Building 11_FINAL CD Drawings.pdf

PROJECT SITE LOCATION

SALEM VA MEDICAL CENTER, SALEM, VA.

NTS

1 23

TLREHH

GI001

COVER SHEET: DRAWING INDEX, MAPS,

GENERAL NOTES

SALEM VETERANS AFFAIRS MEDICAL CENTER

FOR

1970 ROANOKE BOULEVARD SALEM, VA 24153PROJECT # 658-16-101

REPLACE ROOF AND TUCKPOINT

(BUILDING 11)

INDEX OF DRAWINGS

DRAWING TITLESHEET # DWG.#

GENERAL NOTES

Approved: Associate Director

Approved: Chief of Staff

Approved: Service Chief th re e inc he s = o ne fo ot on e an d on e-ha lf i nc he s = o ne fo ot on e inc h on e fo ot th re e-qu ar te rs in ch o ne fo ot on e-ha lf i nc h on e fo ot th re e-eig ht s i nc h on e fo ot on e-qu ar te r i nc h on e fo ot on e-eig ht in ch o ne fo ot

DRAWING NO.

Dwg. Of

Project No.

Date

DrawnChecked

Location

Building Number

Project Title

Approved: Medical Center Director

Approved: Chief of Facility Management Svc.

Drawing Title

DateRevisions

Approved: Infection Control Officer

Approved: Safety Manager

Approved: GEMS Coordinator

Approved: Energy Engineer

658-16-101

11/20/2020

BUILDING 11

VA MEDICAL CENTER, SALEM, VA 24153

REPLACE ROOF AND TUCKPOINT (BUILDING 11)

102 3rd Ave., NE Hickory, NC 28601

828.315.9962 www.atriaxgroup.com

2105 Water Ridge Pkwy #450 Charlotte, NC 28217

704.535.6374 www.wmba.net

Quality Consulting Engineers, PLLC

6277-600 Carolina Commons Drive, #350 Indian Land SC 29707

803.207.5450 djones@qualityconsultingengineers.com

FINAL CONSTRUCTION DOCUMENTS

11/20/2020

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AutoCAD SHX Text GGENERAL GI001 1 of 23 COVER SHEET: DRAWINGS INDEX, MAPS, GENERAL NOTES 1 of 23 COVER SHEET: DRAWINGS INDEX, MAPS, GENERAL NOTES COVER SHEET: DRAWINGS INDEX, MAPS, GENERAL NOTES GI002 2 of 23 ARCHITECTURAL ABBREVIATIONS AND SYMBOLS 002 2 of 23 ARCHITECTURAL ABBREVIATIONS AND SYMBOLS 2 of 23 ARCHITECTURAL ABBREVIATIONS AND SYMBOLS ARCHITECTURAL ABBREVIATIONS AND SYMBOLS ARCHITECTURAL AD101 3 of 23 DEMOLITION PLAN - ATTIC SLAB 3 of 23 DEMOLITION PLAN - ATTIC SLAB DEMOLITION PLAN - ATTIC SLAB AD102 4 of 23 DEMOLITION PLAN - ROOF 4 of 23 DEMOLITION PLAN - ROOF DEMOLITION PLAN - ROOF AD201 5 of 23 DEMOLITION EXTERIOR ELEVATIONS 5 of 23 DEMOLITION EXTERIOR ELEVATIONS DEMOLITION EXTERIOR ELEVATIONS AD202 6 of 23 DEMOLITION EXTERIOR ELEVATIONS 6 of 23 DEMOLITION EXTERIOR ELEVATIONS DEMOLITION EXTERIOR ELEVATIONS AD203 7 of 23 DEMOLITION EXTERIOR ELEVATIONS 7 of 23 DEMOLITION EXTERIOR ELEVATIONS DEMOLITION EXTERIOR ELEVATIONS AE100 8 of 23 EXIT PROTECTION PLAN 8 of 23 EXIT PROTECTION PLAN EXIT PROTECTION PLAN AE101 9 of 23 FLOOR PLAN - ATTIC SLAB 9 of 23 FLOOR PLAN - ATTIC SLAB FLOOR PLAN - ATTIC SLAB AE101A 10 of 23 SNOW GUARD LOCATIONS ROOF PLAN 10 of 23 SNOW GUARD LOCATIONS ROOF PLAN SNOW GUARD LOCATIONS ROOF PLAN AE102 11 of 23 FLOOR PLAN - ROOF 11 of 23 FLOOR PLAN - ROOF FLOOR PLAN - ROOF AE201 12 of 23 EXTERIOR ELEVATIONS 12 of 23 EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS AE202 13 of 23 EXTERIOR ELEVATIONS 13 of 23 EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS AE203 14 of 23 EXTERIOR ELEVATIONS 14 of 23 EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS AE301 15 of 23 ROOFING DETAILS 15 of 23 ROOFING DETAILS ROOFING DETAILS AE302 16 of 23 ROOFING DETAILS 16 of 23 ROOFING DETAILS ROOFING DETAILS AE303 17 of 23 ROOFING DETAILS 17 of 23 ROOFING DETAILS ROOFING DETAILS AE304 18 of 23 ROOFING DETAILS 18 of 23 ROOFING DETAILS ROOFING DETAILS AE305 19 of 23 ROOFING DETAILS 19 of 23 ROOFING DETAILS ROOFING DETAILS AE306 20 of 23 ROOFING DETAILS - FLAT ROOF 20 of 23 ROOFING DETAILS - FLAT ROOF ROOFING DETAILS - FLAT ROOF AE307 21 of 23 ROOFING DETAILS 21 of 23 ROOFING DETAILS ROOFING DETAILS ELECTRICAL E-401 22 of 23 ELECTRICAL - ROOF PLAN - LPS 22 of 23 ELECTRICAL - ROOF PLAN - LPS ELECTRICAL - ROOF PLAN - LPS E-801 23 of 23 ELECTRICAL - DETAILS - LPS23 of 23 ELECTRICAL - DETAILS - LPSELECTRICAL - DETAILS - LPS

AutoCAD SHX Text CONSTRUCTION 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE PROTECTION FOR THE PERSONS AND PROPERTY, EITHER ON OR ADJACENT TO THE IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE PROTECTION FOR THE PERSONS AND PROPERTY, EITHER ON OR ADJACENT TO THE PROJECT AND SHALL PROTECT SAME AGAINST INJURY, DAMAGE OR LOSS. 2. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING 8' HIGH FENCING (CHAIN LINK AND ABLE TO BE LOCKED) IN AREAS WHERE WORK IS THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING 8' HIGH FENCING (CHAIN LINK AND ABLE TO BE LOCKED) IN AREAS WHERE WORK IS BEING PERFORMED INCLUDING LAY DOWN AND SET-UP AREAS. 3. THE CONTRACTOR SHALL PROVIDE A SPOTTER / QUALIFIED SAFETY PERSON ON THE GROUND IN ALL AREAS WHERE WORK IS BEING THE CONTRACTOR SHALL PROVIDE A SPOTTER / QUALIFIED SAFETY PERSON ON THE GROUND IN ALL AREAS WHERE WORK IS BEING PERFORMED. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY REGULATIONS, PROGRAMS, AND PRECAUTIONS RELATED TO ALL WORK ON THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY REGULATIONS, PROGRAMS, AND PRECAUTIONS RELATED TO ALL WORK ON THIS PROJECT. SEE THE PROJECT SPECIFICATIONS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION AND ERECTION OF MATERIALS IN ACCORDANCE THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION AND ERECTION OF MATERIALS IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS. 6. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO ORDERING MATERIALS OR PROCEEDING WITH NEW WORK IN AREAS CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO ORDERING MATERIALS OR PROCEEDING WITH NEW WORK IN AREAS AFFECTED BY EXISTING CONDITIONS. THE C.O. (CONTRACTING OFFICER) AND C.O.R. (CONTRACTING OFFICER'S REPRESENTATIVE) SHALL BE AND C.O.R. (CONTRACTING OFFICER'S REPRESENTATIVE) SHALL BE C.O.R. (CONTRACTING OFFICER'S REPRESENTATIVE) SHALL BE NOTIFIED IN WRITING OF CONFLICTS BETWEEN EXISTING AND PROPOSED NEW CONSTRUCTION. 7. THE CONTRACTOR IS RESPONSIBLE FOR LIMITING THE AMOUNT OF CONSTRUCTION LOAD IMPOSED ON NEW AND/OR EXISTING STRUCTURES. THE CONTRACTOR IS RESPONSIBLE FOR LIMITING THE AMOUNT OF CONSTRUCTION LOAD IMPOSED ON NEW AND/OR EXISTING STRUCTURES. SUCH LOADS SHALL NOT EXCEED THE CAPACITY OF THE STRUCTURE AT ANY TIME. DRAWINGS & COORDINATION 1. DIMENSIONS SHOWN ON PLAN ARE TAKEN FROM ORIGINAL DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR VERIFYING AND COORDINATING DIMENSIONS SHOWN ON PLAN ARE TAKEN FROM ORIGINAL DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR VERIFYING AND COORDINATING CONTRACTOR IS RESPONSIBLE FOR VERIFYING AND COORDINATING ALL DIMENSIONS SHOWN ON CONTRACT DOCUMENTS. 2. ANYTHING WHICH, IN THE OPINION OF THE CONTRACTOR, APPEARS TO BE DEFICIENCIES, OMISSIONS, CONTRADICTIONS OR AMBIGUITIES IN ANYTHING WHICH, IN THE OPINION OF THE CONTRACTOR, APPEARS TO BE DEFICIENCIES, OMISSIONS, CONTRADICTIONS OR AMBIGUITIES IN THE PLANS OR SPECIFICATIONS, SHALL BE BROUGHT TO THE ATTENTION OF THE C.O.R.. CORRECTIONS OR WRITTEN INTERPRETATIONS SHALL BE ISSUED BEFORE CONSTRUCTION OF THE AFFECTED WORK MAY PROCEED. 3. DETAILS ARE MARKED AT SPECIFIC LOCATIONS WHERE THEY APPLY, BUT ALSO INDICATE GENERAL CONSTRUCTION REQUIREMENTS FOR DETAILS ARE MARKED AT SPECIFIC LOCATIONS WHERE THEY APPLY, BUT ALSO INDICATE GENERAL CONSTRUCTION REQUIREMENTS FOR OTHER LOCATIONS WITH SIMILAR CONDITIONS. 4. DETAILS NOTED AS "TYPICAL" MAY NOT BE REFERENCED ON THE DRAWINGS. TYPICAL DETAILS APPLY AT ALL LOCATIONS WHERE THE TYPE DETAILS NOTED AS "TYPICAL" MAY NOT BE REFERENCED ON THE DRAWINGS. TYPICAL DETAILS APPLY AT ALL LOCATIONS WHERE THE TYPE OF CONSTRUCTION SHOWN IN THE TYPICAL DETAILS OCCURS.

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2 23

TLREHH

GI002

ARCHITECTURAL ABBREVIATIONS

AND SYMBOLS

Approved: Associate Director

Approved: Chief of Staff

Approved: Service Chief th re e inc he s = o ne fo ot on e an d on e-ha lf i nc he s = o ne fo ot on e inc h on e fo ot th re e-qu ar te rs in ch o ne fo ot on e-ha lf i nc h on e fo ot th re e-eig ht s i nc h on e fo ot on e-qu ar te r i nc h on e fo ot on e-eig ht in ch o ne fo ot

DRAWING NO.

Dwg. Of

Project No.

Date

DrawnChecked

Location

Building Number

Project Title

Approved: Medical Center Director

Approved: Chief of Facility Management Svc.

Drawing Title

DateRevisions

Approved: Infection Control Officer

Approved: Safety Manager

Approved: GEMS Coordinator

Approved: Energy Engineer

658-16-101

11/20/2020

BUILDING 11

VA MEDICAL CENTER, SALEM, VA 24153

REPLACE ROOF AND TUCKPOINT (BUILDING 11)

102 3rd Ave., NE Hickory, NC 28601

828.315.9962 www.atriaxgroup.com

2105 Water Ridge Pkwy #450 Charlotte, NC 28217

704.535.6374 www.wmba.net

Quality Consulting Engineers, PLLC

6277-600 Carolina Commons Drive, #350 Indian Land SC 29707

803.207.5450 djones@qualityconsultingengineers.com

FINAL CONSTRUCTION DOCUMENTS

11/20/2020

NORT H CA ROL I N

A

E

DW

A RD H . HENSO

N

H

I CKORY , N . C

RE

G

IS

TERED ARCHITECT

AutoCAD SHX Text @ AT (THE RATE OF) AT (THE RATE OF) & AND AND " INCH; DITTO (WHICH MEANS "SAME AS ABOVE") INCH; DITTO (WHICH MEANS "SAME AS ABOVE") # NUMBER; POUND NUMBER; POUND DIAMETER; ROUND; PHASE AB ANCHOR BOLT ANCHOR BOLT ABV ABOVE ABOVE ACC ACCESS ACCESS ACI AMERICAN CONCRETE INSTITUTE AMERICAN CONCRETE INSTITUTE AFF ABOVE FINISHED FLOOR ABOVE FINISHED FLOOR ADDL ADDITIONAL ADDITIONAL ADH ADHESIVE ADHESIVE AGGR AGGREGATE AGGREGATE AIA AMERICAN INSTITUTE OF ARCHITECTS AMERICAN INSTITUTE OF ARCHITECTS AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION AMERICAN INSTITUTE OF STEEL CONSTRUCTION ALUM ALUMINUM ALUMINUM ALT ALTERNATE ALTERNATE ANCH ANCHOR ANCHOR ANSI AMERICAN NATIONAL STANDARDS INSTITUTE AMERICAN NATIONAL STANDARDS INSTITUTE AMT AMOUNT AMOUNT APPROX APPROXIMATE APPROXIMATE APRVD APPROVED APPROVED ARCH ARCHITECTURAL ARCHITECTURAL ASPH ASPHALT ASPHALT ASSOC ASSOCIATION ASSOCIATION ASSY ASSEMBLY ASSEMBLY ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS AMERICAN SOCIETY FOR TESTING AND MATERIALS AVG AVERAGE AVERAGE AWS AMERICAN WELDING SOCIETY AMERICAN WELDING SOCIETY BAL BALANCE; BALLAST BALANCE; BALLAST BEL BELOW BELOW BET BETWEEN BETWEEN BIT BITUMINOUS BITUMINOUS BLDG BUILDING BUILDING BLK(G) BLOCK(ING) BLOCK(ING) BM BEAM BEAM BOT BOTTOM BOTTOM BPL BEARING PLATE;BASE PLATE BEARING PLATE;BASE PLATE BRG BEARING BEARING BUR BUILT UP ROOF BUILT UP ROOF CB CHASE BOX CHASE BOX CFL COUNTERFLASHING COUNTERFLASHING CIR CIRCLE; CIRCULAR CIRCLE; CIRCULAR CJ CONSTRUCTION JOINT CONSTRUCTION JOINT CL CENTERLINE; CLEARANCE CENTERLINE; CLEARANCE CLG CEILING CEILING CLR CLEAR CLEAR CMU CONCRETE MASONRY UNIT CONCRETE MASONRY UNIT COL COLUMN COLUMN COORD COORDINATE COORDINATE CONC CONCRETE CONCRETE CONN CONNECTION CONNECTION CONST CONSTRUCTION CONSTRUCTION CONT CONTINUOUS CONTINUOUS CTD COATED COATED CTR CENTER CENTER CU. IN CUBIC INCH CUBIC INCH CU. FT CUBIC FOOT CUBIC FOOT CU. YD CUBIC YARD CUBIC YARD DBL DOUBLE DOUBLE DCJ DOWELED CONTROL JOINT DOWELED CONTROL JOINT DEG DEGREE DEGREE DEMO DEMOLITION DEMOLITION DEPT DEPARTMENT DEPARTMENT DET DETAIL DETAIL DIA DIAMETER DIAMETER DIAG DIAGONAL DIAGONAL DIM DIMENSION DIMENSION DL DEAD LOAD DEAD LOAD DN DOWN DOWN DO DITTO; DOOR OPENING DITTO; DOOR OPENING DR DRAIN; DOOR DRAIN; DOOR DS DOWN SPOUT DOWN SPOUT DUP DUPLICATE DUPLICATE DWG(S) DRAWING(S) DRAWING(S) DWL DOWEL DOWEL E EAST EAST EA EACH EACH EDS EXISTING DOWNSPOUT EXISTING DOWNSPOUT EF EACH FACE EACH FACE EIFS EXTERIOR INSULATION AND FINISH SYSTEMS EXTERIOR INSULATION AND FINISH SYSTEMS ELEC ELECTRIC ELECTRIC ELEV ELEVATION; ELEVATOR ELEVATION; ELEVATOR ENTR ENTRANCE ENTRANCE ENGR ENGINEER ENGINEER EPDM ETHYLENE PROPYLENE DIENE MONOMER ETHYLENE PROPYLENE DIENE MONOMER EQ EQUAL EQUAL EQUIP EQUIPMENT EQUIPMENT ES EACH SIDE EACH SIDE EST ESTIMATE ESTIMATE EVAP EVAPORATOR EVAPORATOR EW EACH WAY EACH WAY EXCAV EXCAVATE EXCAVATE EXIST EXISTING EXISTING EXPN EXPANSION EXPANSION EJ EXPANSION JOINT EXPANSION JOINT EXT EXTERIOR EXTERIOR FAB FABRICATE FABRICATE FAST FASTENER; FASTEN FASTENER; FASTEN FD FLOOR DRAIN FLOOR DRAIN FDN FOUNDATION FOUNDATION FF FINISHED FACE; FINISHED FLOOR FINISHED FACE; FINISHED FLOOR FFL FINISHED FLOOR LINE FINISHED FLOOR LINE FIN FINISH FINISH FL FLOOR FLOOR FLG FLASHING; FLOORING; FLANGE FLASHING; FLOORING; FLANGE FM FACTORY MUTUAL FACTORY MUTUAL FT FOOT; FEET FOOT; FEET FTG FOOTING FOOTING FRM FRAME FRAME FURR FURRING FURRING GA GAGE; GAUGE GAGE; GAUGE GAL GALLON GALLON GALV GALVANIZED GALVANIZED GC GENERAL CONTRACTOR GENERAL CONTRACTOR GEN GENERAL; GENERATOR GENERAL; GENERATOR GR GIRDER GIRDER GL GLASS GLASS GRAN GRANULAR GRANULAR GR BM GRADE BEAM GRADE BEAM GWB GYPSUM WALL BOARD GYPSUM WALL BOARD GYP GYPSUM GYPSUM HB HOSE BIB HOSE BIB HD HEAD; HEAVY DUTY HEAD; HEAVY DUTY HDG HOT DIPPED GALVANIZED HOT DIPPED GALVANIZED HEX HD HEXAGONAL HEAD HEXAGONAL HEAD HM HOLLOW METAL HOLLOW METAL HORIZ HORIZONTAL HORIZONTAL HS HIGH STRENGTH HIGH STRENGTH HT HEIGHT HEIGHT HVAC HEATING, VENTILATING AND AIR CONDITIONING HEATING, VENTILATING AND AIR CONDITIONING IBC INTERNATIONAL BUILDING CODE INTERNATIONAL BUILDING CODE ID INSIDE DIAMETER INSIDE DIAMETER IF INSIDE FACE INSIDE FACE ILLUS ILLUSTRATE ILLUSTRATE IN INCH; INCHES INCH; INCHES INCL INCLUDE; INCLINE INCLUDE; INCLINE INFO INFORMATION INFORMATION INSUL INSULATION INSULATION INT INTERIOR; INTERSECTION INTERIOR; INTERSECTION INV INVERT INVERT ISO ISOMETRIC ISOMETRIC JST JOIST JOIST JT JOINT JOINT K KIP (1,000 LBS.) KIP (1,000 LBS.) K/FT KIPS PER FOOT KIPS PER FOOT KO KNOCK OUT KNOCK OUT L ANGLE; LEFT; LENGTH; LINE; LONG ANGLE; LEFT; LENGTH; LINE; LONG LAD LADDER LADDER LAM LAMINATE LAMINATE LB POUND POUND LG LONG LONG LIC LICENSE LICENSE LIN LINEAR LINEAR LNTL LINTEL LINTEL LL LIVE LOAD LIVE LOAD LOC (S) LOCATE; LOCATIONS LOCATE; LOCATIONS LT LIGHT LIGHT LT WT LIGHT WEIGHT LIGHT WEIGHT MAINT MAINTENANCE MAINTENANCE MAN MANUAL MANUAL MANUF MANUFACTURER MANUFACTURER MAX MAXIMUM MAXIMUM MECH MECHANICAL MECHANICAL MEMB MEMBRANE MEMBRANE MET METAL METAL MIN MINIMUM MINIMUM MISC MISCELLANEOUS MISCELLANEOUS MK MARK MARK MMB MEMBRANE MEMBRANE MONO MONOLITHIC MONOLITHIC MTD MOUNTED MOUNTED MTL METAL; MATERIAL METAL; MATERIAL MULT MULTIPLE MULTIPLE N NORTH NORTH N/A NOT APPLICABLE NOT APPLICABLE NDS NEW DOWNSPOUT NEW DOWNSPOUT NF NEAR FACE NEAR FACE NIC NOT IN CONTRACT NOT IN CONTRACT NO NUMBER NUMBER NOM NOMINAL NOMINAL NTS NOT TO SCALE NOT TO SCALE O/C ON CENTER ON CENTER OD OVERFLOW DRAIN OVERFLOW DRAIN OH OPPOSITE HAND OPPOSITE HAND OPNG OPENING OPENING OPP OPPOSITE OPPOSITE ORIG ORIGINAL ORIGINAL OVFL OVERFLOW OVERFLOW OSC OVERFLOW SCUPPER OVERFLOW SCUPPER OSHA OCCUPATIONAL SAFETY AND HEALTH ORGANIZATION OCCUPATIONAL SAFETY AND HEALTH ORGANIZATION OZ OUNCE OUNCE P PITCH PITCH PAR PARALLEL PARALLEL PSC PRESTRESSED CONCRETE PRESTRESSED CONCRETE PTC POST-TENSIONED CONCRETE POST-TENSIONED CONCRETE PEN PENETRATION PENETRATION PERM PERMANENT PERMANENT PERP PERPENDICULAR PERPENDICULAR PL PLATE PLATE PLWD PLYWOOD PLYWOOD PP PITCH POCKET PITCH POCKET PRCST PRECAST PRECAST PREFAB PREFABRICATION PREFABRICATION PROJ PROJECTION PROJECTION PSF POUNDS PER SQUARE FOOT POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH PT PRESSURE TREATED PRESSURE TREATED PTI POST-TENSIONING INSTITUTE POST-TENSIONING INSTITUTE PV PIPE VENT PIPE VENT PVC POLYVINYL CHLORIDE POLYVINYL CHLORIDE QTR QUARTER QUARTER QTY QUANTITY QUANTITY QUAL QUALITY QUALITY R RISER; RADIUS; RESISTANCE RISER; RADIUS; RESISTANCE RAD RADIUS RADIUS RD ROOF DRAIN ROOF DRAIN REBAR REINFORCING BAR REINFORCING BAR REF REFERENCE REFERENCE REG REGULAR REGULAR REINF REINFORCE(D); REINFORCING REINFORCE(D); REINFORCING REM REMAINING; REMAINDER; REMOVE REMAINING; REMAINDER; REMOVE REQD REQUIRED REQUIRED REV REVISED REVISED RF (G) ROOF (ING) ROOF (ING) RGH ROUGH ROUGH RM ROOM ROOM RO ROUGH OPENING ROUGH OPENING S SOUTH SOUTH SCUP SCUPPER SCUPPER SCHED SCHEDULE SCHEDULE SD SECONDARY DRAIN SECONDARY DRAIN SECT SECTION SECTION SF SQUARE FOOT SQUARE FOOT SHT SHEET SHEET SHTHG SHEATHING SHEATHING SIM SIMILAR SIMILAR SJI STEEL JOIST INSTITUTE STEEL JOIST INSTITUTE SJ SAWED JOINT SAWED JOINT SLV SLEEVE SLEEVE SMACNA SHEET METAL AND AIR CONDITIONING SHEET METAL AND AIR CONDITIONING CONTRACTORS SNT SEALANT SEALANT SOG SLAB ON GRADE SLAB ON GRADE SPEC(S) SPECIFICATION(S) SPECIFICATION(S) SPUF SPRAYED URETHANE FOAM SPRAYED URETHANE FOAM SQ SQUARE SQUARE SS STAINLESS STEEL STAINLESS STEEL STGR(D) STAGGER(ED) STAGGER(ED) STD STANDARD STANDARD STL STEEL STEEL STRUCT STRUCTURAL STRUCTURAL SUB SUBSTITUTE SUBSTITUTE SUPP SUPPLEMENTARY SUPPLEMENTARY SYM SYMMETRICAL SYMMETRICAL SYS SYSTEM SYSTEM T TREAD TREAD T/ TOP TOP T&B TOP AND BOTTOM TOP AND BOTTOM T&G TONGUE AND GROOVE TONGUE AND GROOVE TEMP TEMPORARY; TEMPERATURE TEMPORARY; TEMPERATURE THK THICK THICK THRU THROUGH THROUGH TOC TOP OF CONCRETE TOP OF CONCRETE TOL TOLERANCE TOLERANCE TOT TOTAL TOTAL TOS TOP OF SLAB; TOP OF STEEL TOP OF SLAB; TOP OF STEEL TOW TOP OF WALL TOP OF WALL TWS THRU WALL SCRUPPER THRU WALL SCRUPPER TYP TYPICAL TYPICAL UL UNDERWRITERS LABORATORIES UNDERWRITERS LABORATORIES UNFIN UNFINISHED UNFINISHED UNO UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE VENT VENTILATE VENTILATE VERT VERTICAL VERTICAL VNR VENEER VENEER VOL VOLUME VOLUME VP VAPOR PROOF; VENT PIPE VAPOR PROOF; VENT PIPE VS VENT STACK VENT STACK W WEST WEST W/ WITH WITH WD WOOD WOOD WGT WEIGHT WEIGHT WIN WINDOW WINDOW W/O WITHOUT WITHOUT WP WATERPROOF WATERPROOF WPT WORKING POINT WORKING POINT WT WEIGHT; WATERTIGHT WEIGHT; WATERTIGHT WWF WELDED WIRE FABRIC WELDED WIRE FABRIC X BY BY XL EXTRA LARGE EXTRA LARGE YD YARD YARD

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CENTER LINE

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FURNITURE, FIXTURE, & EQUIPMENT INDICATOR

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GRAPHIC SCALE, "=1'-0"18"=1'-0"

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KEYNOTE

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NORTH ARROW

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NORTH

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MATERIALS LEGEND

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RIGID INSULATION

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DETAIL NUMBER

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SHEET WHERE REFERENCED OR DRAWN

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BATT INSULATION

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CONCRETE (EXISTING)

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METAL DECKING

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COLUMN GRID

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EXISTING DOOR / OPENING

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D-5D-5D-5D-5

1. EXISTING ADJACENT ROOMS, ABOVE AND BELOW WILL REMAIN

OCCUPIED DURING CONSTRUCTION. NO DISRUPTION OF BUILDING

SYSTEMS OR OPERATIONS ARE PERMITTED WITHOUT PRIOR

APPROVAL BY THE BUILDING OWNER.

2. REFER TO NEW CONSTRUCTION PLANS TO COORDINATE THE

EXTENT OF DEMOLITION WITH NEW CONSTRUCTION.

3. DEMOLITION OF BUILDING SYSTEMS INCLUDING CONDUIT AND

WIRING MAY EXTEND BEYOND THE LIMITS SHOWN ON THE

DEMOLITION PLANS. THIS WORK SHALL BE INCLUDED IN THE

CONTRACTORS SCOPE OF WORK.

4. THE GENERAL CONTRACTOR SHALL SEAL OR PROVIDE FILTERS ON

ALL REMAINING DUCTWORK TO PREVENT INFILTRATION OF DUST.

MAINTAIN FILTERS AS REQUIRED.

5. GENERAL CONTRACTOR SHALL MAINTAIN EGRESS AND INTEGRITY

OF LIFE SAFETY SYSTEMS DURING ALL DEMOLITION AND NEW

CONSTRUCTION.

6. PROTECT EXISTING MTL CANOPIES TO REMAIN DURING

CONSTRUCTION.

7. BUILDING 7 WILL REMAIN FULLY OPERATIONAL DURING THE

CONSTRUCTION PERIOD. OVERHEAD PROTECTION AT ALL EXTERIOR

EXIT-WAYS (EXIT-WAYS AT THE GROUND LEVEL AND UPPER LEVELS)

IS A REQUIREMENT OF THIS CONTRACT FOR THE PROTECTION OF

THE SALEM VA MEDICAL CENTER STAFF AND GENERAL PUBLIC.

1. DEMOLISH EXISTING SLATE ROOF TILES AND ALL DAMAGED WOOD

SUBSTRATE.

2. DEMOLISH ALL EXISTING FLASHING IN ROOF VALLEYS AND HIPS.

3. V.I.F. EXISTING BALUSTRADE HEIGHT. EXISTING ASSUMED HEIGHT IS 40".

IF BALUSTRADE IS NOT 42" ABOVE ROOF LEVEL, REMOVE AND REINSTALL

AT 42" ABOVE ROOF LEVEL.

4. REMOVE EXISTING LOUVER, TRIM, & FLASHING.

5. DEMOLISH EXISTING DORMER LOUVERS & WOOD TRIM.

6. DEMOLISH INTEGRAL GUTTER & COPPER COVER.

7. DEMOLISH EXISTING COPPER CHIMNEY CAP.

8. DEMOLISH EXISTING DOWNSPOUTS BASE RECEPTOR TO REMAIN..

9. DEMOLISH EXISTING SLATE TILE FROM VERTICAL SURFACE OF

DORMER.

10. DEMOLISH EXISTING ASPHALT ROOF & COPING.

11. REMOVE UP TO 250LF (LINEAR FEET) OF WOOD CORNICE BELOW THE

BUILT-IN COPPER GUTTER THAT IS DETERIORATED BEYOND THE ABILITY

TO SCRAPE/PRIME/REPAINT.

12. REMOVE UP TO 100LF (LINEAR FEET) OF WOOD CORNICE AT THE

GABLE ENDS THAT IS DETERIORATED BEYOND THE ABILITY TO

SCRAPE/PRIME/REPAINT.

D-#

3 4 5

3 5

N

FINAL CONSTRUCTION DOCUMENTS

A f f a ir s

V e te r a n s

Approved: Infection Control Officer

Approved: Safety Manager

Approved: GEMS Coordinator

Approved: Energy Engineer

Approved: Associate Director

Approved: Chief of Staff

Approved: Service Chief th re e in ch es o ne fo ot on e an d on e-ha lf in ch es o ne fo ot on e in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot on e-ha lf in ch o ne fo ot th re e-ei gh ts in ch o ne fo ot on e-qu ar te r in ch o ne fo ot on e-ei gh t i nc h o ne fo ot

DRAWING NO.

Dwg. Of

Project No.

Date

DrawnChecked

Location

Building Number

Project Title

Approved: Medical Center Director

Approved: Chief of Facility Management Svc.

Drawing Title

DateRevisions

BUILDING 11

VA MEDICAL CENTER, SALEM, VA 24153

REPLACE ROOF AND TUCKPOINT (BUILDING 11)

102 3rd Ave., NE Hickory, NC 28601

828.315.9962 www.atriaxgroup.com

2105 Water Ridge Pkwy #

Charlotte, NC 28217 704.535.6374 www.wmba.net

Quality Consulting Engineers, PLLC

6277-600 Carolina Commons Drive, #

Indian Land SC 29707 803.207.5450 djones@qualityconsultingengineers.com 23

1 2 3 4 5 6 7 8

A

B

C

D

E

F

658-16-101

C U s e r s

\a p u lle n \D o c u m e n ts

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DEMOLITION PLANS - ATTIC SLAB

11/20/2020AD101

MJCSEC

1/8" = 1'-0" F1

FLR - ATTIC SLAB - DEMO

DEMOLITION GENERAL NOTES

DEMOLITION PLAN KEYED NOTES

1/16" = 1'-0" E7

FLR - ROOF - PHASING PLAN

GC TO FOLLOW PHASING & PROPOSE

SCHEDULES WITH THEIR BID

AD201

C

A D

C1

AD201

F

A D

C

A D

C

A D

F

A D

F

A D

D-1

D-2

D-2

D-1

D-2 D-2

D-6

D-6

D-6

D-6

D-7

D-2 D-2

D-6

D-6

D-6

D-2 D-2

D-2

D-2

D-2

D-2

D-7

D-2

D-2

D-6 D-6

D-6

D-6

D-6

D-2D-2

D-1

D-6D-6

D-1

D-2

D-2

D-2

D-2

D-2

D-2

D-1

D-9

D-9

D-1

D-9

D-1

D-2D-2

D-9

D-1

D-9

D-1

D-1

D-9

D-1

D-9

D-9

D-1

D-9

D-1

D-1

D-9

D-9 D-1 D-9D-1

D-9 D-9

D-9 D-9

D-9 D-1 D-9D-1

D-9 D-9

D-9 D-9

D-9 D-1 D-9D-1

D-9 D-9

D-9 D-9

D-9 D-1 D-9D-1

D-9 D-9

D-9 D-9

D-2D-2

D-2

D-2 D-2

D-2

D-1

D-1

D-2D-2D-2D-2

D-2 D-2

D-6 D-6

D-6 D-6

D-2

D-8 D-8D-8D-8

D-8D-8D-8

D-4D-4D-4D-4

D-7

D-4

D-7

D-4

D-10

D-4

D-4

D-3

D-3

D-3D-3

D-7

D-7

D-4

D-4

D-2

D-2

D-1

D-1 D-1

D-1

D-2

D-2D-2D-2

D-2

D-2

D-2D-2

D-2

D-2

D-2

D-2

D-2

D-8

D-8

D-8 D-8

D-8

D-8 D-8

D-8

D-8 D-8

D-8

D-11

D-11

D-11 D-11 D-11 D-11

D-11

D-11

D-11

D-11D-11

D-11D-11

D-11D-11

D-11

D-11

D-6

D-11

D-12 D-12

D-1

D-1D-1

D-1

D-1

D-1 D-2

D-1

D-12

D-12

D-12 D-12

D-1

D-1 D-1

D-4

D-4

D-7

D-7

D-7

D-7

D-1

D-1 D-1

D-1

D-1

D-1D-1

D-1

D-1D-1

ETR CANOPY

BELOW

ETR RAMP

BELOW

1. EXISTING ADJACENT ROOMS, ABOVE AND BELOW WILL REMAIN

OCCUPIED DURING CONSTRUCTION. NO DISRUPTION OF BUILDING

SYSTEMS OR OPERATIONS ARE PERMITTED WITHOUT PRIOR

APPROVAL BY THE BUILDING OWNER.

2. REFER TO NEW CONSTRUCTION PLANS TO COORDINATE THE

EXTENT OF DEMOLITION WITH NEW CONSTRUCTION.

3. DEMOLITION OF BUILDING SYSTEMS INCLUDING CONDUIT AND

WIRING MAY EXTEND BEYOND THE LIMITS SHOWN ON THE

DEMOLITION PLANS. THIS WORK SHALL BE INCLUDED IN THE

CONTRACTORS SCOPE OF WORK.

4. THE GENERAL CONTRACTOR SHALL SEAL OR PROVIDE FILTERS ON

ALL REMAINING DUCTWORK TO PREVENT INFILTRATION OF DUST.

MAINTAIN FILTERS AS REQUIRED.

5. GENERAL CONTRACTOR SHALL MAINTAIN EGRESS AND INTEGRITY

OF LIFE SAFETY SYSTEMS DURING ALL DEMOLITION AND NEW

CONSTRUCTION.

6. PROTECT EXISTING MTL CANOPIES TO REMAIN DURING

CONSTRUCTION.

7. BUILDING 7 WILL REMAIN FULLY OPERATIONAL DURING THE

CONSTRUCTION PERIOD. OVERHEAD PROTECTION AT ALL EXTERIOR

EXIT-WAYS (EXIT-WAYS AT THE GROUND LEVEL AND UPPER LEVELS)

IS A REQUIREMENT OF THIS CONTRACT FOR THE PROTECTION OF

THE SALEM VA MEDICAL CENTER STAFF AND GENERAL PUBLIC.

1. DEMOLISH EXISTING SLATE ROOF TILES AND ALL DAMAGED WOOD

SUBSTRATE.

2. DEMOLISH ALL EXISTING FLASHING IN ROOF VALLEYS AND HIPS.

3. V.I.F. EXISTING BALUSTRADE HEIGHT. EXISTING ASSUMED HEIGHT IS 40".

IF BALUSTRADE IS NOT 42" ABOVE ROOF LEVEL, REMOVE AND REINSTALL

AT 42" ABOVE ROOF LEVEL.

4. REMOVE EXISTING LOUVER, TRIM, & FLASHING.

5. DEMOLISH EXISTING DORMER LOUVERS & WOOD TRIM.

6. DEMOLISH INTEGRAL GUTTER & COPPER COVER.

7. DEMOLISH EXISTING COPPER CHIMNEY CAP.

8. DEMOLISH EXISTING DOWNSPOUTS BASE RECEPTOR TO REMAIN..

9. DEMOLISH EXISTING SLATE TILE FROM VERTICAL SURFACE OF

DORMER.

10. DEMOLISH EXISTING ASPHALT ROOF & COPING.

11. REMOVE UP TO 250LF (LINEAR FEET) OF WOOD CORNICE BELOW THE

BUILT-IN COPPER GUTTER THAT IS DETERIORATED BEYOND THE ABILITY

TO SCRAPE/PRIME/REPAINT.

12. REMOVE UP TO 100LF (LINEAR FEET) OF WOOD CORNICE AT THE

GABLE ENDS THAT IS DETERIORATED BEYOND THE ABILITY TO

SCRAPE/PRIME/REPAINT.

D-#

N

FINAL CONSTRUCTION DOCUMENTS

A f f a ir s

V e te r a n s

Approved: Infection Control Officer

Approved: Safety Manager

Approved: GEMS Coordinator

Approved: Energy Engineer

Approved: Associate Director

Approved: Chief of Staff

Approved: Service Chief th re e in ch es o ne fo ot on e an d on e-ha lf in ch es o ne fo ot on e in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot on e-ha lf in ch o ne fo ot th re e-ei gh ts in ch o ne fo ot on e-qu ar te r in ch o ne fo ot on e-ei gh t i nc h o ne fo ot

DRAWING NO.

Dwg. Of

Project No.

Date

DrawnChecked

Location

Building Number

Project Title

Approved: Medical Center Director

Approved: Chief of Facility Management Svc.

Drawing Title

DateRevisions

BUILDING 11

VA MEDICAL CENTER, SALEM, VA 24153

REPLACE ROOF AND TUCKPOINT (BUILDING 11)

102 3rd Ave., NE Hickory, NC 28601

828.315.9962 www.atriaxgroup.com

2105 Water Ridge Pkwy #

Charlotte, NC 28217 704.535.6374 www.wmba.net

Quality Consulting Engineers, PLLC

6277-600 Carolina Commons Drive, #

Indian Land SC 29707 803.207.5450 djones@qualityconsultingengineers.com 23

1 2 3 4 5 6 7 8

A

B

C

D

E

F

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\3

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DEMOLITION PLAN - ROOF

11/20/2020AD102

MJCSEC

1/8" = 1'-0" F1

FLR - ROOF - DEMO

DEMOLITION GENERAL NOTES

DEMOLITION PLAN KEYED NOTES

1. EXISTING ADJACENT ROOMS, ABOVE AND BELOW WILL REMAIN

OCCUPIED DURING CONSTRUCTION. NO DISRUPTION OF BUILDING

SYSTEMS OR OPERATIONS ARE PERMITTED WITHOUT PRIOR

APPROVAL BY THE BUILDING OWNER.

2. REFER TO NEW CONSTRUCTION PLANS TO COORDINATE THE

EXTENT OF DEMOLITION WITH NEW CONSTRUCTION.

3. DEMOLITION OF BUILDING SYSTEMS INCLUDING CONDUIT AND

WIRING MAY EXTEND BEYOND THE LIMITS SHOWN ON THE

DEMOLITION PLANS. THIS WORK SHALL BE INCLUDED IN THE

CONTRACTORS SCOPE OF WORK.

4. THE GENERAL CONTRACTOR SHALL SEAL OR PROVIDE FILTERS ON

ALL REMAINING DUCTWORK TO PREVENT INFILTRATION OF DUST.

MAINTAIN FILTERS AS REQUIRED.

5. GENERAL CONTRACTOR SHALL MAINTAIN EGRESS AND INTEGRITY

OF LIFE SAFETY SYSTEMS DURING ALL DEMOLITION AND NEW

CONSTRUCTION.

6. PROTECT EXISTING MTL CANOPIES TO REMAIN DURING

CONSTRUCTION.

7. BUILDING 7 WILL REMAIN FULLY OPERATIONAL DURING THE

CONSTRUCTION PERIOD. OVERHEAD PROTECTION AT ALL EXTERIOR

EXIT-WAYS (EXIT-WAYS AT THE GROUND LEVEL AND UPPER LEVELS)

IS A REQUIREMENT OF THIS CONTRACT FOR THE PROTECTION OF

THE SALEM VA MEDICAL CENTER STAFF AND GENERAL PUBLIC.

LEVEL 01

1,091'-0"

LEVEL 02

1,102'-11"

BASEMENT -

LEVEL 00

1,079'-0"

PIPE BASEMENT -

LEVEL 0A

1,073'-0"

ATTIC SLAB

1,115'-9"

D-7

D-1D-1D-1 D-1

D-9D-9D-9D-9

D-1D-1D-1D-1 D-1

D-1

D-1

D-1

D-1D-1 D-1 D-1

D-7D-7D-7

D-2D-2 D-2D-2D-2D-2

D-6D-6D-6D-11D-6D-11D-6D-6D-6

D-8 D-8 D-8 D-8 D-8 D-8

D-12 D-12

D-11D-6D-6D-11 D-11

D-12

D-3

D-1

LEVEL 01

1,091'-0"

LEVEL 02

1,102'-11"

BASEMENT -

LEVEL 00

1,079'-0"

PIPE BASEMENT -

LEVEL 0A

1,073'-0"

ATTIC SLAB

1,115'-9"

D-7

D-1 D-1 D-1D-1

D-5D-5

D-7D-7D-7

D-1D-1

D-1

D-1D-1

D-1

D-6 D-6 D-6 D-6 D-6 D-6 D-6 D-6 D-6

D-1D-1 D-1D-1 D-1 D-1

D-2D-2D-2D-2 D-2D-2

D-9 D-9D-9D-9

D-8 D-8 D-8 D-8 D-8 D-8

D-3

D-12 D-12 D-12D-12 D-12

D-11

D-11

D-12

D-11D-11

D-11

D-11

D-11

D-12

D-11

D-6

D-11

D-6

D-1

D-1D-1

1. DEMOLISH EXISTING SLATE ROOF TILES AND ALL DAMAGED WOOD

SUBSTRATE.

2. DEMOLISH ALL EXISTING FLASHING IN ROOF VALLEYS AND HIPS.

3. V.I.F. EXISTING BALUSTRADE HEIGHT. EXISTING ASSUMED HEIGHT IS 40".

IF BALUSTRADE IS NOT 42" ABOVE ROOF LEVEL, REMOVE AND REINSTALL

AT 42" ABOVE ROOF LEVEL.

4. REMOVE EXISTING LOUVER, TRIM, & FLASHING.

5. DEMOLISH EXISTING DORMER LOUVERS & WOOD TRIM.

6. DEMOLISH INTEGRAL GUTTER & COPPER COVER.

7. DEMOLISH EXISTING COPPER CHIMNEY CAP.

8. DEMOLISH EXISTING DOWNSPOUTS BASE RECEPTOR TO REMAIN..

9. DEMOLISH EXISTING SLATE TILE FROM VERTICAL SURFACE OF

DORMER.

10. DEMOLISH EXISTING ASPHALT ROOF & COPING.

11. REMOVE UP TO 250LF (LINEAR FEET) OF WOOD CORNICE BELOW THE

BUILT-IN COPPER GUTTER THAT IS DETERIORATED BEYOND THE ABILITY

TO SCRAPE/PRIME/REPAINT.

12. REMOVE UP TO 100LF (LINEAR FEET) OF WOOD CORNICE AT THE

GABLE ENDS THAT IS DETERIORATED BEYOND THE ABILITY TO

SCRAPE/PRIME/REPAINT.

D-#

N

FINAL CONSTRUCTION DOCUMENTS

A f f a ir s

V e te r a n s

Approved: Infection Control Officer

Approved: Safety Manager

Approved: GEMS Coordinator

Approved: Energy Engineer

Approved: Associate Director

Approved: Chief of Staff

Approved: Service Chief th re e in ch es o ne fo ot on e an d on e-ha lf in ch es o ne fo ot on e in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot on e-ha lf in ch o ne fo ot th re e-ei gh ts in ch o ne fo ot on e-qu ar te r in ch o ne fo ot on e-ei gh t i nc h o ne fo ot

DRAWING NO.

Dwg. Of

Project No.

Date

DrawnChecked

Location

Building Number

Project Title

Approved: Medical Center Director

Approved: Chief of Facility Management Svc.

Drawing Title

DateRevisions

BUILDING 11

VA MEDICAL CENTER, SALEM, VA 24153

REPLACE ROOF AND TUCKPOINT (BUILDING 11)

102 3rd Ave., NE Hickory, NC 28601

828.315.9962 www.atriaxgroup.com

2105 Water Ridge Pkwy #

Charlotte, NC 28217 704.535.6374 www.wmba.net

Quality Consulting Engineers, PLLC

6277-600 Carolina Commons Drive, #

Indian Land SC 29707 803.207.5450 djones@qualityconsultingengineers.com 23

1 2 3 4 5 6 7 8

A

B

C

D

E

F

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DEMOLITION EXTERIOR ELEVATIONS

11/20/2020AD201

MJCSEC

DEMOLITION GENERAL NOTES

1/8" = 1'-0" C1

NORTHEAST ELEVATION - DEMO

1/8" = 1'-0" F1

SOUTHWEST ELEVATION - DEMO

LEVEL 01

1,091'-0"

LEVEL 02

1,102'-11"

BASEMENT -

LEVEL 00

1,079'-0"

PIPE BASEMENT -

LEVEL 0A

1,073'-0"

ATTIC SLAB

1,115'-9"

D-1 D-1 D-1

D-5

D-5

D-1D-1

D-7

D-1

D-11 D-6 D-6 D-11 D-6

D-2 D-2

D-6

D-4

D-8 D-8 D-8 D-8

D-11 D-11

D-12

D-3

LEVEL 01

1,091'-0"

LEVEL 02

1,102'-11"

BASEMENT -

LEVEL 00

1,079'-0"

PIPE BASEMENT -

LEVEL 0A

1,073'-0"

ATTIC SLAB

1,115'-9"

D-7

D-1 D-1D-1D-1

D-6 D-11 D-6 D-6 D-11

D-5D-5

D-6

D-4

D-1D-1

D-1

D-8 D-8 D-8 D-8

D-2 D-2

D-11D-11

D-3

D-12

1. EXISTING ADJACENT ROOMS, ABOVE AND BELOW WILL REMAIN

OCCUPIED DURING CONSTRUCTION. NO DISRUPTION OF BUILDING

SYSTEMS OR OPERATIONS ARE PERMITTED WITHOUT PRIOR

APPROVAL BY THE BUILDING OWNER.

2. REFER TO NEW CONSTRUCTION PLANS TO COORDINATE THE

EXTENT OF DEMOLITION WITH NEW CONSTRUCTION.

3. DEMOLITION OF BUILDING SYSTEMS INCLUDING CONDUIT AND

WIRING MAY EXTEND BEYOND THE LIMITS SHOWN ON THE

DEMOLITION PLANS. THIS WORK SHALL BE INCLUDED IN THE

CONTRACTORS SCOPE OF WORK.

4. THE GENERAL CONTRACTOR SHALL SEAL OR PROVIDE FILTERS ON

ALL REMAINING DUCTWORK TO PREVENT INFILTRATION OF DUST.

MAINTAIN FILTERS AS REQUIRED.

5. GENERAL CONTRACTOR SHALL MAINTAIN EGRESS AND INTEGRITY

OF LIFE SAFETY SYSTEMS DURING ALL DEMOLITION AND NEW

CONSTRUCTION.

6. PROTECT EXISTING MTL CANOPIES TO REMAIN DURING

CONSTRUCTION.

7. BUILDING 7 WILL REMAIN FULLY OPERATIONAL DURING THE

CONSTRUCTION PERIOD. OVERHEAD PROTECTION AT ALL EXTERIOR

EXIT-WAYS (EXIT-WAYS AT THE GROUND LEVEL AND UPPER LEVELS)

IS A REQUIREMENT OF THIS CONTRACT FOR THE PROTECTION OF

THE SALEM VA MEDICAL CENTER STAFF AND GENERAL PUBLIC.

1. DEMOLISH EXISTING SLATE ROOF TILES AND ALL DAMAGED WOOD

SUBSTRATE.

2. DEMOLISH ALL EXISTING FLASHING IN ROOF VALLEYS AND HIPS.

3. V.I.F. EXISTING BALUSTRADE HEIGHT. EXISTING ASSUMED HEIGHT IS 40".

IF BALUSTRADE IS NOT 42" ABOVE ROOF LEVEL, REMOVE AND REINSTALL

AT 42" ABOVE ROOF LEVEL.

4. REMOVE EXISTING LOUVER, TRIM, & FLASHING.

5. DEMOLISH EXISTING DORMER LOUVERS & WOOD TRIM.

6. DEMOLISH INTEGRAL GUTTER & COPPER COVER.

7. DEMOLISH EXISTING COPPER CHIMNEY CAP.

8. DEMOLISH EXISTING DOWNSPOUTS BASE RECEPTOR TO REMAIN..

9. DEMOLISH EXISTING SLATE TILE FROM VERTICAL SURFACE OF

DORMER.

10. DEMOLISH EXISTING ASPHALT ROOF & COPING.

11. REMOVE UP TO 250LF (LINEAR FEET) OF WOOD CORNICE BELOW THE

BUILT-IN COPPER GUTTER THAT IS DETERIORATED BEYOND THE ABILITY

TO SCRAPE/PRIME/REPAINT.

12. REMOVE UP TO 100LF (LINEAR FEET) OF WOOD CORNICE AT THE

GABLE ENDS THAT IS DETERIORATED BEYOND THE ABILITY TO

SCRAPE/PRIME/REPAINT.

D-#

N

FINAL CONSTRUCTION DOCUMENTS

A f f a ir s

V e te r a n s

Approved: Infection Control Officer

Approved: Safety Manager

Approved: GEMS Coordinator

Approved: Energy Engineer

Approved: Associate Director

Approved: Chief of Staff

Approved: Service Chief th re e in ch es o ne fo ot on e an d on e-ha lf in ch es o ne fo ot on e in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot on e-ha lf in ch o ne fo ot th re e-ei gh ts in ch o ne fo ot on e-qu ar te r in ch o ne fo ot on e-ei gh t i nc h o ne fo ot

DRAWING NO.

Dwg. Of

Project No.

Date

DrawnChecked

Location

Building Number

Project Title

Approved: Medical Center Director

Approved: Chief of Facility Management Svc.

Drawing Title

DateRevisions

BUILDING 11

VA MEDICAL CENTER, SALEM, VA 24153

REPLACE ROOF AND TUCKPOINT (BUILDING 11)

102 3rd Ave., NE Hickory, NC 28601

828.315.9962 www.atriaxgroup.com

2105 Water Ridge Pkwy #

Charlotte, NC 28217 704.535.6374 www.wmba.net

Quality Consulting Engineers, PLLC

6277-600 Carolina Commons Drive, #

Indian Land SC 29707 803.207.5450 djones@qualityconsultingengineers.com 23

1 2 3 4 5 6 7 8

A

B

C

D

E

F

658-16-101

C U s e r s

\a p u lle n \D o c u m e n ts

\3

V A

S A

L E

M B

L D

G

R

O O

F R

E P

L A

C E

M E

N T

A

R C

H a p u lle n G

M Z

D E

.r v t

/1 /2

:1

:2

A

M

DEMOLITION EXTERIOR ELEVATIONS

11/20/2020AD202

MJCSEC

1/8" = 1'-0" C1

NORTHWEST ELEVATION - DEMO

1/8" = 1'-0" F1

SOUTHEAST ELEVATION - DEMO

DEMOLITION GENERAL NOTES

LEVEL 02

1,102'-11"

BASEMENT -

LEVEL 00

1,079'-0"

PIPE BASEMENT -

LEVEL 0A

1,073'-0"

ATTIC SLAB

1,115'-9"

D-1

D-1

D-6 D-6

D-8 D-8

D-5

D-11

LEVEL 01

1,091'-0"

LEVEL 02

1,102'-11"

BASEMENT -

LEVEL 00

1,079'-0"

PIPE BASEMENT -

LEVEL 0A

1,073'-0"

ATTIC SLAB

1,115'-9"

D-1

D-5

D-1

D-6 D-6

D-8 D-8

D-11

LEVEL 01

1,091'-0"

LEVEL 02

1,102'-11"

BASEMENT -

LEVEL 00

1,079'-0"

PIPE BASEMENT -

LEVEL 0A

1,073'-0"

ATTIC SLAB

1,115'-9"

D-6 D-6 D-6

D-1

D-1

D-1

D-8

D-12

D-11 D-11

D-6D-11

D-1

LEVEL 01

1,091'-0"

LEVEL 02

1,102'-11"

BASEMENT -

LEVEL 00

1,079'-0"

PIPE BASEMENT -

LEVEL 0A

1,073'-0"

ATTIC SLAB

1,115'-9"

D-6D-6D-6

D-1

D-1

D-1

D-8 D-6 D-11

D-11 D-11

D-12

D-1

1. DEMOLISH EXISTING SLATE ROOF TILES AND ALL DAMAGED WOOD

SUBSTRATE.

2. DEMOLISH ALL EXISTING FLASHING IN ROOF VALLEYS AND HIPS.

3. V.I.F. EXISTING BALUSTRADE HEIGHT. EXISTING ASSUMED HEIGHT IS 40".

IF BALUSTRADE IS NOT 42" ABOVE ROOF LEVEL, REMOVE AND REINSTALL

AT 42" ABOVE ROOF LEVEL.

4. REMOVE EXISTING LOUVER, TRIM, & FLASHING.

5. DEMOLISH EXISTING DORMER LOUVERS & WOOD TRIM.

6. DEMOLISH INTEGRAL GUTTER & COPPER COVER.

7. DEMOLISH EXISTING COPPER CHIMNEY CAP.

8. DEMOLISH EXISTING DOWNSPOUTS BASE RECEPTOR TO REMAIN..

9. DEMOLISH EXISTING SLATE TILE FROM VERTICAL SURFACE OF

DORMER.

10. DEMOLISH EXISTING ASPHALT ROOF & COPING.

11. REMOVE UP TO 250LF (LINEAR FEET) OF WOOD CORNICE BELOW THE

BUILT-IN COPPER GUTTER THAT IS DETERIORATED BEYOND THE ABILITY

TO SCRAPE/PRIME/REPAINT.

12. REMOVE UP TO 100LF (LINEAR FEET) OF WOOD CORNICE AT THE

GABLE ENDS THAT IS DETERIORATED BEYOND THE ABILITY TO

SCRAPE/PRIME/REPAINT.

D-#

1. EXISTING ADJACENT ROOMS, ABOVE AND BELOW WILL REMAIN

OCCUPIED DURING CONSTRUCTION. NO DISRUPTION OF BUILDING

SYSTEMS OR OPERATIONS ARE PERMITTED WITHOUT PRIOR

APPROVAL BY THE BUILDING OWNER.

2. REFER TO NEW CONSTRUCTION PLANS TO COORDINATE THE

EXTENT OF DEMOLITION WITH NEW CONSTRUCTION.

3. DEMOLITION OF BUILDING SYSTEMS INCLUDING CONDUIT AND

WIRING MAY EXTEND BEYOND THE LIMITS SHOWN ON THE

DEMOLITION PLANS. THIS WORK SHALL BE INCLUDED IN THE

CONTRACTORS SCOPE OF WORK.

4. THE GENERAL CONTRACTOR SHALL SEAL OR PROVIDE FILTERS ON

ALL REMAINING DUCTWORK TO PREVENT INFILTRATION OF DUST.

MAINTAIN FILTERS AS REQUIRED.

5. GENERAL CONTRACTOR SHALL MAINTAIN EGRESS AND INTEGRITY

OF LIFE SAFETY SYSTEMS DURING ALL DEMOLITION AND NEW

CONSTRUCTION.

6. PROTECT EXISTING MTL CANOPIES TO REMAIN DURING

CONSTRUCTION.

7. BUILDING 7 WILL REMAIN FULLY OPERATIONAL DURING THE

CONSTRUCTION PERIOD. OVERHEAD PROTECTION AT ALL EXTERIOR

EXIT-WAYS (EXIT-WAYS AT THE GROUND LEVEL AND UPPER LEVELS)

IS A REQUIREMENT OF THIS CONTRACT FOR THE PROTECTION OF

THE SALEM VA MEDICAL CENTER STAFF AND GENERAL PUBLIC.

N

FINAL CONSTRUCTION DOCUMENTS

A f f a ir s

V e te r a n s

Approved: Infection Control Officer

Approved: Safety Manager

Approved: GEMS Coordinator

Approved: Energy Engineer

Approved: Associate Director

Approved: Chief of Staff

Approved: Service Chief th re e in ch es o ne fo ot on e an d on e-ha lf in ch es o ne fo ot on e in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot on e-ha lf in ch o ne fo ot th re e-ei gh ts in ch o ne fo ot on e-qu ar te r in ch o ne fo ot on e-ei gh t i nc h o ne fo ot

DRAWING NO.

Dwg. Of

Project No.

Date

DrawnChecked

Location

Building Number

Project Title

Approved: Medical Center Director

Approved: Chief of Facility Management Svc.

Drawing Title

DateRevisions

BUILDING 11

VA MEDICAL CENTER, SALEM, VA 24153

REPLACE ROOF AND TUCKPOINT (BUILDING 11)

102 3rd Ave., NE Hickory, NC 28601

828.315.9962 www.atriaxgroup.com

2105 Water Ridge Pkwy #

Charlotte, NC 28217 704.535.6374 www.wmba.net

Quality Consulting Engineers, PLLC

6277-600 Carolina Commons Drive, #

Indian Land SC 29707 803.207.5450 djones@qualityconsultingengineers.com 23

1 2 3 4 5 6 7 8

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DEMOLITION EXTERIOR ELEVATIONS

11/20/2020AD203

MJCSEC

1/8" = 1'-0" C1

WEST ELEVATION A - DEMO

1/8" = 1'-0"

C4

EAST ELEVATION A - DEMO

1/8" = 1'-0" F1

EAST ELEVATION C - DEMO

1/8" = 1'-0"

F4

WEST ELEVATION B - DEMO

DEMOLITION PLAN KEYED NOTES

DEMOLITION GENERAL NOTES

10' BUILDING

PERIMETER

10' BUILDING

PERIMETER

ETR RAMP

BELOW

ETR CANOPY,

COVER &

PROTECT

COVER &

PROTECT

EQUIPMENT

ENCLOSURE

COVER &

PROTECT

EQUIPMENT

ENCLOSURE

EXIT

1 HR FIRE RATED ENCLOSURE TO 10'

AWAY FROM BUILDING PERIMETER FOR

OVERHEAD PROTECTION. MAINTAIN 4'

INSIDE CLEAR MINIMUM.

N

100% DESIGN CONSTRUCTION DOCUMENTS

A f f a ir s

V e te r a n s

Approved: Infection Control Officer

Approved: Safety Manager

Approved: GEMS Coordinator

Approved: Energy Engineer

Approved: Associate Director

Approved: Chief of Staff

Approved: Service Chief th re e in ch es o ne fo ot on e an d on e-ha lf in ch es o ne fo ot on e in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot on e-ha lf in ch o ne fo ot th re e-ei gh ts in ch o ne fo ot on e-qu ar te r in ch o ne fo ot on e-ei gh t i nc h o ne fo ot

DRAWING NO.

Dwg. Of

Project No.

Date

DrawnChecked

Location

Building Number

Project Title

Approved: Medical Center Director

Approved: Chief of Facility Management Svc.

Drawing Title

DateRevisions

BUILDING 5

VA MEDICAL CENTER, SALEM, VA 24153

REPLACE ROOF AND TUCKPOINT (BUILDING 5)

102 3rd Ave., NE Hickory, NC 28601

828.315.9962 www.atriaxgroup.com

2105 Water Ridge Pkwy #

Charlotte, NC 28217 704.535.6374 www.wmba.net

Quality Consulting Engineers, PLLC

6277-600 Carolina Commons Drive, #

Indian Land SC 29707 803.207.5450 djones@qualityconsultingengineers.com 23

1 2 3 4 5 6 7 8

A

B

C

D

E

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3247.00

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EXIT PROTECTION PLAN

11/20/2020AE100

MJCSEC

AE100

1/8" = 1'-0" F1

FLR - ROOF - EXIT PROTECTION PLAN

1. INSTALL NEW LOUVER AND NEW FLASHING. PAINT EXPOSED

TRIM.

2. INSTALL NEW WOOD SUBSTRATE WHERE IT WAS DEMOLISHED

AND INSTALL NEW SLATE ROOF & FLASHINGS.

3. RECAP EXISTING CHIMNEY. TUCKPOINT & REPAIR ANY DAMAGED

BRICK.

4. INSTALL NEW WOOD TRIM AND INTEGRAL GUTTER.

5. INSTALL NEW FLAT ROOF WITH GRAVEL STOP & COPING TO

MATCH EXISTING.

6. INSTALL NEW COPPER GUTTER AND DRIP EDGE ONLY.

7. INSTALL NEW SLATE TILE ON VERTICAL SURFACES OF DORMERS.

8. INSTALL NEW DOWNSPOUTS.

9. REINSTALL BUILDING SIGNAGE.

10. V.I.F. EXISTING BALUSTRADE HEIGHT. EXISTING

ASSUMED HEIGHT IS 40". IF BALUSTRADE IS NOT 42" ABOVE ROOF

LEVEL, REMOVE AND REINSTALL AT 42" ABOVE ROOF LEVEL.

11. EXISTING DOWNSPOUT RECEIVERS TO REMAIN. CLEAN OUT AS

RQD.

12. REPLACE UP TO 250LF (LINEAR FEET) OF WOOD CORNICE

BELOW HE BUILT-IN COPPER GUTTER TO MATCH THE EXISTING

CORNICE IN PROFILE AND FINISH, THE REMAINING CORNICE IS TO

BE SCRAPED, PRIMED, AND PAINTED.

13. REPLACE UP TO 100LF (LINEAR FEET) OF WOOD CORNICE AT

THE GABLE ENDS TO MATCH THE EXISTING CORNICE IN PROFILE

AND FINISH, THE REMAINING CORNICE AT THE GABLE ENDS IS TO

BE SCRAPED, PRIMED, AND PAINTED.

14.SCRAPE, PRIME, AND REPAINT WOOD GABLE END MEDALLION

C1

AE201

C

A E

F

A E

F1

AE201

C

A E

F

A E

C

A E

F

A E

LIMITED ACCESS

ABOVE PORTICO

LIMITED ACCESS

ABOVE PORTICO

EXISTING

STAIRWELL

MECHANICAL

ROOM ELEVATOR

OVERUN

2 1/2"

1 1 1 1

1. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL

DIMENSIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES

PRIOR TO NEW STUD INSTALLATION.

2. ALL WALL HUNG ITEMS OR EQUIPMENT PROVIDED BY THE

OWNER OR GENERAL CONTRACTOR SHALL HAVE FIRE TREATED

WOOD BLOCKING WHERE REQUIRED.

3. THE GENERAL CONTRACTOR IS TO FIELD VERIFY THE INTEGRITY

AND PENETRATIONS OF ALL EXISTING RATED PARTITIONS TO

REMAIN COMPLIANT WITH THE LIFE SAFETY PLANS.

4. WHERE NEW WORK IS LIMITED TO A PORTION OF A WALL,

REFINISH ENTIRE WALL TO MATCH EXISTING TO NEAREST

CORNER OR MATERIAL TRANSITION.

N

FINAL CONSTRUCTION DOCUMENTS

A f f a ir s

V e te r a n s

Approved: Infection Control Officer

Approved: Safety Manager

Approved: GEMS Coordinator

Approved: Energy Engineer

Approved: Associate Director

Approved: Chief of Staff

Approved: Service Chief th re e in ch es o ne fo ot on e an d on e-ha lf in ch es o ne fo ot on e in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot on e-ha lf in ch o ne fo ot th re e-ei gh ts in ch o ne fo ot on e-qu ar te r in ch o ne fo ot on e-ei gh t i nc h o ne fo ot

DRAWING NO.

Dwg. Of

Project No.

Date

DrawnChecked

Location

Building Number

Project Title

Approved: Medical Center Director

Approved: Chief of Facility Management Svc.

Drawing Title

DateRevisions

BUILDING 11

VA MEDICAL CENTER, SALEM, VA 24153

REPLACE ROOF AND TUCKPOINT (BUILDING 11)

102 3rd Ave., NE Hickory, NC 28601

828.315.9962 www.atriaxgroup.com

2105 Water Ridge Pkwy #

Charlotte, NC 28217 704.535.6374 www.wmba.net

Quality Consulting Engineers, PLLC

6277-600 Carolina Commons Drive, #

Indian Land SC 29707 803.207.5450 djones@qualityconsultingengineers.com 23

1 2 3 4 5 6 7 8

A

B

C

D

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NEW ATTIC PLAN

11/20/2020AE101

MJCSEC

KEYED NOTED - NEW WORK

1/8" = 1'-0" F1

FLR - ATTIC SLAB - NEW

FLOOR PLAN GENERAL NOTES

C1

AE201

C

A E

F

A E

F1

AE201

C

A E

F

A E

C

A E

F

A E

AE102

F7

AE102

E7

2 7 2 7

2 7 2 7

2 7 2 7

2 7 2 7

2 2

2 2

1 1

1 1

1 1

10 105

13 13

13 13

8 8

12 12 12

6 6

8 666

8 8 8 8

12 6

12 6

8 8

8 66

3 3

7 7

77 7

D1

AE304

TYP

B4

AE303

TYP

B4

AE303

TYP

B4

AE303

TYP

B4

AE303

TYP

B4

AE303

TYP

B4

AE303

TYP

B4

AE303

TYP

B4

AE303

TYP

B4

AE303

TYP

B4

AE303

TYP

B4

AE303

TYP

F6

AE304

TYP

F4

AE304

TYP

F4

AE303

TYP

B1

AE303

TYP

B1

AE303

TYP

B4

AE303

TYP

B1

AE303

TYP

D4

AE304

TYP

B4

AE303

TYP

B4

AE303

TYP

F6

AE304

TYP

B1

AE303

TYP

B1

AE303

TYP

B4

AE303

TYP

F6

AE304

TYP

B1

AE303

TYP

D1

AE304

TYP

B4

AE303

TYP

B1

AE303

TYP

B1

AE303

TYP

F4

AE304

TYP

F4

AE303

TYP

F6

AE304

TYP

F6

AE304

TYP

B1

AE303

TYP

D4

AE304

TYP

B4

AE303

TYP

7'-8 5/8" 34'-6 7/8" 27'-3 3/4" 7'-1 3/8" 37'-7 1/8" 7'-0" 27'-5 1/4" 34'-7 1/8" 7'-8 5/8"

191'-0 3/4"

TYP

2 2

1. INSTALL NEW LOUVER AND NEW FLASHING. PAINT EXPOSED

TRIM.

2. INSTALL NEW WOOD SUBSTRATE WHERE IT WAS DEMOLISHED

AND INSTALL NEW SLATE ROOF & FLASHINGS.

3. RECAP EXISTING CHIMNEY. TUCKPOINT & REPAIR ANY DAMAGED

BRICK.

4. INSTALL NEW WOOD TRIM AND INTEGRAL GUTTER.

5. INSTALL NEW FLAT ROOF WITH GRAVEL STOP & COPING TO

MATCH EXISTING.

6. INSTALL NEW COPPER GUTTER AND DRIP EDGE ONLY.

7. INSTALL NEW SLATE TILE ON VERTICAL SURFACES OF DORMERS.

8. INSTALL NEW DOWNSPOUTS.

9. REINSTALL BUILDING SIGNAGE.

10. V.I.F. EXISTING BALUSTRADE HEIGHT. EXISTING

ASSUMED HEIGHT IS 40". IF BALUSTRADE IS NOT 42" ABOVE ROOF

LEVEL, REMOVE AND REINSTALL AT 42" ABOVE ROOF LEVEL.

11. EXISTING DOWNSPOUT RECEIVERS TO REMAIN. CLEAN OUT AS

RQD.

12. REPLACE UP TO 250LF (LINEAR FEET) OF WOOD CORNICE

BELOW HE BUILT-IN COPPER GUTTER TO MATCH THE EXISTING

CORNICE IN PROFILE AND FINISH, THE REMAINING CORNICE IS TO

BE SCRAPED, PRIMED, AND PAINTED.

13. REPLACE UP TO 100LF (LINEAR FEET) OF WOOD CORNICE AT

THE GABLE ENDS TO MATCH THE EXISTING CORNICE IN PROFILE

AND FINISH, THE REMAINING CORNICE AT THE GABLE ENDS IS TO

BE SCRAPED, PRIMED, AND PAINTED.

14.SCRAPE, PRIME, AND REPAINT WOOD GABLE END MEDALLION

D7

AE303

TYP

D4

AE303

TYP

F1

AE303

TYP

B1

AE303

TYP

C5

AE302

1 1

1 1

10 10

3 3

D4

AE306

D1

AE306

N

FINAL CONSTRUCTION DOCUMENTS

A f f a ir s

V e te r a n s

Approved: Infection Control Officer

Approved: Safety Manager

Approved: GEMS Coordinator

Approved: Energy Engineer

Approved: Associate Director

Approved: Chief of Staff

Approved: Service Chief th re e in ch es o ne fo ot on e an d on e-ha lf in ch es o ne fo ot on e in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot on e-ha lf in ch o ne fo ot th re e-ei gh ts in ch o ne fo ot on e-qu ar te r in ch o ne fo ot on e-ei gh t i nc h o ne fo ot

DRAWING NO.

Dwg. Of

Project No.

Date

DrawnChecked

Location

Building Number

Project Title

Approved: Medical Center Director

Approved: Chief of Facility Management Svc.

Drawing Title

DateRevisions

BUILDING 11

VA MEDICAL CENTER, SALEM, VA 24153

REPLACE ROOF AND TUCKPOINT (BUILDING 11)

102 3rd Ave., NE Hickory, NC 28601

828.315.9962 www.atriaxgroup.com

2105 Water Ridge Pkwy #

Charlotte, NC 28217 704.535.6374 www.wmba.net

Quality Consulting Engineers, PLLC

6277-600 Carolina Commons Drive, #

Indian Land SC 29707 803.207.5450 djones@qualityconsultingengineers.com 23

1 2 3 4 5 6 7 8

A

B

C

D

E

F

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NEW ROOF PLAN

11/20/2020AE102

MJCSEC

1/8" = 1'-0" F1

FLR - ROOF - NEW

KEYED NOTED - NEW WORK

1/4" = 1'-0" F7

FLR - ROOF - NEW - TYP ENLARGED DORMER

1/4" = 1'-0" E7

ENLARGED FLAT ROOF PLAN

1"

4 1/8"

/4

1. SNOW GUARD LAYOUT MAY VARY

DEPENDING ON MANUFACTURER. SUBMIT

SNOW GUARD LAYOUT W/ SUBMITTALS.

2. SNOW GUARD MANUFACTURER SHALL USE

GROUND SNOW LOAD OF 30PSF WHEN

DESIGNING SNOW GUARD LAYOUTS.

No.100 SNOWGUARD ASSEMBLY

BY "BERGER BROS. CO."

60˚

1"

2"

1'-5 1/2"

V

IF

E Q

V

IF

E Q

RIDGE (TOP OF ROOF)

EAVE (BOTT. OF ROOF)

X X X X X X X

X X X X X X X

X X X X X X X

2'-0" TYP

LOCATE SECOND GROUP OF SNOW

GUARDS MIDWAY UP ROOF SLOPE.

REVERSE SPACING FROM FIRST

GROUP PATTERN, AS SHOWN.

START THIRD ROW OR SNOW

GUARD ASSEMBLY UP TWO (2)

ROWS OF SLATE FROM THE

SECOND ROW. CENTER

BETWEEN GUARDS ON SECOND

ROW.

START SECOND ROW OF SNOW

GUARD ASSEMBLY TWO (2) ROWS

OF SLATE ABOVE THE FIRST ROW

OF SNOW GUARDS. CENTER

BETWEEN GUARDS ON FIRST ROW.

SNOW GUARD ASSEMBLY.

BEGIN FIRST ROW AT BOTTOM

OF SECOND SLATE COURSE

AND INSTALL AT 2'-0" O/C

HORIZONTALLY.

NOTE: CONTRACTOR SHALL VERIFY

QUANTITY OF SNOW GUARDS

REQUIRED PER ROOF AREA PRIOR

TO BID AND ORDERING OF

MATERIALS.

XXXXXXX

XXXXXXX

XXXXXXX

C1

AE201

C

A E

F

A E

F1

AE201

C

A E

F

A E

C

A E

F

A E

N

100% DESIGN CONSTRUCTION DOCUMENTS

A f f a ir s

V e te r a n s

Approved: Infection Control Officer

Approved: Safety Manager

Approved: GEMS Coordinator

Approved: Energy Engineer

Approved: Associate Director

Approved: Chief of Staff

Approved: Service Chief th re e in ch es o ne fo ot on e an d on e-ha lf in ch es o ne fo ot on e in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot on e-ha lf in ch o ne fo ot th re e-ei gh ts in ch o ne fo ot on e-qu ar te r in ch o ne fo ot on e-ei gh t i nc h o ne fo ot

DRAWING NO.

Dwg. Of

Project No.

Date

DrawnChecked

Location

Building Number

Project Title

Approved: Medical Center Director

Approved: Chief of Facility Management Svc.

Drawing Title

Date…