Corridor 75-76_FINAL CD Drawings.pdf

PDF 3 MB Posted Oct 19, 2021

Attached to: Z1DA--Replace Building 8, 11, and West Corridor Roofs (VA-21-00051576)
Solicitation number: 36C24621B0020
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 6

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Written by GovTribe AI · Dec 28, 2023

This set of construction drawings and specifications is for replacing the roofs on Buildings 8, 11, and the West Corridor at the Salem VA Medical Center in Salem, Virginia. The project number is 658-21-104 and will be carried out under solicitation number 36C24621B0020.

The scope of work involves removing existing asphalt shingles and underlayment down to the sheathing or decking on approximately 1,838 square feet of roof area combined across the three structures. New plywood sheathing will replace any damaged decking. A fully-adhered ice and water shield underlayment and new asphalt shingles will then be installed. Additional work includes replacing counterflashing, expansion joint flashing, fascia boards, and soffits as needed. The drawings provide plans, sections, elevations, and details of the existing conditions and proposed new roof construction. The Department of Veterans Affairs Veterans Health Administration is listed as the contracting agency.

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S05 Pre-Bid RFIs 36C24621B0020.pdf	PDF	Nov 8, 2021
36C24621B0020 0002_1.docx	DOCX document	Nov 8, 2021
S06 36C24621B0020 0002.pdf	PDF	Nov 8, 2021
S06 36C24621B0020 0001.pdf	PDF	Oct 28, 2021
S04 Site Visit 10-27-2021.pdf	PDF	Oct 28, 2021
36C24621B0020 0001_1.docx	DOCX document	Oct 28, 2021
Building 8_FINAL CD Drawings.pdf	PDF	Oct 19, 2021
Building 11_FINAL CD Drawings.pdf	PDF	Oct 19, 2021
Building 11_FINAL Specifications.pdf	PDF	Oct 19, 2021
Corridor 76-77_FINAL CD Drawings.pdf	PDF	Oct 19, 2021
Corridor 74-75_FINAL Specifications.pdf	PDF	Oct 19, 2021
Corridor 75-76_FINAL Specifications.pdf	PDF	Oct 19, 2021
Building 8_FINAL Specifications.pdf	PDF	Oct 19, 2021
S02 36C24621B0020.pdf	PDF	Oct 19, 2021
Corridor 74-75_FINAL CD Drawings.pdf	PDF	Oct 19, 2021
Corridor 76-77_FINAL Specifications.pdf	PDF	Oct 19, 2021
36C24621B0020_1.docx	DOCX document	Oct 19, 2021

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PROJECT SITE LOCATION

SALEM VA MEDICAL CENTER, SALEM, VA.

NTS

1 6

TLRCWB

GI001

COVER SHEET: DRAWING INDEX, MAPS,

GENERAL NOTES

SALEM VETERANS AFFAIRS MEDICAL CENTER

FOR

1970 ROANOKE BOULEVARD SALEM, VA 24153PROJECT # 658-16-102

CORRECT BUILDING ENVELOPE SITE WIDE

(BUILDING 75-76 CORRIDOR ROOF)

INDEX OF DRAWINGS

DRAWING TITLESHEET # DWG.#

GENERAL NOTES

Approved: Associate Director

Approved: Chief of Staff

Approved: Service Chief t h r e e i n c h e s o n e f o o t o n e a n d o n e h a l f i n c h e e f o o t o n e i n c h e f o o t t h r e e q u a r t e r s i n c e f o o t o n e h a l f i n c e f o o t t h r e e e i g h t s i n c e f o o t o n e q u a r t e r i n c e f o o t o n e e i g h t i n c e f o o t

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 Revisions

Approved: Infection Control Officer

Approved: Safety Manager

Approved: GEMS Coordinator

Approved: Energy Engineer

658-16-102

04/30/2020

75-76 CORRIDOR

VA MEDICAL CENTER, SALEM, VA 24153

CORRECT BUILDING ENVELOPE SITEWIDE

102 3rd Ave., NE

Hickory, NC 28601

828.315.9962 www.atriaxgroup.com

SEAL

04/30/2020

4191RE

TERED ARCHITECT

NORT H CA ROL I N

A R L OT T E , N

. C

ES W I LL IAM BEV

FINAL CONSTRUCTION DOCUMENTS

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BLDG. 75

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BLDG. 76

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SLOPE

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PLAN NORTH

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TRUE NORTH

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KEY PLAN

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AutoCAD SHX Text CONSTRUCTION 1. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PROTECTION OF PERSONS AND PROPERTY EITHER ON OR ADJACENT TO THE THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PROTECTION OF 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 6' HIGH FENCING (CHAIN LINK AND ABLE TO BE LOCKED) IN AREAS WHERE WORK IS THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING 6' 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 IS SOLELY RESPONSIBLE FOR ALL SAFETY REGULATIONS, PROGRAMS, AND PRECAUTIONS RELATED TO ALL WORK ON THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL SAFETY REGULATIONS, PROGRAMS, AND PRECAUTIONS RELATED TO ALL WORK ON THIS PROJECT. SAFETY REQUIREMENTS SHALL BE STRICTLY FOLLOWED. 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) OR 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. 8. THE CONTRACTOR SHALL INFORM THE C.O. (CONTRACTING OFFICER) OR C.O.R. (CONTRACTING OFFICER'S REPRESENTATIVE) IN WRITING, OF THE CONTRACTOR SHALL INFORM THE C.O. (CONTRACTING OFFICER) OR C.O.R. (CONTRACTING OFFICER'S REPRESENTATIVE) IN WRITING, OF ANY DEVIATION FROM THE CONTRACT DOCUMENTS. CONTRACTOR SHALL NOT BE RELIEVED OF THE RESPONSIBILITY FOR SUCH DEVIATIONS BY VIRTUE OF THE REVIEW OF SHOP DRAWINGS, PRODUCT DATA, ETC. UNLESS THE CONTRACTOR HAS SPECIFICALLY INFORMED THE C.O.R. OF SUCH DEVIATION AT TIME OF SUBMISSION, AND THE VA PROJECT CONTRACTING OFFICER'S REPRESENTATIVE HAVE GIVEN WRITTEN APPROVAL FOR THE SPECIFIC DEVIATION. 9. NO OPENINGS NOR ANY CHANGES IN SIZE, DIMENSION OR LOCATION SHALL BE MADE IN ANY ELEMENTS WITHOUT WRITTEN APPROVAL OF NO OPENINGS NOR ANY CHANGES IN SIZE, DIMENSION OR LOCATION SHALL BE MADE IN ANY ELEMENTS WITHOUT WRITTEN APPROVAL OF THE CONTRACTING OFFICER'S REPRESENTATIVE (C.O.R.). 10. THE C.O.R. SHALL BE NOTIFIED AT THE PROPER TIME WHEN ITEMS, INCLUDING MOCKS UPS, ARE READY FOR FIELD REVIEW. SUFFICIENT THE C.O.R. SHALL BE NOTIFIED AT THE PROPER TIME WHEN ITEMS, INCLUDING MOCKS UPS, ARE READY FOR FIELD REVIEW. SUFFICIENT NOTICE SHALL BE GIVEN TO ALLOW SCHEDULING OF THE FIELD REVIEW. 11. THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY OR PERMANENT REMOVAL OR LOOSENING OF ALL EXISTING WALL MOUNTED CONDUIT, THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY OR PERMANENT REMOVAL OR LOOSENING OF ALL EXISTING WALL MOUNTED CONDUIT, LIGHTS, MOUNTS, EQUIPMENT, ETC. IN AREAS THAT ARE INCLUDED IN THE SCOPE OF WORK. REINSTALL / RE-SECURE UPON COMPLETION OF NEW WORK. TEMPORARY UTILITIES SHALL BE PROVIDED IF REMOVED TO PREVENT LOSS OF SERVICE TO THE BUILDING(S). COORDINATE SHUTDOWNS WITH THE PROJECT C.O.R.. CONTRACTOR TO PROVIDE 2 WEEK REQUEST NOTIFICATION OF SYSTEM OUTAGES. 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. ADDITIONAL PROJECT INFORMATION 1. TOTAL EXISTING BUILDING GROSS AREA (B75/76 CORRIDOR): 1,911 S.F. TOTAL EXISTING BUILDING GROSS AREA (B75/76 CORRIDOR): 1,911 S.F. ±2. AREAS OF WORK: APPROXIMATELY 1,838 S.F. OF ASPHALT SHINGLES & UNDERLAYMENT REMOVED AND NEW INSTALLED. AREAS OF WORK: APPROXIMATELY 1,838 S.F. OF ASPHALT SHINGLES & UNDERLAYMENT REMOVED AND NEW INSTALLED. APPROXIMATELY 1,838 S.F. ± OF ASPHALT SHINGLES & UNDERLAYMENT REMOVED AND NEW INSTALLED.

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AutoCAD SHX Text GENERAL: : GI001 1 COVER SHEET: DRAWINGS INDEX, MAPS, GENERAL NOTES 1 COVER SHEET: DRAWINGS INDEX, MAPS, GENERAL NOTES COVER SHEET: DRAWINGS INDEX, MAPS, GENERAL NOTES GI002 2 ARCHITECTURAL ABBREVIATIONS AND SYMBOLS 002 2 ARCHITECTURAL ABBREVIATIONS AND SYMBOLS 2 ARCHITECTURAL ABBREVIATIONS AND SYMBOLS ARCHITECTURAL ABBREVIATIONS AND SYMBOLS ARCHITECTURAL: AD101 3 EXISTING CONDITIONS / DEMOLITION ROOF PLAN & SECTION 3 EXISTING CONDITIONS / DEMOLITION ROOF PLAN & SECTION EXISTING CONDITIONS / DEMOLITION ROOF PLAN & SECTION AE101 4 NEW WORK ROOF PLAN & SECTION 4 NEW WORK ROOF PLAN & SECTION NEW WORK ROOF PLAN & SECTION AE201 5 EXISTING EXTERIOR ELEVATIONS - NORTH AND SOUTH (FOR REFERENCE ONLY) 5 EXISTING EXTERIOR ELEVATIONS - NORTH AND SOUTH (FOR REFERENCE ONLY) EXISTING EXTERIOR ELEVATIONS - NORTH AND SOUTH (FOR REFERENCE ONLY) AE501 6 DETAILS6 DETAILSDETAILS

2 6

TLRCWB

GI002

ARCHITECTURAL ABBREVIATIONS

AND SYMBOLS

Approved: Associate Director

Approved: Chief of Staff

Approved: Service Chief t h r e e i n c h e e f o o t o n e a n d o n e h a l f i n c h e e f o o t o n e i n c e f o o t t h r e e q u a r t e r s i n c e f o o t o n e h a l f i n c e f o o t t h r e e e i g h t s i n c e f o o t o n e q u a r t e r i n c e f o o t o n e e i g h t i n c e f o o t

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 Revisions

Approved: Infection Control Officer

Approved: Safety Manager

Approved: GEMS Coordinator

Approved: Energy Engineer

658-16-102

04/30/2020

75-76 CORRIDOR

VA MEDICAL CENTER, SALEM, VA 24153

CORRECT BUILDING ENVELOPE SITEWIDE

102 3rd Ave., NE

Hickory, NC 28601

828.315.9962 www.atriaxgroup.com

SEAL

04/30/2020

4191RE

TERED ARCHITECT

NORT H CA ROL I N

A R L OT T E , N

. C

ES W I LL IAM BEV

FINAL CONSTRUCTION DOCUMENTS

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 EXT'G 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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FURNITURE, FIXTURE, & EQUIPMENT INDICATOR

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NORTH ARROW

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MATERIALS LEGEND

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RIGID INSULATION

AutoCAD SHX Text V V ITEM - VA SUPPLIED & INSTALLED VC ITEM - VA SUPPLIED & CONTRACTOR INSTALLED CC ITEM - CONTRACTOR SUPPLIED & INSTALLED

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AutoCAD SHX Text A-201

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DETAIL NUMBER

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SECTION INDICATOR

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DETAIL INDICATOR

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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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BRICK (EXISTING)

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EARTH (EXISTING)

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METAL DECKING

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GYPSUM BD.

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NEW DOOR / OPENING IDENTIFIER

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COLUMN GRID

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EXISTING DOOR / OPENING

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Veterans

3 6

AD101

EXISTING CONDITIONS / DEMOLITION

ROOF PLAN & SECTION

Approved: Associate Director

Approved: Chief of Staff

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 Revisions

Approved: Infection Control Officer

Approved: Safety Manager

Approved: GEMS Coordinator

Approved: Energy Engineer

658-16-102

04/30/2020

75-76 CORRIDOR

VA MEDICAL CENTER, SALEM, VA 24153

CORRECT BUILDING ENVELOPE SITEWIDE

102 3rd Ave., NE

Hickory, NC 28601

828.315.9962 www.atriaxgroup.com

SEAL

04/30/2020

4191RE

TERED ARCHITECT

NORT H CA ROL I N

A R L OT T E , N

. C

ES W I LL IAM BEV

FINAL CONSTRUCTION DOCUMENTS

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AD101

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BLDG. 76 EXT'G FIN. BSM'T. FLR. ELEV. 60.44

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1" EXP. JT. (TYP.)

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AE201

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AE201

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TOP OF PARAPET STONE CAP ELEV. 74.65 A.F.F. @ BLDG. 76

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SLOPE

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SLOPE

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EXT'G. FACE OF BRICK WALL BELOW

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BRICK WALL VENT (W.V.) (3 TOTAL)

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BLDG. 75 EXT'G BSM'T. FIN. FLR. ELEV. 60.44

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TOP OF PARAPET STONE CAP ELEV. 74.65 A.F.F. @BLDG. 75

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EXT'G. WINDOW OPENING BELOW (10 TOTAL)

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APPROXIMATE GRADE

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APPROXIMATE GRADE

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EXIST'G STONE CAP TO REMAIN

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ELEV. 74.65 A.F.F.

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FINISH BSM'T. FLR. ELEV.: 60.44 @ BLDG. 75 & 76

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BLDG. 76 BEYOND

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EXIST'G CONCEALED FLASHING TO REMAIN

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GENERAL DEMOLITION NOTES

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1. REFERENCE GI001 FOR ADDITIONAL GENERAL NOTES. REFERENCE GI001 FOR ADDITIONAL GENERAL NOTES. 2. COORDINATE ALL TERMINATIONS/DISCONNECTIONS OF COORDINATE ALL TERMINATIONS/DISCONNECTIONS OF BUILDING SYSTEMS WITH VA C.O.R.

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SHEET KEYNOTES: DEMOLITION

AutoCAD SHX Text SEE PLAN AND SECTIONAL VIEWS FOR KEYNOTES 1. LINE OF SECURITY FENCING - APPROXIMATE LOCATION. CONTRACTOR LINE OF SECURITY FENCING - APPROXIMATE LOCATION. CONTRACTOR TO ADJUST LOCATION AS SITE CONDITIONS REQUIRES. COORDINATE LOCATION w/COR. 2. REMOVE EXISTING ASPHALT SHINGLES & ROOFING FELT DOWN TO REMOVE EXISTING ASPHALT SHINGLES & ROOFING FELT DOWN TO EXISTING SHEATHING/DECKING. EXISTING METAL DRIP EDGE TO REMAIN UNLESS REMOVAL OF FASCIA BOARD IS REQUIRED. 3. REMOVE EXISTING METAL FLASHING AT ROOF EXPANSION JOINTS. REMOVE EXISTING METAL FLASHING AT ROOF EXPANSION JOINTS. 4. REMOVE EXISTING STEP FLASHING AT WALL. REMOVE EXISTING STEP FLASHING AT WALL. 5. EXISTING METAL THRU WALL/EMBEDDED FLASHING TO REMAIN. EXISTING METAL THRU WALL/EMBEDDED FLASHING TO REMAIN. REMOVE EXISTING COUNTER FLASHING AT PARAPET AS REQUIRED TO REMOVE SHINGLES AND/OR DAMAGED SHEATHING. 6. REMOVE EXISTING/DAMAGED SHEATHING/DECKING ENCOUNTERED REMOVE EXISTING/DAMAGED SHEATHING/DECKING ENCOUNTERED DURING REMOVAL OF ROOFING MATERIALS AND REPLACE WITH NEW SHEATHING OF EQUAL THICKNESS. 7. REMOVE ANY EXISTING, DAMAGED FASCIA BOARD, SOFFIT BOARD AND REMOVE ANY EXISTING, DAMAGED FASCIA BOARD, SOFFIT BOARD AND WOOD TRIM MOLDING ENCOUNTERED DURING REMOVAL OF SHINGLES.

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PLAN NORTH

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TRUE NORTH

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SCALE: 1/8" = 1'-0"

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AutoCAD SHX Text 16'

AutoCAD SHX Text 4'

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

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AutoCAD SHX Text 6"

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EXISTING CONDITIONS/DEMO SECTION

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EXISTING/DEMO ROOF PLAN

6 4

AE101

NEW WORK

ROOF PLAN & SECTION

Approved: Associate Director

Approved: Chief of Staff

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 Revisions

Approved: Infection Control Officer

Approved: Safety Manager

Approved: GEMS Coordinator

Approved: Energy Engineer

658-16-102

04/30/2020

75-76 CORRIDOR

VA MEDICAL CENTER, SALEM, VA 24153

CORRECT BUILDING ENVELOPE SITEWIDE

102 3rd Ave., NE

Hickory, NC 28601

828.315.9962 www.atriaxgroup.com

SEAL

04/30/2020

4191RE

TERED ARCHITECT

NORT H CA ROL I N

A R L OT T E , N

. C

ES W I LL IAM BEV

FINAL CONSTRUCTION DOCUMENTS

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AE101

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BLDG. 76 EXT'G FIN. BSM'T. FLR. ELEV. 60.44

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1" EXP. JT. (TYP.)

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AE201

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AE201

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TOP OF PARAPET STONE CAP ELEV. 74.65 A.F.F. @ BLDG. 76

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SLOPE

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SLOPE

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EXT'G. FACE OF BRICK WALL BELOW

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BRICK WALL VENT (W.V.) (3 TOTAL)

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BLDG. 75 EXT'G BSM'T. FIN. FLR. ELEV. 60.44

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TOP OF PARAPET STONE CAP ELEV. 74.65 A.F.F. @BLDG. 75

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EXT'G. WINDOW OPENING BELOW (10 TOTAL)

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AE501

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AutoCAD SHX Text EXIST'G 2x6 JOIST TO REMAIN

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ELEV. 74.65 A.F.F.

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FINISH BSM'T. FLR. ELEV.: 60.44 @ BLDG. 75 & 76

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EXIST'G CONCEALED FLASHING TO REMAIN

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AE501

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AE501

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GENERAL NEW WORK NOTES

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SHEET KEYNOTES: NEW WORK

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AutoCAD SHX Text SEE PLAN AND SECTIONAL VIEWS FOR KEYNOTES 1. LINE OF SECURITY FENCING - APPROXIMATE LOCATION. CONTRACTOR LINE OF SECURITY FENCING - APPROXIMATE LOCATION. CONTRACTOR TO ADJUST LOCATION AS SITE CONDITIONS REQUIRES. COORDINATE LOCATION w/COR. 2. INSTALL NEW PLYWOOD DECKING/SHEATHING TO REPLACE DAMAGED INSTALL NEW PLYWOOD DECKING/SHEATHING TO REPLACE DAMAGED ENCOUNTERED DURING DEMOLITION. THICKNESS TO MATCH EXISTING. INSTALL PLYWOOD IN 48" MIN. WIDE SHEETS. 3. INSTALL NEW COPPER FLASHING AT EXPANSION JOINTS. INSTALL INSTALL NEW COPPER FLASHING AT EXPANSION JOINTS. INSTALL NEW FOAM BACKER ROD IN EXPANSION JOINT AND SEAL WITH POLY-URETHANE SEALANT. SEE DETAILS ON AE501. 4. INSTALL NEW, FULLY-ADHERED ICE AND WATER SHIELD INSTALL NEW, FULLY-ADHERED ICE AND WATER SHIELD UNDERLAYMENT OVER ENTIRE ROOF AREA TO BE SHINGLED. INSTALL NEW ASPHALT SHINGLES. SHINGLE STYLE/TYPE AND COLOR TO BE SELECTED BY COR. 5. INSTALL NEW COPPER WALL FLASHING / COUNTER FLASHING. INSTALL NEW COPPER WALL FLASHING / COUNTER FLASHING. SEE DETAIL ON AE501. 6. INSTALL NEW FASCIA BOARD, SOFFIT BOARD AND WOOD TRIM INSTALL NEW FASCIA BOARD, SOFFIT BOARD AND WOOD TRIM MOLDING AS REQUIRED TO REPLACE REMOVED, DAMAGED WOOD. PROFILE, SIZE AND SHAPE TO MATCH EXISTING. REPLACE IN 8' MIN. LENGTHS. RE-INSTALL METAL DRIP EDGE AS REQUIRED.

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PLAN NORTH

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TRUE NORTH

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SCALE: 1/8" = 1'-0"

AutoCAD SHX Text 8'

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AutoCAD SHX Text 16'

AutoCAD SHX Text 4'

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

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AutoCAD SHX Text 6"

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NEW WORK SECTION

AutoCAD SHX Text Affairs

AutoCAD SHX Text Veterans

NEW WORK ROOF PLAN

5 6

TLREHH

AE201

EXISTING EXTERIOR ELEVATIONS

FOR REFERENCE ONLY

Approved: Associate Director

Approved: Chief of Staff

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 Revisions

Approved: Infection Control Officer

Approved: Safety Manager

Approved: GEMS Coordinator

Approved: Energy Engineer

658-16-102

04/30/2020

75-76 CORRIDOR

VA MEDICAL CENTER, SALEM, VA 24153

CORRECT BUILDING ENVELOPE SITEWIDE

102 3rd Ave., NE

Hickory, NC 28601

828.315.9962 www.atriaxgroup.com

SEAL

04/30/2020

4191RE

TERED ARCHITECT

NORT H CA ROL I N

A R L OT T E , N

. C

ES W I LL IAM BEV

FINAL CONSTRUCTION DOCUMENTS

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BLDG. 76

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BUILDING 75 EXT'G. FIN. FL. ELEV. 60.44

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BLDG. 75

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BUILDING 76 EXT'G FIN. FL. ELEV. 60.44

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TOP OF PARAPET STONE CAP ELEV. 74.65

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APPROXIMATE LINE OF EXISTING FIN. FLR.

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FACE OF WALL

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FACE OF WALL

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EXP. JT.

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STONE CAP BLOCKS (TYP.)

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BRICK VENEER

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BRICK VENEER

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BRICK VENEER

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APPROXIMATE LINE OF EXISTING FIN. GRADE

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BLDG. 76

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BUILDING 75 EXT'G. FIN. FL. ELEV. 60.44

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BLDG. 75

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BUILDING 76 EXT'G FIN. FL. ELEV. 60.44

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TOP OF PARAPET STONE CAP ELEV. 74.65

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APPROXIMATE LINE OF EXISTING FIN. FLR.

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FACE OF WALL

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FACE OF WALL

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EXP. JT.

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BRICK WALL VENT (3)

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BRICK VENEER

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BRICK VENEER

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BRICK VENEER

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APPROXIMATE LINE OF EXISTING FIN. GRADE

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APPROXIMATE LINE OF EXISTING FIN. GRADE

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STONE CAP BLOCKS (TYP.)

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EXP. JT.

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SCALE: 3/16" = 1'-0"

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GENERAL NOTES

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1. EXISTING ELEVATIONS SHOWN ON DRAWINGS ARE BASED ON INFORMATION FROM ORIGINAL EXISTING ELEVATIONS SHOWN ON DRAWINGS ARE BASED ON INFORMATION FROM ORIGINAL DRAWINGS AND ARE SHOWN FOR REFERENCE. THE G.C. TO VERIFY EXISTING CONDITIONS IN THE FIELD.

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SCALE: 3/16" = 1'-0"

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EXISTING EXTERIOR ELEVATION

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EXISTING EXTERIOR ELEVATION

AutoCAD SHX Text Affairs

Veterans

6 6

AE501

DETAILS

Approved: Associate Director

Approved: Chief of Staff

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 Revisions

Approved: Infection Control Officer

Approved: Safety Manager

Approved: GEMS Coordinator

Approved: Energy Engineer

658-16-102

04/30/2020

75-76 CORRIDOR

VA MEDICAL CENTER, SALEM, VA 24153

CORRECT BUILDING ENVELOPE SITEWIDE

102 3rd Ave., NE

Hickory, NC 28601

828.315.9962 www.atriaxgroup.com

SEAL

04/30/2020

4191RE

TERED ARCHITECT

NORT H CA ROL I N

A R L OT T E , N

. C

ES W I LL IAM BEV

FINAL CONSTRUCTION DOCUMENTS

AutoCAD SHX Text SHEET KEYNOTES: # # 1. EXISTING MASONRY WALLS (BRICK OR BRICK AND CONCRETE) EXISTING MASONRY WALLS (BRICK OR BRICK AND CONCRETE) 2. INSTALL COMPRESSIBLE BACKER ROD. FILL EXPANSION JOINT w/ JOINT SEALANT. INSTALL COMPRESSIBLE BACKER ROD. FILL EXPANSION JOINT w/ JOINT SEALANT. FILL EXPANSION JOINT w/ JOINT SEALANT. REFERENCE SPECIFICATION SECTION 07 92 00 3. EXISTING ROOF STRUCTURE. REPLACE DECKING AS REQUIRED. EXISTING ROOF STRUCTURE. REPLACE DECKING AS REQUIRED. . REPLACE DECKING AS REQUIRED. 4. INSTALL NEW, FULLY-ADHERED ICE AND WATER SHIELD UNDERLAYMENT OVER INSTALL NEW, FULLY-ADHERED ICE AND WATER SHIELD UNDERLAYMENT OVER ENTIRE ROOF AREA TO BE SHINGLED. 5. NEW COPPER EXPANSION JOINT FLASHING. ANCHOR TO STRUCTURE ON ONE NEW COPPER EXPANSION JOINT FLASHING. ANCHOR TO STRUCTURE ON ONE SIDE OF EXPANSION JOINT. 6. INSTALL NEW ASPHALT SHINGLES. SHINGLE STYLE/TYPE AND COLOR TO BE INSTALL NEW ASPHALT SHINGLES. SHINGLE STYLE/TYPE AND COLOR TO BE SELECTED BY COR. 7. NOT USED NOT USED 8. NOT USED NOT USED 9. INSTALL NEW FASCIA BOARD, SOFFIT BOARD AND WOOD TRIM MOLDING AS INSTALL NEW FASCIA BOARD, SOFFIT BOARD AND WOOD TRIM MOLDING AS REQUIRED TO REPLACE REMOVED, DAMAGED WOOD. PROFILE, SIZE AND SHAPE TO MATCH EXISTING. REPLACE IN 8' MIN. LENGTHS. 10. INSTALL NEW METAL DRIP EDGE. NEW TO MATCH EXISTING GAUGE AND PROFILE. INSTALL NEW METAL DRIP EDGE. NEW TO MATCH EXISTING GAUGE AND PROFILE. 11. EXIST COUNTER / THRU WALL FLASHING TO REMAIN. BEND FLASHING UP TO EXIST COUNTER / THRU WALL FLASHING TO REMAIN. BEND FLASHING UP TO REMOVE BASE FLASHING. INSTALL NEW BASE FLASHING.

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SCALE: 3" = 1'-0"

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WALL EXPANSION JOINT DETAIL (TYP.)

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SCALE: 3" = 1'-0"

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ROOF EXPANSION JOINT DETAIL

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SCALE: 3" = 1'-0"

AutoCAD SHX Text 6"

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EAVE AND FASCIA DETAIL

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SCALE: 3" = 1'-0"

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PARAPET DETAIL

658.16.102.75_76 CORR.GI001

Sheets and Views

GI001

658.16.102.75_76 CORR.GI002

Sheets and Views

GI002

658.16.102.75_76 CORR.AD101

Sheets and Views

AD101

658.16.102.75_76 CORR.AE101

Sheets and Views

AE101

658.16.102.75_76 CORR.AE201

Sheets and Views

AE201

658.16.102.75_76 CORR.AE501

Sheets and Views

AE501

File details come from the government source that posted it. Updated Oct 19, 2021.