36C24619R0051-004.pdf

PDF 7 MB Posted Jan 24, 2019

Attached to: Upgrade Roofs and Tuckpoints (VA-19-00015851)
Solicitation number: 36C24619R0051
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 6

About this file

From the source

36C24619R0051 658-16-101 FINAL DRAWINGS.pdf

View the file

Other files

File	Type	Posted
36C24619R0051-0005001.pdf	PDF	Feb 19, 2019
36C24619R0051-0005000.docx	DOCX document	Feb 19, 2019
36C24619R0051-0004001.txt	TXT text file	Feb 15, 2019
36C24619R0051-0004000.docx	DOCX document	Feb 15, 2019
36C24619R0051-0003000.docx	DOCX document	Feb 14, 2019
36C24619R0051-0003001.pdf	PDF	Feb 14, 2019
36C24619R0051-0002000.docx	DOCX document	Feb 1, 2019
36C24619R0051-0001001.pdf	PDF	Feb 1, 2019
36C24619R0051-0001000.docx	DOCX document	Feb 1, 2019
36C24619R0051-001.xlsx	XLSX spreadsheet	Jan 24, 2019
36C24619R0051-003.pdf	PDF	Jan 24, 2019
36C24619R0051-002.pdf	PDF	Jan 24, 2019
36C24619R0051-000.docx	DOCX document	Jan 24, 2019
36C24619R0051_2.docx	DOCX document	Jan 14, 2019

Show all 14

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

PROJECT SITE LOCATION

SALEM VA MEDICAL CENTER, SALEM, VA.

NTS

1 2

TLRWCB

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 5)

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

658-16-101

22 OCT 2018

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 #450

Charlotte, NC 28217

704.535.6374 www.wmba.net

FINAL CONSTRUCTION DOCUMENTS

Quality Consulting

Engineers, PLLC

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

803.207.5450 djones@qualityconsultingengineers.com

4191RE

TERED ARCHITECT

NORT H CA ROL I N

A R L OT T E , N

. C

ES W I LL IAM BEV

10/22/2018

AutoCAD SHX Text

AutoCAD SHX Text 2A

AutoCAD SHX Text

AutoCAD SHX Text Diamond

AutoCAD SHX Text Baseball

AutoCAD SHX Text

AutoCAD SHX Text '_zoom _w

AutoCAD SHX Text

BUILDING 143

AutoCAD SHX Text

TO BUILDINGS 146, 144 & 12

AutoCAD SHX Text

PLAN NORTH

AutoCAD SHX Text

TRUE NORTH

AutoCAD SHX Text

KEY PLAN

AutoCAD SHX Text

NTS

AutoCAD SHX Text GENERAL: : GI001 1 of 2 COVER SHEET: DRAWINGS INDEX, MAPS, GENERAL NOTES 1 of 2 COVER SHEET: DRAWINGS INDEX, MAPS, GENERAL NOTES COVER SHEET: DRAWINGS INDEX, MAPS, GENERAL NOTES GI002 2 of 2 ARCHITECTURAL ABBREVIATIONS AND SYMBOLS 002 2 of 2 ARCHITECTURAL ABBREVIATIONS AND SYMBOLS 2 of 2 ARCHITECTURAL ABBREVIATIONS AND SYMBOLS ARCHITECTURAL ABBREVIATIONS AND SYMBOLS ARCHITECTURAL: AD101 1 of 12 DEMOLITION PLANS 1 of 12 DEMOLITION PLANS DEMOLITION PLANS AD201 2 of 12 DEMOLITION ELEVATIONS 2 of 12 DEMOLITION ELEVATIONS DEMOLITION ELEVATIONS AE100 3 of 12 EXIT PROTECTION PLAN 3 of 12 EXIT PROTECTION PLAN EXIT PROTECTION PLAN AE101 4 of 12 NEW ATTIC AND ROOF PLANS 4 of 12 NEW ATTIC AND ROOF PLANS NEW ATTIC AND ROOF PLANS AE101A 5 of 12 SNOW GUARD LOCATIONS ROOF PLAN 5 of 12 SNOW GUARD LOCATIONS ROOF PLAN SNOW GUARD LOCATIONS ROOF PLAN AE201 6 of 12 EXTERIOR ELEVATIONS 6 of 12 EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS AE301 7 of 12 ROOFING DETAILS 7 of 12 ROOFING DETAILS ROOFING DETAILS AE302 8 of 12 ROOFING DETAILS 8 of 12 ROOFING DETAILS ROOFING DETAILS AE303 9 of 12 ROOFING DETAILS 9 of 12 ROOFING DETAILS ROOFING DETAILS AE304 10 of 12 ROOFING DETAILS 10 of 12 ROOFING DETAILS ROOFING DETAILS AE305 11 of 12 ROOFING DETAILS 11 of 12 ROOFING DETAILS ROOFING DETAILS AE306 12 of 12 ROOFING DETAILS - FLAT ROOF 12 of 12 ROOFING DETAILS - FLAT ROOF ROOFING DETAILS - FLAT ROOF ELECTRICAL: E-101 1 OF 3 ELECTRICAL - SITE PLAN - LPS 1 OF 3 ELECTRICAL - SITE PLAN - LPS ELECTRICAL - SITE PLAN - LPS E-401 2 OF 3 ELECTRICAL - ROOF PLAN - LPS 2 OF 3 ELECTRICAL - ROOF PLAN - LPS ELECTRICAL - ROOF PLAN - LPS E-801 3 OF 3 ELECTRICAL - LPS DETAILS 3 OF 3 ELECTRICAL - LPS DETAILS ELECTRICAL - LPS DETAILS TOTAL: 1717

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.

AutoCAD SHX Text Affairs

AutoCAD SHX Text Veterans

2 2

TLRWCB

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

658-16-101

22 OCT 2018

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 #450

Charlotte, NC 28217

704.535.6374 www.wmba.net

FINAL CONSTRUCTION DOCUMENTS

Quality Consulting

Engineers, PLLC

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

803.207.5450 djones@qualityconsultingengineers.com

4191RE

TERED ARCHITECT

NORT H CA ROL I N

A R L OT T E , N

. C

ES W I LL IAM BEV

10/22/2018

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

AutoCAD SHX Text STANDARD ABBREVIATIONS (NOTE: NOT ALL ABBREVIATIONS ARE USED WITH THIS PROJECT) (NOTE: NOT ALL ABBREVIATIONS ARE USED WITH THIS PROJECT)(NOTE: NOT ALL ABBREVIATIONS ARE USED WITH THIS PROJECT)

AutoCAD SHX Text

VTR

AutoCAD SHX Text

VENT THROUGH ROOF

AutoCAD SHX Text

CONTRACT LIMIT LINE

AutoCAD SHX Text

DEMOLITION LINE

AutoCAD SHX Text

ELEVATION INDICATOR

AutoCAD SHX Text

CENTER LINE INDICATOR

AutoCAD SHX Text

EXISTING TO REMAIN LINE

AutoCAD SHX Text

FEATURES ABOVE LINE INDICATOR

AutoCAD SHX Text

NEW LINE

AutoCAD SHX Text

BREAK, STRAIGHT (SEE SECTION INDICATORS, BUILDING, WITH BREAK STANDARDS)

AutoCAD SHX Text

DETAIL INDICATOR

AutoCAD SHX Text

DETAIL INDICATOR

AutoCAD SHX Text

DETAIL INDICATOR FOR SMALL CONDITIONS

AutoCAD SHX Text

DIMENSION LINE

AutoCAD SHX Text

DRAWING BLOCK TITLE, TYPICAL

AutoCAD SHX Text

ELEVATION INDICATOR, EXTERIOR

AutoCAD SHX Text ARCHITECTURAL SYMBOLS (NOTE: NOT ALL SYMBOLS ARE USED WITH THIS PROJECT)(NOTE: NOT ALL SYMBOLS ARE USED WITH THIS PROJECT)

AutoCAD SHX Text

CENTER LINE

AutoCAD SHX Text

FURNITURE, FIXTURE, & EQUIPMENT INDICATOR

AutoCAD SHX Text

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

AutoCAD SHX Text

DRAWING BLOCK TITLE

AutoCAD SHX Text 1 1/2" = 1'-0"

AutoCAD SHX Text C4

AutoCAD SHX Text 1 1/2'

AutoCAD SHX Text 1/2'

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text A-201

AutoCAD SHX Text A4

AutoCAD SHX Text

AutoCAD SHX Text 16'

AutoCAD SHX Text 8'

AutoCAD SHX Text 4'

AutoCAD SHX Text

AutoCAD SHX Text A-201

AutoCAD SHX Text A4

AutoCAD SHX Text A-512

AutoCAD SHX Text D2

AutoCAD SHX Text A-512

AutoCAD SHX Text D2

AutoCAD SHX Text A-512

AutoCAD SHX Text D2

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

KEYNOTE

AutoCAD SHX Text

NORTH ARROW

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

MATERIALS LEGEND

AutoCAD SHX Text

RIGID INSULATION

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

AutoCAD SHX Text A4

AutoCAD SHX Text A-201

AutoCAD SHX Text

DETAIL NUMBER

AutoCAD SHX Text

AutoCAD SHX Text A4.3

AutoCAD SHX Text

SECTION INDICATOR

AutoCAD SHX Text

DETAIL INDICATOR

AutoCAD SHX Text

SHEET WHERE REFERENCED OR DRAWN

AutoCAD SHX Text

BATT INSULATION

AutoCAD SHX Text

CONCRETE (EXISTING)

AutoCAD SHX Text

BRICK (EXISTING)

AutoCAD SHX Text

EARTH (EXISTING)

AutoCAD SHX Text

METAL DECKING

AutoCAD SHX Text

GYPSUM BD.

AutoCAD SHX Text A

AutoCAD SHX Text

COLUMN GRID

AutoCAD SHX Text

EXISTING DOOR / OPENING

AutoCAD SHX Text Affairs

AutoCAD SHX Text Veterans

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 5 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 THE GENERAL PUBLIC.

AD201

F1 AD

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

D-5 D-5

D-3

ATTIC SPACE

D-10

D-4 D-4

D-11

D-1

D-11

D-1

AD201

F1 AD

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

D-1

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

D-1 D-1 D-1

D-2

D-2 D-2

D-2

D-2 D-2

D-2D-2

D-2

D-7D-7

D-10

D-6 D-6

D-6

D-6D-6

D-6

EXISTING RAMP TO REMAIN

EXISTING

CONNECTING

CORRIDOR TO

REMAIN

D-3

D-1

D-2

D-4D-4

D-13 D-13

D-13

D-12

D-12 D-12

D-12

1. DEMOLISH EXISTING SLATE ROOF TILES AND ALL DAMAGED WOOD SUBSTRATE.

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

3. REMOVE FABRIC AWNING PRIOR TO ROOF DEMOLITION. REINSTALL IN SAME

LOCATION.

4. REMOVE METAL AWNING PRIOR TO ROOF DEMOLITION. REINSTALL IN SAME

LOCATION.

5. DEMOLISH EXISTING DORMER LOUVERS & WOOD TRIM.

6. DEMOLISH INTEGRAL GUTTER & COPPER COVER.

7. DEMOLISH EXISTING COPPER CHIMNEY CAP.

8. DEMOLISH EXISTING DOWNSPOUTS.

9. DEMOLISH EXISTING SLATE TILE FROM VERTICAL SURFACE OF DORMER.

10. DEMOLISH EXISTING ASPHALT ROOF & COPING.

11. DEMOLISH EXISTING CEMEMTITIOUS FINISH MATERIAL ON TOP OF ROOFING.

12. 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.

13. REMOVE UP TO 100LF (LINEAR FEET) OF WOOD CORNICE AT THE GABLE ENDS THAT IS

DETERIORATED BEYOND THE ABILITY TO SCRAPE/PRIME/REPAINT.

D-#

FINAL CONSTRUCTION DOCUMENTS

Af fa ir s

Ve te ra ns

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 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

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 12

1 2 3 4 5 6 7 8

658-16-101

C :\U se rs

\s c h ei ke la r d

\D oc u m en ts \3

S al em b ld g

R oo f R e p la ce m en t_ Ar c h _S ar a C he ik el ar d.

rv t

/2 2/

M DEMOLITION PLANS

22 OCTOBER 2018

AD101

BSR PDH

DEMOLITION GENERAL NOTES

1/8" = 1'-0"C1 FLR - ATTIC SLAB - DEMO

1/8" = 1'-0"F1 FLR - ROOF - DEMO

DEMOLITION ROOF KEYED NOTES

1/16" = 1'-0"F7 FLR - ROOF - NEW PHASING

NOTE: GC TO FOLLOW PHASING & PROPOSE SCHEDULES

WITH THEIR BID.

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 5 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 THE GENERAL PUBLIC.

BASEMENT LEVEL

78'-0"

LEVEL 01

89'-0"

LEVEL 02

101'-0"

ATTIC SLAB

112'-7"

TOP OF CHIMNEY

138'-11 1/2"

D-1

D-8

D-1

D-7

D-1

D-8

'-4

'-7

'-0

D-6

D-6D-6

D-3

D-10

D-12

D-12D-12D-12

BASEMENT LEVEL

78'-0"

LEVEL 01

89'-0"

LEVEL 02

101'-0"

ATTIC SLAB

112'-7"

TOP OF CHIMNEY

138'-11 1/2"

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

D-1

D-7

D-1

D-8

D-7

D-5D-5

D-2 D-2

D-2D-2

D-1

'-0

'-7

'-4

D-6D-6

D-6

D-3

D-6 D-6

D-4 D-4

D-11

D-12 D-12 D-12

D-13 D-13

D-12

BASEMENT LEVEL

78'-0"

LEVEL 01

89'-0"

LEVEL 02

101'-0"

ATTIC SLAB

112'-7"

TOP OF CHIMNEY

138'-11 1/2"

D-7

D-2

D-5

D-1

D-5

D-1D-1D-1

D-5

D-1

D-5

D-1

D-8

D-1

D-8

D-10

D-7

D-2

D-8

D-8 D-8

'-4

'-7

'-0

D-6

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

D-12

D-13

D-12

D-13 D-13

D-12 D-12

D-12

D-12 D-12

BASEMENT LEVEL

78'-0"

LEVEL 01

89'-0"

LEVEL 02

101'-0"

ATTIC SLAB

112'-7"

TOP OF CHIMNEY

138'-11 1/2"

D-10

D-1

D-7

D-1

D-8D-8

D-2D-2

D-1 26 '-4

'-7

'-0

D-6

D-6D-6

D-6

D-10

D-3

D-13

D-12

D-12 D-12

D-12

1. DEMOLISH EXISTING SLATE ROOF TILES AND ALL DAMAGED WOOD SUBSTRATE.

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

3. REMOVE FABRIC AWNING PRIOR TO ROOF DEMOLITION. REINSTALL IN SAME

LOCATION.

4. REMOVE METAL AWNING PRIOR TO ROOF DEMOLITION. REINSTALL IN SAME

LOCATION.

5. DEMOLISH EXISTING DORMER LOUVERS & WOOD TRIM.

6. DEMOLISH INTEGRAL GUTTER & COPPER COVER.

7. DEMOLISH EXISTING COPPER CHIMNEY CAP.

8. DEMOLISH EXISTING DOWNSPOUTS.

9. DEMOLISH EXISTING SLATE TILE FROM VERTICAL SURFACE OF DORMER.

10. DEMOLISH EXISTING ASPHALT ROOF & COPING.

11. DEMOLISH EXISTING CEMEMTITIOUS FINISH MATERIAL ON TOP OF ROOFING.

12. 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.

13. REMOVE UP TO 100LF (LINEAR FEET) OF WOOD CORNICE AT THE GABLE ENDS THAT IS

DETERIORATED BEYOND THE ABILITY TO SCRAPE/PRIME/REPAINT.

D-#

FINAL CONSTRUCTION DOCUMENTS

Af fa ir s

Ve te ra ns

Approved: Infection Control Officer

Approved: Safety Manager

Approved: GEMS Coordinator

Approved: Energy Engineer

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

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 12

1 2 3 4 5 6 7 8

658-16-101

C :\U se rs

\s c h ei ke la r d

\D oc u m en ts \3

S al em b ld g

R oo f R e p la ce m en t_ Ar c h _S ar a C he ik el ar d.

rv t

/2 2/

M DEMOLITION ELEVATIONS

22 OCTOBER 2018

AD201

BSR PDH

DEMOLITION GENERAL NOTES

1/8" = 1'-0"D1 NORTHEAST ELEVATION DEMO

1/8" = 1'-0"D4 NORTHWEST ELEVATION DEMO

1/8" = 1'-0"F4 SOUTHEAST ELEVATION DEMO

1/8" = 1'-0"F1 SOUTHWEST ELEVATION DEMO

DEMOLITION ROOF KEYED NOTES

EXISTING RAMP TO REMAIN

EXISTING

CONNECTING

CORRIDOR TO

REMAIN

EXISTING BUILDING

1 HR FIRE RATED ENCLOSURE TO 10' AWAY

FROM BUILDING PERIMETER FOR

OVERHEAD PROTECTION. MAINTAIN 4'

INSIDE CLEAR MINIMUM.

EXIT

10' BUILDING PERIMETER

4'-0"4'-0"

4'-0" 4'-0"

NOTE: BUILDING 5 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 THE GENERAL PUBLIC.

FINAL CONSTRUCTION DOCUMENTS

Af fa ir s

Ve te ra ns

Approved: Infection Control Officer

Approved: Safety Manager

Approved: GEMS Coordinator

Approved: Energy Engineer

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

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 12

1 2 3 4 5 6 7 8

658-16-101

C :\U se rs

\s c h ei ke la r d

\D oc u m en ts \3

S al em b ld g

R oo f R e p la ce m en t_ Ar c h _S ar a C he ik el ar d.

rv t

/2 0/

AM EXIT PROTECTION PLAN

22 OCTOBER 2018

AE100

Designer Checker

1/8" = 1'-0"F1 SITE - LEVEL 01 - NEW

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 COPPER INTEGRAL GUTTER.

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

6. INSTALL NEW DRIP EDGE ONLY.

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

8. INSTALL NEW DOWNSPOUTS.

9. REINSTALL BUILDING SIGNAGE. .

10. REINSTALL METAL CANOPIES.

11. REINSTALL FABRIC AWNING.

12. INSTALL NEW PEDESTRIAN TRAFFIC COATING (PRIME AND WEARING COATS). PREPARE SURFACE AS REQUIRED TO

RECEIVE COATING.

13. REPLACE UP TO 250LF (LINEAR FEET) OF WOOD CORNICE BELOW THE BUILT-IN COPPER GUTTER TO MATCH THE EXISTING CORNICE IN PROFILE AND FINISH, THE REMAINING CORNICE IS TO BE SCRAPED, PRIMED, AND PAINTED.

14. 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.

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

AE201

F1 AE

2'-10"

1 1 1

2'-10 1/2"

'-8

2'-10 1/2"

6 6 6

AE201

F1 AE

1 33

2 2 2

7 777 7 7

7 7777 7

AE303

TYP

AE304

TYP

AE303

TYP

AE303

TYP

AE303

TYP

AE303

TYP

AE304

TYP

AE101

AE304

TYP

AE304

TYP

AE303

TYP

AE303

TYP

AE303

TYP

AE303

TYP

AE303

TYP

AE304

TYP

AE303

TYP

AE303

TYP

AE303

TYP

AE303

TYP

AE304

TYP

AE304

TYP

AE303

TYP

AE303

TYP

AE303

TYP

AE304

TYP

EXISTING RAMP TO REMAIN

EXISTING

CONNECTING

CORRIDOR TO

REMAIN

4 4

AE101

4'-0" 28'-6 3/8" 28'-10 7/8" 17'-0 1/2" 28'-11 1/8" 28'-5 7/8" 4'-0 5/8" 4'-0"

7' -9

'-1

3/ 8"

7' -8

AE304

TYP

6 14

614 14

AE303

TYP

AE303

TYP

AE303

TYP

AE303

TYP

AE306

ETR ROOF HATCH

ETR ROOF DRAIN

ETR E.F.

ETR COPPER ROOFING BELOW

VIF

19'-11 1/4"

FINAL CONSTRUCTION DOCUMENTS

Af fa ir s

Ve te ra ns

Approved: Infection Control Officer

Approved: Safety Manager

Approved: GEMS Coordinator

Approved: Energy Engineer

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

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 12

1 2 3 4 5 6 7 8

658-16-101

C :\U se rs

\s c h ei ke la r d

\D oc u m en ts \3

S al em b ld g

R oo f R e p la ce m en t_ Ar c h _S ar a C he ik el ar d.

rv t

/2 0/

AM NEW ATTIC AND ROOF PLANS

22 OCTOBER 2018

AE101

BSR PDH

KEYED NOTES - NEW WORK

1/8" = 1'-0"C1 FLR - ATTIC SLAB - NEW

1/8" = 1'-0"F1 FLR - ROOF - NEW

1/4" = 1'-0"C6 FLR - ROOF - NEW - ENLARGED DORMER PLAN

1/4" = 1'-0"E7 ENLARGED FLAT ROOF PLAN

EXISTING RAMP TO REMAIN

EXISTING

CONNECTING

CORRIDOR TO

REMAIN

ETR AWNING ETR AWNING

SNOW GUARD LOCATIONS

AE101A

TYP

4 1/8"

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'-5 1/2"

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

FINAL CONSTRUCTION DOCUMENTS

Af fa ir s

Ve te ra ns

Approved: Infection Control Officer

Approved: Safety Manager

Approved: GEMS Coordinator

Approved: Energy Engineer

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

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 12

1 2 3 4 5 6 7 8

658-16-101

C :\U se rs

\s c h ei ke la r d

\D oc u m en ts \3

S al em b ld g

R oo f R e p la ce m en t_ Ar c h _S ar a C he ik el ar d.

rv t

/2 0/

AM SNOW GUARD LOCATIONS ROOF PLAN

22 OCTOBER 2018

AE101A

SEC PDH

1/8" = 1'-0"F1 FLR - ROOF - NEW SNOW GUARD LOCATIONS PLAN

3" = 1'-0"F7 TYPICAL SNOWGUARD BRACKET

3" = 1'-0"E7 TYPICAL SNOWGUARD LAYOUT

BASEMENT LEVEL

78'-0"

LEVEL 01

89'-0"

LEVEL 02

101'-0"

ATTIC SLAB

112'-7"

TOP OF CHIMNEY

138'-11 1/2"

2 2

8 8

AE304

TYP

AE304

TYP

AE304

TYP

'-4

'-7

'-0

ETR BRICK

ETR STONE

AE305

BASEMENT LEVEL

78'-0"

LEVEL 01

89'-0"

LEVEL 02

101'-0"

ATTIC SLAB

112'-7"

TOP OF CHIMNEY

138'-11 1/2"

1 1

7 7

AE302

TYP

AE304

TYP

AE304

TYP

BUILDING GRADE

STREET GRADE

ETR RETAINING

WALL

'-0

'-7

'-4

ETR BRICK

ETR STONE

ETR RAMP

4 4 4

AE305

TYP

AE304

TYP

13 13

BASEMENT LEVEL

78'-0"

LEVEL 01

89'-0"

LEVEL 02

101'-0"

ATTIC SLAB

112'-7"

TOP OF CHIMNEY

138'-11 1/2"

3 3

2 25

7 77 77

2 2 2 22 2

8 8

AE302

TYP

AE304

TYP

AE304

TYP

AE304

TYP

'-4

'-7

'-0

ETR BRICK

ETR STONE

6 6

AE305

TYP

15 15

BASEMENT LEVEL

78'-0"

LEVEL 01

89'-0"

LEVEL 02

101'-0"

ATTIC SLAB

112'-7"

TOP OF CHIMNEY

138'-11 1/2"

2 5

AE304

TYP

AE304

TYP

AE304

TYP

'-4

'-7

'-0

ETR BRICK

ETR STONE

NEW SLATE ROOF

AE305

13 13

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 COPPER INTEGRAL GUTTER.

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

6. INSTALL NEW DRIP EDGE ONLY.

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

8. INSTALL NEW DOWNSPOUTS.

9. REINSTALL BUILDING SIGNAGE. .

10. REINSTALL METAL CANOPIES.

11. REINSTALL FABRIC AWNING.

12. INSTALL NEW PEDESTRIAN TRAFFIC COATING (PRIME AND WEARING COATS). PREPARE SURFACE AS REQUIRED TO

RECEIVE COATING.

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

FINAL CONSTRUCTION DOCUMENTS

Af fa ir s

Ve te ra ns

Approved: Infection Control Officer

Approved: Safety Manager

Approved: GEMS Coordinator

Approved: Energy Engineer

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

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 12

1 2 3 4 5 6 7 8

658-16-101

C :\U se rs

\s c h ei ke la r d

\D oc u m en ts \3

S al em b ld g

R oo f R e p la ce m en t_ Ar c h _S ar a C he ik el ar d.

rv t

/2 0/

AM EXTERIOR ELEVATIONS

22 OCTOBER 2018

AE201

ANG PDH

1/8" = 1'-0"C1 NORTHEAST ELEVATION

1/8" = 1'-0"C4 NORTHWEST ELEVATION

1/8" = 1'-0"F4 SOUTHEAST ELEVATION

1/8" = 1'-0"F1 SOUTHWEST ELEVATION

KEYED NOTES - NEW WORK

EXISTING T&G SHEATHING

WALL UNDERLAYMENT

EXISTING T&G DECKING

ICE/WATER SHIELD

UNDERLAYMENT

BASE FLASHING (TYP)

1" T

O G

ICE/WATER SHIELD UNDERLAYMENT, TYP

SLATE SHINGLES

COPPER DRIP EDGE WITH

INTEGRAL CANT. MECH

ATTACHED @ 6" O.C AND

SET IN WATER CUT-OFF

MASTIC

WOOD FASCIA

METAL LOUVERS

3/ 8"

COPPER FLASHING.

MECH. ATTACHED @

6" O.C AND SET IN

WATER CUT-OFF MASTIC

SLATE SHINGLES

ICE/WATER SHIELD

UNDERLAYMENT, TYP

EXISTING T&G

DECKING

EXISTING FRAMING

VIF

AE301

FIELD SLATE SHINGLES

RAKE FLASHING (TYP.)

ICE/WATER SHIELD

UNDERLAYMENT

EXISTING T&G DECKING

TYP

6" MIN

1"±

ICE/WATER SHIELD

UNDERLAYMENT

FIELD SLATE

SHINGLES

EXISTING T&G

DECKING

NAIL @ 16" O.CEXISTING RAKE

BOARD

RAKE FLASHING

TYP

RAGGLE (SAW CUT)

1 1/2" MIN

HOOK DAM

LEAD WEDGE

BACKER ROD

AND SEALANT

COUNTERFLASHING (TYP.)

BASE FLASHING (TYP.)

1/2" HEM

ICE/WATER SHIELD

UNDERLAYMENT

EXISTING T&G DECKING

EXISTING

MASONRY

WALL

NGTH

EXPOSURE

+ H

EADLA

+ 1 " T

O 2"

AILI

FLA

NGE)

MIN.

1/4 " T

O 1/ 2"

NAIL BASE FLASHING

ABOVE TOP EDGE OF

SLATE.

EXISTING T&G DECKING

BASE FLASHING (TYP.)

ALTERNATIVE NAIL LOCATION

FIELD SLATE SHINGLES

ICE/WATER

SHIELD UNDERLAYMENT

8" M

1' -0

" M

MIN

. L

MIN

8" M

1/2" TO

1" GAP1/2"

HEM

IF THE COUNTERFLASHING HEIGHT IS GREATER

THAN 8", A HEAVY GAUGE COPPER CLIP

SHALL

BE SOLDERED TO THE UNDERLYING

COUNTERFLASHING AND FOLDED OVER THE

OVERLYING COUNTERFLASHING AS SHOWN

CENTERED VERTICALLY.

A W

COUNTERFLASHING (TYP.)

UNDERLYING

BASE FLASHING (TYP)

FIELD STALE SHINGLES

EXISTING T&G DECKING

ICE/WATER SHIELD

UNDERLAYMENT

BASE FLASHING

(TYP.)

EXSTING MASONRY

JOINT SEALANT

ICE/WATER SHIELD WALL

UNDERLAYMENT

COPPER DORMER WALL

FLASHING, CONTINUOUS

FULL HEIGHT OF WINDOW.

EXTEND TOP END BEHIND

CROWN MOLDING 1" MIN.

1/2" HOOK DAM,

FLATTEN TO ALLOW

SLATE TO LIE FLAT

HEM TO PROVIDE

CLEAN EDGE

BEND FOR SNUG FIT

TO OUTSIDE CASING.

EXISTING WALL SHEATHING

EXISTING FRAMING

+/- 1/2"

3 3/4" 6 1/4" 6"

1/ 2"

2" 8"

SLATE

LOOKOUTS

LEAD PIPE SLEEVE

METAL LINED GUTTER

SCREEN

FINAL CONSTRUCTION DOCUMENTS

Af fa ir s

Ve te ra ns

Approved: Infection Control Officer

Approved: Safety Manager

Approved: GEMS Coordinator

Approved: Energy Engineer

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

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 12

1 2 3 4 5 6 7 8

658-16-101

C :\U se rs

\s c h ei ke la r d

\D oc u m en ts \3

S al em b ld g

R oo f R e p la ce m en t_ Ar c h _S ar a C he ik el ar d.

rv t

/2 0/

AM ROOFING DETAILS

22 OCTOBER 2018

AE301

Designer Checker

1 1/2" = 1'-0"D2 BASE FLASHING SECTION

3/4" = 1'-0"A2 DORMER SECTION

3/4" = 1'-0"B2 DORMER WINDOW SILL

3/4" = 1'-0"B4 EXISTING DORMER ELEVATION

1 1/2" = 1'-0"F2 RAKE FLASHING DETAIL

1 1/2" = 1'-0"A1 RAKE FLASHING SECTION

3/4" = 1'-0"D3 REGLET SECTION

1 1/2" = 1'-0"F6 TYP. BASE FLASHING DETAIL

1 1/2" = 1'-0"D4 TYP. COUNTERFLASHING DETAIL

3" = 1'-0"C2 DORMER SIDE WALL

3/4" = 1'-0"F4 EXISTING TYPICAL SECTION THROUGH CORNICE

FIELD SLATE 20" OR 24"

LENGTH BY 12" WIDTH

DORMER SLATE 16"

LENGTH BY 8" WIDTH

- 4

'-1 1"

+/- 3'-6 1/2"

AE302

ALL WOOD TRIM AROUND

LOUVERS IS TO BE REPLACED

WITH NEW TRIM TO MATCH

THE EXISTING.

ALL LOUVERS ON SLATE ROOFS

TO BE REPLACED W/ NEW

PREFINISHED ALUMINUM

LOUVERS. EXHAUST/INTAKE

DUCT WORK HAS BEEN

ATTACHED TO THE BACK OF THE

LOUVERS AT SOME LOCATIONS.

CONTRACTOR TO VERIFY

LOCATIONS PRIOR TO PROVIDING

BID.

FIELD SLATE 20" OR 24"

LENGTH BY 12" WIDTH

DORMER SLATE 16"

LENGTH BY 8" WIDTH

AE303

TYP

AE303

TYP

AE303

TYP

AE303

TYP

AE303

TYP

AE302

ATTIC SLAB

112'-7"

1/2" COPPER HOOK DAM, FLATTEN

TO ALLOW SLATE TO LIE FLAT.

COPPER DORMER WALL FLASHING,

CONT. FULL HEIGHT OF LOUVER.

EXTEND TOP END BEHIND CROWN

MOLDING 1" MIN. INSTALL OVER

SELF-ADHERING UNDERLAYMENT.

SECURE INTO WOOD FRAMING W/

COPPER NAILS AT 4" O/C.

NEW CONT. #30 FELT UNDERLAYMENT.

INSTALL OVER SELF-ADHERING

UNDERLAYMENT IN ACCORDANCE

WITH THE PROJECT DOCUMENTS AND

SPECIFICATIONS. LAP ONTO STEP

FLASHING. SEE FOR

ADDITIONAL INFORMATION.

NEW CONT. SELF-ADHERING

UNDERLAYMENT. INSTALL ON VERTICAL

DORMER WALLS. LAP ONTO SELF-

ADHERING ROOF UNDERLAYMENT. SEE

FOR ADDITIONAL INFORMATION.

INSTALL NEW SLATE TO MATCH

EXISTING SLATE LAYOUT IN

ACCORDANCE WITH THE PROJECT

DOCUMENTS AND SPECIFICATIONS.

AT SOME LOUVER LOCATIONS MECHANCIAL

DUCT EXISTS IN THE ATTIC. AT THESE

LOCATIONS THE DUCT IS SECURED INTO THE

WOOD BLOCKING FROM THE INSIDE OF THE

DUCT. HOLES IN THE LOUVERS MUST BE

MADE TO ACCESS THE DUCT FASTENERS

AND A SECTION OF THE DUCT REMOVED IN

ORDER TO REMOVE THE LOUVER. PROVIDE

SUPPLEMENTAL WOOD BLOCKING IN THE

ATTIC SO DUCT CAN BE SECURED FROM THE

EXTERIOR WITH REINSTALLED.

INTERIOR

OF DUCT

NEW WOOD TRIM TO MATCH EXISTING

SIZE AND PROFILE. SECURE INTO

EXISTING RAFTERS W/ (2) S.S. TRIM

SCREWS AT EACH RAFTER.

/F1 AE303

SELF-ADHERING UNDERLAYMENT

ADHERE TO NEW PLYWOOD

LEVELING LAYER.

INSTALL SLATE STARTER

COURSE AT PERIMETER.

SLATE SHALL EXTEND

1-1/2" BEYOND

EXTERIOR FACE OF

WOOD TRIM/FASCIA AT

EAVE.

INSTALL NEW SLATE IN ACCORDANCE WITH

THE PROJECT DOCUMENTS AND

SPECIFICATIONS. SECURE W/ (2) COPPER

NAILS THROUGH EXISTING HOLES IN SLATE.

EXISTING WOOD FRAMING

EXISTING LOUVER. ALL LOUVERS ARE TO BE

REPLACED WITH NEW PREFINISHED ALUMINUM

TO MATCH EXISTING. AT SOME LOCATIONS

WINDOW IS PRESENT IN LIEU OF LOUVER.

CONT. SELF-ADHERING

UNDERLAYMENT FLASHING STRIP.

EXTEND ONTO SELF-ADHERING

UNDERLAYMENT AND COPPER

DRIP EDGE.

EXISTING T&G WOOD PLANK DECK.

SEE D1/AE305 FOR REPLACEMENT

OF DAMAGED SECTIONS OF DECK.

NEW CONT 1/2" PLYWOOD SHEATHING

LEVELING LAYER. SECURE W/ 8d NAILS

AT 8" O/C AT EACH ROOF JOIST.

NEW CONT. 1/4"x1 1/2" PRESSURE

TREATED CANT STRIP. SECURE THRU

COPPER FLASHING AND SELF-ADHERED

UNDERLAYMENT INTO DECK W/ #10

CTD. FLATHEAD SCREWS AT 12"O.C.

STAGGERED.

NEW 20 OZ. COPPER DRIP

EDGE. FABRICATE TO PROFILE

SHOWN. SECURE TO DECK W/

COPPER NAILS AT 6"O.C.

1 1 /2"

AE305

NEW WOOD TRIM/FASCIA TO

MATCH EXISTING SIZE AND

PROFILE. SECURE INTO EXISTING

WOOD RAFTERS W/ TWO (2) S.S.

TRIM SCREWS AT EACH RAFTER.

INSTALL NEW SLATE TO MATCH EXISTING

SLATE IN ACCORDANCE WITH THE PROJECT

DOCUMENTS AND SPECIFICATIONS. SECURE

W/ (2) COPPER NAILS THROUGH EXISTING

HOLES IN ACCORDANCE W/ TYPICAL

FLASHING METHODS FOR SLATE.

EXISTING WOOD

FRAMING

EXISTING LOUVER TO BE REMOVED. ALL LOUVERS ARE TO

BE REPLACED WITH NEW PREFINISHED ALUMINUM LOUVERS

TO MATCH EXISTING. SEE ELEVATIONS FOR LOUVER

LOCATIONS.

EXISTING T&G WOOD PLANK

DECK. SEE D1/AE305 FOR

REPLACEMENT OF DAMAGED

SECTIONS OF DECK.

SELF-ADHERING UNDERLAYMENT ADHERE

TO NEW PLYWOOD LEVELING LAYER. TURN

UP WOOD FRAMING AND TERMINATE WITH

P.T. WOOD BLOCKING.

NEW CONT. 1/2" PLYWOOD SHEATHING

LEVELING LAYER. SECURE W/ 8d NAILS

AT 8" O/C AT EACH ROOF JOIST.

AT LOUVER

LOCATIONS INSTALL 20

OZ COPPER PAN W/

1/2" BACK DAM UNDER

WOOD NEW WOOD

SILL.

AE305

AE302

NEW PEEL AND STICK

TRACTION MEMBRANE

FOR INFORMATION NOT SHOWN SEE F4/AE302

EXISTING DRAIN PIPING EXISTS AT

SOME LOCATIONS.

PROVIDE FILLET BEADS OF SPECIFIED

SEALANT AROUND PIPE BEFORE AND

AFTER INSTALLATION OF COPPER

APRON FLASHING.

PROVIDE FILLET BEADS OF URETHANE

SEALANT AROUND PIPE AFTER

INSTALLATION OF SELF-ADHERING

UNDERLAYMENT.

NEW COPPER APRON FLASHING.

INSTALL AND SECURE INTO WOOD

BLOCKING W/ #12 S.S. SCREWS

THROUGH EPDM SEALING WASHERS.

NEW WOOD SILL TO MATCH EXISTING SIZE AND

PROFILE WHERE LOUVERS ARE TO BE REPLACED.

SECURE INTO WOOD FRAMING W/ (2) S.S. TRIM

SCREWS AT 12" O/C. CLEAN, PRIME AND PAINT.

SILL AT WINDOW LOCATIONS TO REMAIN.

NEW P.T. WOOD BLOCKING. SECURE THORUGH

SELF-ADHERING UNDERLAYMENT INTO WOOD

FRAMING W/ (2) ROUND #10 S.S. WOOD

SCREWS AT 12" O/C. LEAVE ROOM ABOVE

BLOCKING TO ALLOW FOR THE INSTALLATION

OF NEW COPPER APRON FLASHING.

NEW COPPER FLASHING CLEAT.

INSTALL AND SECURE BETWEEN

SLATE WITH COPPER NAILS.

INSTALL A CONT. BEAD OF APPROVED

SEALANT BETWEEN WOOD SILL AND

FLASHING.

AE305

NEW METAL SILL PAN & END DAM PER LOUVER

MFGR RECOMMENDATIONS

NEW PEEL AND STICK TRACTION

MEMBRANE

FINAL CONSTRUCTION DOCUMENTS

Af fa ir s

Ve te ra ns

Approved: Infection Control Officer

Approved: Safety Manager

Approved: GEMS Coordinator

Approved: Energy Engineer

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

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 12

1 2 3 4 5 6 7 8

658-16-101

C :\U se rs

\s c h ei ke la r d

\D oc u m en ts \3

S al em b ld g

R oo f R e p la ce m en t_ Ar c h _S ar a C he ik el ar d.

rv t

/2 0/

AM ROOFING DETAILS

22 OCTOBER 2018

AE302

Designer Checker

3/4" = 1'-0"C1 TYPICAL DORMER LOUVER ELEVATION

NTSC5 TYPICAL DORMER SIDE ELEVATION

3" = 1'-0"C3 PLAN - DORMER SIDE WALL

3" = 1'-0"F1 DORMER SECTION

3" = 1'-0"F4 DORMER LOUVER/WINDOW SILL

6" = 1'-0"F6 ENLARGED DORMER LOUVER/WINDOW SILL

EXISTING WOOD RAFTERS

2" LG. COPPER CLEAT SPACED AT 12"

O/C. ON BOTH SIDES OF VALLEY.

SECURE EACH CLEAT W/ (2) COPPER

NAILS. BEND BACK OF CLEAT TO

CONCEAL NAILS.

30" WIDE, 20 OZ. COPPER VALLEY

FLASHING. FABRICATE TO PROFILE

SHOWN. SECURE TO DECK W/

COPPER CLEATS EACH SIDE.

FIELD SLATE. FIELD CUT AS

REQUIRED. SECURE INTO DECK

W/ COPPER NAILS.

NOTE: DO NOT PENETRATE COPPER VALLEY

FLASHING W/ FASTENERS. ADD ADDITIONAL

HOLES IN SLATE OR USE COPPER TIE WIRE

TO…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it.