIONACCOMMODATE NEW INSULATIONTHICKNESS AND COVER BOARD. NEW GUTTER ANDCOVER BOARD. NEW GUTTER ANDDOWNSPOUT INSTALLATION SHALL BE IN ACCORDANCEWITH ROOFING MANUFACTURERS RECOMMENDATION. 15. EXISTING LIMESTONE COPING SHALL REMAIN ATEXISTING LIMESTONE COPING SHALL REMAIN ATEXISTING BRICK GABLE PARAPET. (TYPICAL UNLESSNOTED OTHERWISE) 16. PROVIDE AND INSTALL NEW 6"x6" EMERGENCYPROVIDE AND INSTALL NEW 6"x6" EMERGENCYSCUPPER. (SEE DETAIL 'L', DWG A301)

AutoCAD SHX Text PROVIDE AND INSTALL NEW FULLY ADHERED MEMBRANE ON " 12" COVERBOARD OVER RIGID ROOF INSULATION ON VAPOR BARRIER ADHERED TO EXISTING CONC ROOF DECK(SLOPE ":12) 14":12) LAP SEALANT (TYPICAL) SPLICE ADHESIVE 2x FRTW BLOCKING RIGID ROOF INSULATION PROVIDE AND INSTALL NEW PRE-FINISH METAL GUTTER 1x WD FASCIA WRAPPED WITH BREAK METAL EXISTING CONCRETE ROOF DECK PROVIDE AND INSTALL NEW METAL COUNTER FLASHING AND TERMINATION BAR MECHANICALLY ATTACHED

AutoCAD SHX Text REINFORCED PERIMETER STRIP, MECHANICALLY ATTACHED @ 12" OC (TYPICAL) CAP SPLICE SPLICE ADHESIVE (TYP) LAP SEALANT (TYPICAL) SINGLE-PLY MEMBRANE EXISTING LIMESTONE COPING SINGLE-PLY MEMBRANE WALL FLASHING WELDED SEAM LAP SEALANT 2x FRTW BLOCKING

AutoCAD SHX Text FULLY ADHERED SINGLE-PLY MEMBRANE OVER " 12" COVER BOARD ON RIGID ROOF INSULATION ADHERED TO THERMAL BARRIER ON EXISTING ROOF DECK VAPOR BARRIER ADHERED TO EXISTING CONCRETE ROOF DECK (TYPICAL) EXISTING CONCRETE ROOF DECK PRIME AS REQUIRED BY MANUFACTURER FOR INSTALLATION OF ADHERED ROOF SYSTEM

AutoCAD SHX Text O:\SWVMHI Harmon and Laundry Building Roof Replacements 2022066\Sheets\Architectural\A102 NEW WORK - HARMON BUILDING ROOF PLAN.dwg

AutoCAD SHX Text December 12, 2023

AutoCAD SHX Text

%%UGRAPHIC SCALE

AutoCAD SHX Text 10'

AutoCAD SHX Text

AutoCAD SHX Text 10'

AutoCAD SHX Text 1/8" = 1'-0"

AutoCAD SHX Text 5'

AutoCAD SHX Text 5'

AutoCAD SHX Text 1'

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 1'

DEMOLITION - LAUNDRY BUILDING ROOF PLAN

1/8" = 1'-0"

A201

A201

1" = 1'-0"

DEMOLITION - ROOF SECTION

DEMOLITION - ROOF DETAIL

1 1/2" = 1'-0"

JFH

C O

N

ST

R U

C

TI

O N

D O

C U

M

EN

TS

A

N D

B

ID

S

ET

R

EV

IS

IO

N S

N O

D

ES

C

R

IP

TI

O

N D

A

TE

c by ZMM, INC.

DEC. 12, 2023

2022066

DEMOLITION -

LAUNDRY

BUILDING

ROOF PLAN

A201

AHW

CHECKED

DATE

COMM. NO.

DRAWN

1116 South Main Street Blacksburg, Virginia 24060 Phone: 540.552.2151 www.zmm.com

H A

R M

O N

A N

D L

A U

N D

R Y

B U

IL

D

IN

G

S D

BH

D

S

SW

VM

H

I

M

AR

IO

N

, V

IR

G

IN

IA

R O

O F

R

EP

LA

C

EM

EN

TS

St at e

Pr oj ec t C od e:

-B

-0

AutoCAD SHX Text

3 - STORY LAUNDRY BUILDING WITH APPROX. 7,000 ± SF BALLASTED ROOF

AutoCAD SHX Text

METAL ROOF VENT

AutoCAD SHX Text

LOWER ROOF

AutoCAD SHX Text

VENTILATOR

AutoCAD SHX Text

UPPER ROOF

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text

SWVMHI - LAUNDRY BUILDING 340 BAGLEY CIRCLE MARION, VIRGINIA 24354

AutoCAD SHX Text

PLAN REF NORTH

AutoCAD SHX Text DEMOLITION NOTES: 1. REMOVE EXISTING ROOF BALLAST (GRAVEL) MATERIALREMOVE EXISTING ROOF BALLAST (GRAVEL) MATERIAL(GRAVEL) MATERIALIN ITS ENTIRETY AND PREPARE FOR NEW WORK. 2. REMOVE EXISTING EPDM MEMBRANE, INSULATIONREMOVE EXISTING EPDM MEMBRANE, INSULATIONBOARD, ETC IN ITS ENTIRETY.