Bldg 9 Vol. 18-23.pdf

EXISTING FRAMING

EXISTING EXTERIOR BRICK VENEER

INSTALL NEW SLATE IN ACCORDANCE WITH THE

PROJECT DOCUMENTS AND SPECIFICATIONS.

SECURE W/ (2) COPPER NAILS THROUGH

EXISTING HOLES IN SLATE.

NEW 20 OZ. COPPER GUTTER LINER. SET IN

APPROVED ADHESIVE (APPLIED IN SPOTS AT 16"

O.C. TO SECURE IN-PLACE DURING INSTALLATION).

FABRICATE TO PROFILE SHOWN. SECURE TO W/

DRIP EDGE AND EXTERIOR CLIPS. CONTINUOUS

SOLDER ALL JOINTS.

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

TREATED CANT STRIP. SECURE THRU

COPPER FLASHING AND SELF-ADHERING

UNDERLAYMENT INTO DECK W/ #10 CTD.

FLATHEAD SCREWS AT 12"O.C.

STAGGERED.

NEW 20 OZ. COPPER PRIMARY

DOWNSPOUT BOOT W/ 4" FLANGES.

FABRICATE TO FIT EXISTING OPENING.

SECURE WITH APPROVED FASTENERS.

NEW COPPER DOWNSPOUT. (SIZE TO MATCH

EXISTING) SEE TYPICAL DOWNSPOUT

DETAILS ON SHEET AE305

NEW COPPER STRAINER AT EACH

DOWN SPOUT LOCATION. SUBMIT

SAMPLE FOR APPROVAL.

NEW 20 OZ. COPPER DRIP EDGE. FABRICATE

TO PROFILE SHOWN. SECURE TO DECK

COPPER NAILS AT 6"O.C.

NEW 20 OZ. COPPER

FLASHING. FABRICATE TO

PROFILE SHOWN. JOIN

TO CLEAT, CLIP AND

GUTTER LINER W/

CONTINUOUS SOLDERED

FLAT SEAM.

SELF-ADHERED UNDERLAYMENT

DOWNSPOUT BOOT FLASHING.

ADHERE TO EXISTING WOOD

BLOCKING.

NEW 20 OZ. COPPER SECONDARY

DOWN SPOUT BOOT FLASHING.

EXTEND INTO DOWN SPOUT 2"

MIN. SOLDER CONT. TO LINER.

NEW CONTINUOUS 20

OZ. COPPER CLEAT.

SECURE TO CORNICE

WITH APPROVED

FASTENERS.

SELF-ADHERING UNDERLAYMENT GUTTER

FLASHING. ADHERE TO DECK, EXTEND INTO

GUTTER AND TERMINATE.

EXISTING 1"X6" T&G WOOD PLANK DECK. REPLACE

DAMAGED AND DETERIORATED WOOD PLANK DECK

PER TYPICAL DETAIL D1/AE305. ORIENTATION OF T&G

DECK MAY DIFFER FROM THAT SHOWN.

COPPER CLIPS AT 12"

O/C. SEE

EXISTING WOOD

SILL PLATES. REPLACE

ALL DAMAGED AND

DETERIORATED

SECTIONS WITH P.T. 2 X.

SEE SPECIFICATIONS

FOR ALLOWANCES.

AE305

D5

NEW WOOD TRIM TO MATCH EXISTING

SIZE AND PROFILE. SECURE INTO

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

SCREWS AT EACH RAFTER.

EXISTING WOOD FRAMING.

REPLACE ALL DAMAGED AND

DETERIORATED FRAMING.

SEE SPECIFICATION FOR

ALLOWANCES. PRIME AND

PAINT AS SPECIFIED. ALL

WOOD TRIM TO BE SECURED

TO SOLID/SOUND

UNDAMAGED STRUCTURE.

/B5 AE305

N E

W W

O R

K

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 SCRAPED,

PRIMED, AND PAINTED.

NEW COPPER APRON FLASHING. INSTALL AND

SECURE W/ COPPER CLEAT. EXTEND UP

MASONRY WALL AND SECURE W/ S.S.

CONCRETE SCREWS AT 12" O/C.

INSTALL NEW SLATE TO MATCH EXISTING

SLATE IN ACCORDANCE WITH THE PROJECT

DOCUMENTS AND SPECIFICATIONS. SECURE W/

(2) COPPER NAILS THROUGH EXISTING HOLES.

EXISTING T&G WOOD PLANK

DECK. SEE D1/AE305 FOR

REPLACEMENT OF DAMAGED

SECTIONS OF DECK.

NEW COPPER FLASHING CLEAT. INSTALL

AND SECURE BETWEEN SLATE WITH

COPPER NAILS.

SELF-ADHERING UNDERLAYMENT

ADHERE TO NEW PLYWOOD LEVELING

LAYER AND EXTEND UP MASONRY

WALL. TERMINATE WITH COPPER

APRON FLASHING AS SHOWN.

NEW CONT. 1/2" PLYWOOD SHEATHING

LEVELING LAYER. SECURE W/ 8d NAILS

AT 8" O/C AT EACH ROOF JOIST.

NEW CONT. 20 OZ. COPPER COUNTERFLASHING.

FABRICATE TO PROFILE SHOWN, SAWCUT A

REGLET INTO MASONRY JOINT TO A MIN. DEPTH

OF 1-1/2" COUNTERFLASHING SHALL BE HELD IN

PLACE BY SPRING ACTION OR WEDGES. INSTALL

PER 'SMACNA' FIG. 4-4.

EXISTING

MASONRY

CHIMNEY

CONT. BEAD OF SILICONE SEALANT.

EXISTING WOOD RAFTER

20 OZ. COPPER CLEAT SECURE W/

S.S. CONCRETE SCREWS AT 12" O/C.

1 1/2"

AE305

D5

S E

C T

IO

N

A

-A

SECTION "A-A"

NEW SELF-ADHERED

UNDERLAYMENT

OVER NEW PLYWOOD.

NEW SELF-ADHERING

UNDERLAYMENT FLASHING.

EXTEND ONTO SELF-

ADHERED UNDERLAYMENT

(MIN. 4") AND UP PIPE

PENETRATION AS SHOWN.

PRIME PIPE AS REQUIRED.

FIELD SLATE. FIELD

CUT AS REQUIRED.

SECURE TO DECK W/

COPPER NAILS.

NEW 6 LB. LEAD BOOT.

EXTEND FLANGE

UNDER FIELD SLATE

ON UPSLOPE SIDE MIN.

8". WRAP PIPE VENT

AND TURN DOWN INTO

PIPE MIN. 1".

FIELD SLATE. CUT

1/8"-1/4" LARGER

THAN PIPE VENT.

FIELD SLATE

6 LB. LEAD BOOT

EXISTING 1"X6" T&G WOOD PLANK DECK.

REPLACE DAMAGED AND DETERIORATED

WOOD PLANK DECK PER TYPICAL DETAIL

D1/AE305. ORIENTATION OF T&G DECK

MAY DIFFER FROM THAT SHOWN.

4" MIN. 4" MIN.

M

IN

M

IN

M

IN

EXISTING 1"x6" T&G WOOD PLANK DECK. REPLACE

DAMAGED AND DETERIORATED WOOD PLANK DECK

PER TYPICAL DETAIL D1/AE305. ORIENTATION OF T&G

DECK MAY DIFFER FROM THAT SHOWN.

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.

SELF-ADHERING FLASHING MEMBRANE. ADHERE TO

UNDERLAYMENT AND COPPER FLASHING (MIN. 4").

CONT. SELF-ADHERING UNDERLAYMENT.

ADHERE TO NEW PLYWOOD.

NEW 20 OZ. COPPER

FLASHING. FABRICATE

TO PROFILE SHOWN.

SECURE THROUGH NEW

PLYWOOD INTO

EXISTING DECKING W/

COPPER NAILS AT 6" O/C.

SLATE SHALL EXTEND

1-1/2" BEYOND

EXTERIOR FACE OF

WOOD TRIM.

1 1/2" 3" 4"

AE305

D5

EXISTING EXTERIOR BRICK VENEER

INSTALL NEW SLATE IN ACCORDANCE WITH THE PROJECT

DOCUMENTS AND SPECIFICATIONS. SECURE W/ (2) COPPER

NAILS THROUGH EXISTING HOLES IN ACCORDANCE W/

TYPICAL FLASHING METHOD FOR SLATE.

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

CANT STRIP. SECURE THRU COPPER FLASHING

AND SELF-ADHERING UNDERLAYMENT INTO

DECK W/ #14 CTD. FLATHEAD SCREWS AT

12"O.C. STAGGERED.

NEW 20 OZ. COPPER DRIP EDGE. FABRICATE

TO PROFILE SHOWN. SECURE TO DECK W/

#14 CTD. FLATHEAD SCREWS AT 8"O.C.

NEW 20 OZ. COPPER

FLASHING. SET IN

APPROVED ADHESIVE.

(APPLIED IN SPOTS AT 16"

O.C. TO SECURE IN-PLACE

DURING INSTALLATION).

FABRICATE TO PROFILE

SHOWN. JOIN TO CLEAT

AND GUTTER LINER W/

CONTINUOUS SOLDERED

FLAT SEAM.

NEW CONT. 20 OZ.

COPPER CLEAT.

SECURE TO CORNICE

WITH APPROVED

FASTENERS.

SELF-ADHERING UNDERLAYMENT GUTTER

FLASHING. ADHERE TO DECK, EXTEND INTO

GUTTER AND TERMINATE.

EXISTING 1"X6" T&G WOOD PLANK DECK. REPLACE

DAMAGED AND DETERIORATED WOOD PLANK DECK

PER TYPICAL DETAIL D1/AE305. ORIENTATION OF T&G

DECK MAY DIFFER FROM THAT SHOWN.

SEE D1/AE304 FOR ALL

INFORMATION RELATED TO

GUTTER AND FLASHING OF

DOWNSPOUT.

COPPER CLIPS AT 12" O/C. SEE

FOR ADDITIONAL

INFORMATION.

AE305

D5

NEW WOOD TRIM TO MATCH

EXISTING SIZE AND PROFILE.

SECURE INTO EXISTING

RAFTERS W/ (2) S.S. TRIM

SCREWS AT EACH RAFTER.

EXISTING WOOD FRAMING.

REPLACE ALL DAMAGED

AND DETERIORATED

FRAMING. SEE

SPECIFICATION FOR

ALLOWANCES.

PRIME AND PAINT AS

SPECIFIED. ALL WOOD

TRIM TO BE SECURED TO

SOLID/SOUND UNDAMAGED

STRUCTURE.

/B5 AE305

N E

W W

O R

K

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 SCRAPED,

PRIMED, AND PAINTED.

EXISTING EXTERIOR BRICK VENEER

CONT. 20 OZ. COPPER CLEAT. SECURE

INTO WOOD SUBSTRATE W/ COPPER

NAILS AT 6" O/C.

SELF-ADHERED HIGH TEMPERATURE

BITUTHENE MEMBRANE. EXTEND OVER

CONT. CLEAT, ACROSS TAPERED EDGE

INSULATION, AND UP MASONRY WALL.

20 OZ. COPPER CORNICE CAP. SECURE W/ CONT.

CLEAT AND S.S. MASONRY SCREWS THROUGH

SLOTTED HOLES INTO THE MORTAR JOINTS AT 8"

O/C. PROVIDE CLIPS (MIN. 3 PER SEAM) AND FULLY

SOLDER FLAT SEAMS PER

NEW CONT. 20 OZ. COPPER COUNTERFLASHING.

FABRICATE TO PROFILE SHOWN, SAWCUT A

REGLET INTO MASONRY JOINT TO A MIN. DEPTH

OF 1-1/2". COUNTERFLASHING SHALL BE HELD IN

PLACE BY SPRING ACTION OR WEDGES. INSTALL

PER 'SMACNA' FIG. 4.4.

20 OZ. COPPER CLEAT SECURE W/

S.S. CONCRETE SCREWS AT 12" O/C.

1 1/2"

CONT. BEAD OF SILICONE SEALANT.

/B5 AE305

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.

N

FINAL CONSTRUCTION DOCUMENTS

A f f a ir s

V e te ra 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 9

VA MEDICAL CENTER, SALEM, VA 24153

REPLACE ROOF AND TUCKPOINT (BUILDING 9)

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

100% FINAL CONSTRUCTION

DOCUMENTS

1 2 3 4 5 6 7 8

A

B

C

D

E

F

658-16-101

C U s e r s

\m c h ri s te n s e 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 m c h ri s te n s e n w m b a .n e t.

rv t

/3 /2

:3

:0 P

M

ROOFING DETAILS

7 JANUARY, 2019

7 JANUARY, 2019

AE304

MJC SEC

AE304

3" = 1'-0" D1

GUTTER SECTION W/ DOWNSPOUT

3" = 1'-0" F4

FLASHING @ CHIMNEY

3" = 1'-0"

F1

PIPE VENT

3" = 1'-0" F6

SECTION AT RAKE

3" = 1'-0" D4

GUTTER SECTION

3" = 1'-0" C6

GABLE END WOOD CORNICE REPAIR

FIELD CONDITION #1 - DAMAGE OVER

MULTIPLE SPANS OF ROOF DECK

CENTERLINE OF WOOD RAFTER

EVERY OTHER WOOD

PLANK IN (2) SPAN

CONDITION WITHIN THE

DAMAGED AREA SHALL BE

REPLACED TO MAINTAIN

ITS (2) SPAN CONDITION.

EVERY OTHER WOOD

PLANK WITH THE END OF

THE PLANK WITHIN THE

DAMAGED AREA MAY BE

CUT AND REPLACED WITH

WOOD PLANK IN A (2)

SPAN CONDITION

FRAMING A (2) SPAN

CONTINUOUS LAYOUT.

AREA OF DAMAGE

FIELD CONDITION #2 - DAMAGE OVER

SINGLE SPAN OF ROOF DECK

CENTERLINE OF WOOD RAFTER

CUT EXISTING

DAMAGED WOOD DECK

AT EACH ADJACENT

JOIST. REPLACE WITH

NEW IN SINGLE SPAN

CONDITION.

AREA OF DAMAGE

NEW 2"x4" STIFF BACK.

EXTEND 12" PAST AREA

OF NEW DECK. SECURE

WITH (2) #12 SCREWS AT

EACH SECTION OF DECK.

EDGE CONDITION

CENTERLINE OF WOOD RAFTER

AREA OF DAMAGE

NEW 2"x4" STIFF BACK.

EXTEND 12" PAST AREA OF

NEW DECK. SECURE WITH

(2) #12 CTD. SCREWS AT

EACH SECTION OF DECK.

TYPICAL SECTION THROUGH ROOF DECK

CUT EXISTING DAMAGED

WOOD DECK AT EACH

ADJACENT JOIST.

REPLACE WITH NEW IN

SINGLE SPAN CONDITION.

EXISTING WOOD RAFTER

CUT THE LAST LOWER EDGE OF

GROOVE TO ALLOW FOR THE

INSTALLATION OF THE LAST

SECTION OF NEW WOOD PLANK

DECK.

EXISTING 1"x6" T&G

WOOD PLANK DECK

TO REMAIN.

NEW 1"x6" T&G WOOD PLANK

DECK. SECURE NEW WOOD PLANK

DECK WITH (2) #12 CTD. SCREWS

INTO EACH RAFTER.

EXISTING 1"x6" T&G WOOD

PLANK DECK TO REMAIN.

EXISTING 1"x6" T&G WOOD

PLANK DECK TO REMAIN.

EXISTING 1"x6" T&G WOOD

PLANK DECK TO REMAIN.

EXISTING 1"x6" T&G

WOOD PLANK DECK

TO REMAIN.

FIELD VERIFY

SPAN

EQUAL EQUAL

FIELD VERIFY

SPAN

VARIES - FIELD VERIFY

FIELD VERIFY

SPAN

PERIMETER/EDGE

RAFTER

EQUAL EQUAL

NEW SLATE SHINGLES.

SECURE W/ COPPER NAILS.

PENETRATE EXISTING T&G

WOOD PLANK DECK BY 1/4"

NEW CONT. 1/2" PLYWOOD

SHEATHING LEVELING LAYER

SECURE W/ 8d NAILS AT 8"

O/C AT EACH ROOF JOIST.

EXISTING WOOD FRAMING

SELF-ADHERING UNDERLAYMENT.

ADHERE TO NEW PLYWOOD.

EXISTING T&G WOOD PLANK

DECK. SEE D1/AE305 FOR

REPLACEMENT OF DAMAGED

SECTIONS OF DECK.

CONTRACTOR IS TO INCLUDE

IN HIS BID THE REPLACEMENT

OF 1500 SQUARE FEET OF T&G

WOOD PLANK ROOF DECK.

FACE OF EXISTING

MASS MASONRY

WALL WALL OR

STONE VENEER

NEW 2" WIDE x(LENGTH TO SUIT) 20 oz. COPPER DOWNSPOUT

STRAP. FABRICATE IN

ACCORDANCE WITH "SMACNA"

FIGURE 1-35G. POP RIVET STRAPS

TO DOWNSPOUT (MIN. 2 PER

SIDE). STRAPS SHALL BE

LOCATED AT TOP AND BOTTOM,

AND SHALL NOT EXCEED 5'-0" O/C

TYPICAL U.N.O.

NEW 20 oz. COPPER DOWNSPOUT.

FABRICATE IN ACCORDANCE WITH

"SMACNA" FIGURE 1-32B. SEE OTHER

SECTIONS AND DETAILS FOR SIZE.

ANCHOR STRAPS TO BRICK VENEER

WALL USING S.S. CONCRETE SCREWS

W/ EPDM SEALING WASHERS (1 EA.

SIDE). NOTE: AT STONE VENEER

LOCATIONS, FASTEN INTO MORTAR

JOINTS BETWEEN STONES.

N O

T E

T

O T

A L

D O

W N

S P

O U

T H

E

IG

H T

M A

Y V

A R

Y

C O

N T

R A

C T

O R

S H

A L L F

IE

L D

V E

R

IF

Y E

A C

H

C O

N D

IT

IO

N P

R

IO

R T

O O

R D

E R

IN

G

O R

F

A B

R

IC

A T

IO

N

O F

A N

Y M

A T

E R

IA

L

EXISTING DOWNSPOUT

BOOT TO REMAIN.

NEW 20 oz. x 3" x 4"

COPPER DOWNSPOUT.

NEW 20 oz. x 3" x 4"

COPPER DOWNSPOUT.

D.S. STRAP SEE PLAN

DETAIL

NEW WOOD FASCIA /

SOFFIT. SEE APPLICABLE

SECTIONS AND DETAILS.

NEW SLATE SHINGLES.

SEE APPLICABLE

SECTIONS AND DETAILS.

/F3 AE305

S Y

M M

E T

R

IC

A

L PROVIDE BEAD OF

POLYURETHANE SEALANT

BETWEEN COPPER AND

CONCRETE AROUND EACH

CHIMNEY OPENING.

NEW COPPER CAP WITH

HEMMED DRIP EDGE. INSTALL

BETWEEN NEW ANGLE AND

BRASS MESH FRAME, SECURE

LEG INTO FIRST MORTAR JOINT

(AS SHOWN) WITH S.S.

MASONRY SCREWS AT 12" O/C.

CONTRACTOR TO VERIFY

CONSTRUCTION PRIOR TO

FABRICATING CAP.

EXISTING BRICK

MASONRY, TUCKPOINT

AS REQUIRED.

EXISTING BRASS MESH FRAME.

EMOVE AND REINSTALL ON TOP OF

THE NEW COPPER CAP.

3'-1" 5"

1'-0 1/2" 5"

/4

1'-3 1/2"6"2'-3 1/2"

F6

AE305

NOTE: COPPER CAPS TO BE INSTALLED AFTER

ALL TUCKPOINTING ON THE CHIMNEY IS

COMPLETED.

PROVIDE BEAD OF POLYURETHANE

SEALANT BETWEEN COPPER AND

CONCRETE AROUND EACH CHIMNEY

OPENING.

EXISTING BRICK MASONRY, TUCKPOINT AS

REQUIRED.

INSTALL NEW ANGLE AROUND

PERIMETER OF CHIMNEY OPENING.

SECURE TO NEW/EXISTING CONCRETE

CAP W/ APPROVED FASTENERS. ALLOW

SUFFICIENT SPACE TO INSTALL NEW

COPPER FLASHING BETWEEN ANGLE

AND CONCRETE SURFACE.

EXISTING BRASS MESH FRAME.

REMOVE AND REINSTALL AS

REQUIRED TO INSTALL NEW COPPER

FLASHING.

NEW COPPER CAP WITH HEMMED DRIP

EDGE. INSTALL BETWEEN NEW ANGLE

AND BRASS MESH FRAME, SECURE LEG

INTO FIRST MORTAR JOINT(AS SHOWN)

WITH APPROVED FASTENERS.

CONTRACTOR TO VERIFY CONSTRUCTION

PRIOR TO FABRICATING CAP.

1'-0 1/2" 5"

8" 5"

F4

AE305

3/4"

NEW 20 OZ. COPPER FLAT SEAM

ROOM PANEL. INSTALL IN

ACCORDANCE WITH THE PROJECT

DOCUMENTS.

NEW 2" WIDE, 20 OZ.

COPPER CLEAT.

NEW 12" S.S. SCREWS FOR

CLEAT SECUREMENT. SEE

SECTIONS AND DETAILS

NOTE: ALL FLAT SEAMS AT PANEL

INTERRUPTIONS SUCH AS AT EAVES,

HIPS, RIDGES, PENETRATIONS, ETC.,

SHALL BE CONTINUOUS.

N

FINAL CONSTRUCTION DOCUMENTS

A f f a ir s

V e te ra 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 9

VA MEDICAL CENTER, SALEM, VA 24153

REPLACE ROOF AND TUCKPOINT (BUILDING 9)

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

100% FINAL CONSTRUCTION

DOCUMENTS

1 2 3 4 5 6 7 8

A

B

C

D

E

F

658-16-101

C U s e r s

\m c h ri s te n s e 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 m c h ri s te n s e n w m b a .n e t.

rv t

/3 /2

:3

:0 P

M

ROOFING DETAILS

7 JANUARY, 2019

7 JANUARY, 2019

AE305

MJC SEC

AE305

1" = 1'-0" D1

WOOD PLANK ROOF DECK REPLACEMENT

3" = 1'-0"

D5

TYPICAL ROOF SECTION

3" = 1'-0" F3

TYPICAL DOWNSPOUT STRAP DETAIL

3" = 1'-0"

F1

TYPICAL DOWNSPOUT ELEVATIONS

1 1/2" = 1'-0" F4

CHIMNEY ELEVATION

1 1/2" = 1'-0"

F6

CHIMNEY SECTION

6" = 1'-0" B5

DETAIL - TYPICAL FLAT SEAM CLEAT PROFILE

EXISTING CONCRETE ROOF DECK

NEW THERMAL ROOF INSULATION. TAPER

INSULATION TO PROVIDE SUMP AROUND

EXISTING ROOF DRAIN. SEE TYPICAL

ROOF DRAIN SUMP DETAIL

EXISTING ROOF DRAIN. REMOVE ALL EXISTING

CONTAMINANTS FROM DRAIN BOWL, CLAMPING

RING AND OTHER ACCESSORIES THAT WILL BE IN

CONTACT W/ NEW FLASHING MATERIALS.

REPLACE MISSING OR DAMAGED COMPONENTS

W/ CAST-IRON REPLACEMENT PARTS FROM THE

ORIGINAL DRAIN MANUFACTURER. REPLACE

EXISTING PLASTIC DRAIN DOMES WITH NEW CAST

IRON DRAIN DOMES. SUBMIT PROPOSED

REPLACEMENT COMPONENTS IF ORIGINAL DRAIN

MANUFACTURER COMPONENTS ARE

UNAVAILABLE. NOTE: IF EXISTING DRAIN BOWL IS

CRACKED OR DAMAGED, CONTRACTOR SHALL

INSTALL A NEW RETROFIT ROOF DRAIN. SEE

RETROFIT ROOF DRAIN DETAIL AT RIGHT.

NEW CONT. EPDM ROOF MEMBRANE. SEE

SPECIFICATIONS AND DETAIL BLOW UP FOR

INSTALLATION INTO DRAIN BOWL. INSTALL PER

MEMBRANE MANUFACTURER'S WRITTEN

INSTRUCTIONS. NOTE: IF SEAM EDGE IS

WITHIN 9" OF DRAIN COMPRESSION RING,

EPDM TARGET PATCH REQUIRED.

NEW 1/4" INSULATION

PROTECTION LAYER. INSTALL IN

ACCORDANCE WITH THE

PROJECT DOCUMENTS AND

SPECIFICATIONS.

CLAMP RING

SPECIFIED SEALANT

TARGET SHEET

NEW CAST ALUMINUM RETROFIT

REPLACEMENT ROOF DRAIN (SUBMIT

SAMPLE FOR APPROVAL). INSTALL PER

MANUFACTURER'S SPECIFICATIONS.

MAXIMIZE REPLACEMENT DRAIN SIZE TO

FIT EXISTING DRAIN LEADER. PROVIDE

STEM OF SUFFICIENT LENGTH SO SEAL

IS BELOW DRAIN PIPE TO DRAIN

CONNECTION. NOTE: REMOVE AND

DISPOSE OF EXISTING RETROFIT ROOF

DRAINS WHERE PRESENT (ROOF AREAS

'F' & 'K'), INSTALL NEW RETROFIT ROOF

DRAINS. SEE SPECIFICATIONS FOR

ADDITIONAL INFORMATION.

EXISTING CONCRETE ROOF DECK

NEW THERMAL ROOF INSULATION.

TAPER INSULATION TO PROVIDE SUMP

AROUNDEXISTING ROOF DRAIN. SEE

TYPICAL ROOF DRAIN SUMP

DETAIL

NEW 1/4" INSULATION PROTECTION LAYER.

INSTALL IN ACCORDANCE WITH THE PROJECT

DOCUMENTS AND SPECIFICATIONS.

NEW CONT. EPDM ROOF

MEMBRANE. INSTALL PER

MEMBRANE MANUFACTURER'S

WRITTEN INSTRUCTIONS.

NOTE: IF SEAM EDGE IS WITHIN

9" OF DRAIN COMPRESSION

RING, EPDM TARGET PATCH

REQUIRED.

EXISTING LEAN CONCRETE FILL

EXISTING DRAIN BOWL. NOTE: IF

EXISTING DRAIN BOWL IS

CRACKED OR DAMAGED,

CONTRACTOR SHALL INSTALL A

NEW RETROFIT ROOF DRAIN. SEE

RETROFIT ROOF DRAIN DETAIL AT

RIGHT.

EXISTING CRACKED OR DAMAGED DRAIN BOWL

1" M

IN

EXISTING ROOF DRAIN NEW RETROFIT ROOF DRAIN

(USE ONLY IF EXISTING DRAIN BOWL IS CRACKED OR DAMAGED)

/B8 AE306

/B8 AE306

(4) SIDES

2'-0" TYP

EDGE OF DRAIN

OF DRAIN

DRAIN SUMP

INSULATION SLOPES

FROM EDGE OF DRAIN

SUMP TO 0" AT DRAIN

BOWL. TYPICAL ALL

FOUR (4) SIDES.

ROOF DRAIN. SEE

APPLICABLE SECTIONS

AND DETAILS.

EDGE OF

DRAIN SUMP

B1

AE306

NEW TAPERED POLYISOCYANURATE THERMAL ROOF

INSULATION (SEE THERMAL ROOF INSULATION

THICKNESS SCHEDULE ON THIS SHEET FOR INSULATION

TAPER RATE AND MINIMUM START THICKNESS AT

VALLEYS, DRAINS SCUPPERS, ETC. FOR EACH ROOF

AREA). MECHANICALLY ATTACH BASE LAYER THROUGH

EXISTING LEAN CONCRETE FILL INTO PRE-DRILLED

HOLES IN CONCRETE ROOF DECK IN ACCORDANCE WITH

THE PROJECT DOCUMENTS AND SPECIFICATIONS.

ADHERE ADDITIONAL LAYERS TO BASE LAYER WITH LOW

RISE FOAM ADHESIVE IN ACCORDANCE WITH THE

PROJECT DOCUMENTS AND SPECIFICATIONS.

EXISTING LEAN CONCRETE FILL (THICKNESS

VARIES) - NOT PRESENT AT ROOF AREA 'C'.

CONTRACTOR TO VERIFY THICKNESS AND

ADJUST LENGTH OF SCREW TO ACHIEVE

MINIMUM EMBEDMENT INTO STRUCTURAL

CONCRETE. FASTENERS SHOULD NOT BE

SECURED INTO LEAN CONCRETE.

EXISTING CONCRETE ROOF DECK

/2

1 1/2" MINIMUM EMBEDMENT INTO

STRUCTURE OR AS SPECIFIED BY THE

MEMBRANE MANUFACTURER

M

IN

NEW CONT. 90 MIL EPDM (ETHYLENE

PROPYLENE DIENE MONOMER) ROOF

MEMBRANE . FULLY ADHERE TO NEW

INSULATION PROTECTION LAYER IN

ACCORDANCE WITH THE PROJECT

DOCUMENTS AND SPECIFICATIONS.

NEW 1/4" INSULATION PROTECTION

LAYER. ADHERE TO NEW THERMAL

ROOF INSULATION WITH LOW RISE

FOAM ADHESIVE IN ACCORDANCE

WITH THE PROJECT DOCUMENTS AND

SPECIFICATIONS.

NEW CONT. .125" ALUMINUM TERMINATION BAR W/

INTEGRAL CAULK TRAY. SECURE THRU WALL FLASHING

MEMBRANE INTO EXISTING MASONRY WALL W/ S.S.

CONCRETE SCREWS W/ EPDM SEALING WASHERS AT 8"

O/C. PROVIDE A CONT. BEAD OF SEALANT IN CAULK TRAY

AS SHOWN.

EXISTING LEAN CONCRETE FILL

EXISTING CONCRETE ROOF DECK

NEW CONT. EPDM ROOF MEMBRANE.

FULLY ADHERE TO INSULATION

PROTECTION LAYER IN ACCORDANCE

WITH THE PROJECT DOCUMENTS AND

SPECIFICATIONS. TERMINATE AT BASE OF

WALL WITH PRESSURE BAR.

EXISTING CANT

MIN

4"

MIN

1 1/2"

M

IN2

M

IN8

NEW CONT. EPDM WALL FLASHING

MEMBRANE. EXTEND ONTO ROOF

MEMBRANE (MIN. 4") AND ADHERE W/

CONT. SPLICE TAPE. FULLY ADHERE TO

EXISTING MASONRY WALL. TERMINATE

WITH TERMINATION BAR AS SHOWN.

ENSURE REGLET LOCATION IS EITHER AT

OR ABOVE EXISTING REGLET ELEVATION.

NEW CONT. 20 oz. COPPER

COUNTERFLASHING. FABRICATE TO

PROFILE SHOWN. SAWCUT A REGLET

INTO MASONRY JOINT TO A MIN. DEPTH

OF 1-1/2". COUNTERFLASHING SHALL BE

HELD IN PLACE BY SPRING ACTION OR

WEDGES. INSTALL PER "SMACNA" FIGURE

4-4

FILL REGLET WITH CONT. SILICONE SEALANT

NOTE: INSTALL NEW 1/4" TREATED GYPSUM

SEPARATION LAYER (NOT SHOWN) ONTO

FACE OF EXISTING MASONRY WALL IF

CONTAMINATED WITH ASPHALTIC

MATERIAL. SECURE INTO MASONRY WALL

W/ S.S. CONCRETE SCREWS W/ 3"

GALVANIZED PLATES AT 12" O/C, (2) ROWS

TOP AND BOTTOM.

EXISTING MASS BRICK MASONRY WALL

NEW CONT. .100" ALUMINUM PRESSURE BAR.

SECURE THRU ROOF MEMBRANE INTO EXISTING

MASONRY WALL W/ S.S. CONCRETE SCREWS AT

8" O/C.

B5

AE306

NEW CONT. P.T. "2x" WOOD NAILER AS REQUIRED TO

OBTAIN 8" MIN. FLASHING HEIGHT. ADD ADDITIONAL

NAILERS AS REQUIRED TO OBTAIN 8" MIN. FLASHING

HEIGHT. SEE FOR ATTACHMENT.

EXISTING LEAN CONCRETE FILL

EXISTING CONCRETE ROOF DECK

NEW CONT. EPDM ROOF MEMBRANE.

FULLY ADHERE TO INSULATION

PROTECTION LAYER IN ACCORDANCE

WITH THE PROJECT DOCUMENTS AND

SPECIFICATIONS. TERMINATE AT BASE OF

WALL WITH PRESSURE BAR.

EXISTING MECH. CURB. CURB MAY BE PREFAB,

WOOD OR CONCRETE (FIELD VERIFY). CURB

SIZE, PROFILE, ETC. MAY VARY FROM THAT

SHOWN.

MIN

4"

M

IN8

NEW CONT. EPDM WALL FLASHING

MEMBRANE. EXTEND ONTO ROOF

MEMBRANE (MIN. 4") AND ADHERE W/ CONT.

SPLICE TAPE. FULLY ADHERE TO EXISTING

MASONRY WALL. TERMINATE WITH

TERMINATION BAR AS SHOWN.

NOTE: INSTALL NEW 1/4" TREATED GYPSUM

SEPARATION LAYER (NOT SHOWN) ONTO

FACE OF EXISTING MASONRY WALL IF

CONTAMINATED WITH ASPHALTIC

MATERIAL. SECURE INTO MASONRY WALL

W/ S.S. CONCRETE SCREWS W/ 3"

GALVANIZED PLATES AT 12" O/C, (2) ROWS

TOP AND BOTTOM.

NOTE: CONTRACTOR SHALL COORDINATE

SHUT DOWN OF ANY MECHANICAL VENTS

WITH OWNER PRIOR TO DISCONNECTING.

TEMPORARY MECHANICAL SYSTEMS MAY

BE REQUIRED WHEN EXISTING UNITS ARE

TO BE DISCONNECTED FOR THE ROOF

REPLACEMENT. VERIFY WHICH UNITS WILL

REQUIRE TEMPORARY SYSTEMS WITH THE

VA PRIOR TO SUBMITTING BID.

EXISTING ROOF MOUNTED EQUIPMENT TO REMAIN

NEW CONT. .100" ALUMINUM PRESSURE BAR.

SECURE THRU ROOF MEMBRANE INTO EXISTING

MASONRY WALL W/ S.S. CONCRETE SCREWS AT

8" O/C.

B5

AE306

EXISTING WOOD NAILER

/C7 AE306

1"

/2

1 1/2" MIN

EMBEDMENT UNO

1" MIN FROM EDGE UNO

MIN. 2x4 P.T. WOOD. SECURE W/

(2) ROWS OF #12 S.S. SCREWS AT

12" O/C (EACH ROW STAGGERED).

WOOD SUBSTRATE

N

FINAL CONSTRUCTION DOCUMENTS

A f f a ir s

V e te ra 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 9

VA MEDICAL CENTER, SALEM, VA 24153

REPLACE ROOF AND TUCKPOINT (BUILDING 9)

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

100% DESIGN DESIGN

CONSTRUCTION DOCUMENTS

SUBMISSION

1 2 3 4 5 6 7 8

A

B

C

D

E

F

658-16-101

C U s e r s

\m c h ri s te n s e 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 m c h ri s te n s e n w m b a .n e t.

rv t

/3 /2

:3

:1 P

M

ROOFING DETAILS - FLAT ROOF

7 JANUARY, 2019

7 JANUARY, 2019

AE306

MJC SEC

3" = 1'-0" B1

SECTION - ROOF DRAIN

1/2" = 1'-0"

B8

TYPICAL ROOF DRAIN SUMP

3" = 1'-0" B5

TYPICAL ROOF CROSS SECTION

3" = 1'-0" D1

SECTION @ BASE OF WALL TERMINATION

3" = 1'-0"

D4

SECTION @ ROOF CURB / MECH VENT

NTS

C7

TYPICAL WOOD NAILER SECUREMENT

FIELD VERIFY LOCATIONS FOR DRIVEN

GROUND RODS. COORDINATE DOWN

CONDUCTOR ROUTING ON SITE FROM

NEAREST AIR TERMINAL SHOWN ON

DRAWING E-401, NO MORE 150' APART

AND AVERAGING NOT MORE THAN 100'

APART. PROVIDE FLUSH ACCESSIBLE

TEST WELL PER DETAIL "H" WHERE

GROUND ROD IS LOCATED IN

SIDEWALK/PARKING LOT TYPE

SURFACE (TYPICAL).

CLASS I COPPER DOWN CONDUCTOR

SEE DOWN CONDUCTOR DETAIL AND

COORDINATE WITH VA COR. (TYPICAL)

21 23

TLRDAJ

E-101

ELECTRICAL - SITE PLAN - LPS

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

7 January 2019

BUILDING 9

VA MEDICAL CENTER, SALEM, VA 24153

REPLACE ROOF AND TUCKPOINT (BUILDING 9)

E101 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, LLC

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

803.207.5450 djones@qualityconsultingengineers.com

FINAL CONSTRUCTION DOCUMENTS

04 JAN 2019QCE Project # 19001

22 23

TLRDAJ

E-401

ELECTRICAL - ROOF PLAN - LPS

1.

2. ALUMINUM LIGHTNING PROTECTION SYSTEM COMPONENTS SHALL NOT BE

MOUNTED TO COPPER SURFACES. COPPER COMPONENTS SHALL BE USED

TO AVOID ELECTROLYTIC CORROSION. COPPER LIGHTNING PROTECTION

MATERIALS SHALL NOT BE PLACED ON ALUMINUM, GALVANIZED STEEL,

GALVALUME SURFACES OR ANY OTHER DISSIMILAR METAL SURFACES,

PAINTED OR NOT.

3. GROUNDED METAL BODIES WITHIN THE BONDING DISTANCE DETERMINED

BY NFPA 780 - 2017 EDITION SHALL BE BONDED TO THE SYSTEM IN

ACCORDANCE WITH THOSE REQUIREMENTS.

4. UNDERGROUND METALLIC PIPING FOR EVERY UTILITY ENTERING THE

BUILDING SHALL BE BONDED TO THE NEAREST DOWN CONDUCTOR OR

GROUND ELECTRODE. FIELD VERIFY EXACT LOCATIONS.

5. ADHESIVE USED WITH ADHESIVE AIR TERMINAL BASES AND CONDUCTOR

FASTENERS SHALL BE COMPATIBLE WITH ROOFING MEMBRANE - VERIFY

WITH ROOFING CONTRACTOR.

6. AIR TERMINALS HAVE BEEN LOCATED ON THE ROOF TOP EQUIPMENT AS

BEST DETERMINED BY THE ENGINEER. IF THE METAL THICKNESS OF AN

OBJECT IS 3/16" OR GREATER, AIR TERMINALS MAY BE ELIMINATED IF THE

OBJECT IS PROPERLY CONNECTED TO THE SYSTEM.

7. ROOF TOP METALLIC EQUIPMENT OR OBJECTS NOT SHOWN ON THIS

DRAWING SHALL BE PROTECTED AS REQUIRED TO MEET THE

REQUIREMENTS LISTED ABOVE INCLUDING THE INSTALLATION OF AIR

TERMINALS AND OR BONDING. IF THE METAL THICKNESS OF AN OBJECT IS

3/16" OR GREATER, AIR TERMINALS MAY BE ELIMINATED IF THE OBJECT IS

PROPERLY CONNECTED TO THE SYSTEM.

8. ALL ELEVATIONS ARE APPROXIMATE AND ARE TAKEN FROM AVERAGE

GRADE.

9. AIR TERMINALS SHALL BE PLACED WITHIN 24” OF THE OUTSIDE CORNER OR

EDGE OF THE OBJECT THEY ARE PROTECTING AND SHALL PROJECT A

MINIMUM OF 10" ABOVE THE PROTECTED EDGE OR OBJECT. THE SPACING

BETWEEN AIR TERMINALS ARE NOT TO EXCEED 20 FEET. AIR TERMINALS

THAT EXTEND 24" ABOVE THE PROTECTED EDGE ARE NOT TO EXCEED A

SPACING GREATER THAN 25', EXCEPT FOR MID-ROOF AIR TERMINALS (50'

MAX SPACING).

10. ALL LIGHTNING CONDUCTORS ARE TO MAINTAIN A HORIZONTAL OR

DOWNWARD PATH. ALL BENDS IN THE CONDUCTOR SHALL HAVE A RADIUS

BEND OF 8 INCHES OR GREATER, AND SHALL HAVE AN ANGLE BEND OF 90

DEGREES OR GREATER.

11. EACH INDIVIDUAL ITEM OF THE LIGHTNING PROTECTION SYSTEM IS NOT

LABELED FOR THE SAKE OF CLARITY. ITEMS ARE INDICATED AT RANDOM

LOCATIONS ONLY, BUT A COMPLETE SYSTEM SHALL BE PROVIDED TO MEET

THE REQUIREMENTS LISTED ABOVE.

LPS NOTES

1 CLASS I COPPER HORIZONTAL LIGHTNING CONDUCTOR RUN EXPOSED ON

SLATE ROOF. FASTEN EVERY 3 FEET MAXIMUM WITH COPPER CABLE

HOLDER SET IN ADHESIVE.

2 CLASS I COPPER DOWN CONDUCTOR CONNECTED TO GROUND ROD AND

INSTALLED EITHER: A) CONCEALED IN 1" PVC SCHEDULE 40 CONDUIT PER

THE DOWN CONDUCTOR DETAIL, B) EXPOSED ON EXTERIOR OF BUILDING

IF PERMITTED BY THE VA OR C) BONDED TO INTEGRAL BUILDING STEEL

AT TOP AND BOTTOM OF DOWN CONDUCTOR PENETRATION ONLY IF

STEEL IS 3/16" THICK, AN 8" SQUARE AREA OF WELDING TO STEEL IS

POSSIBLE & THE STEEL IS CONTINUOUS. COORDINATE WITH VA RESIDENT

ENGINEER AND UL INSPECTOR.

4 BOND TO COPPER GUTTER WITH COPPER BONDING LUG AND SECURE

WITH APPROPRIATE SCREW FASTENER.

5 THE EXISTING ATTACHED BUILDING CONNECTOR IS NOT IN SCOPE.

3 ROUTE CONDUCTORS ALONG AND DOWN CHIMNEY TO MATCH SURFACE

CONTOURS AND ARCHITECTURAL FEATURES WHERE POSSIBLE.

PLAN NOTES

12. ROOF PADS, PAVERS, FLASHINGS OR ANY OTHER SPECIAL ROOFING

MATERIALS REQUIRED FOR THE INSTALLATION OF THE LIGHTNING

PROTECTION SYSTEM SHALL BE FURNISHED AND INSTALLED BY THE

ROOFING CONTRACTOR.

13. ACTUAL JOB SITE CONDITIONS MAY REQUIRE ITEMS SHOWN ON THE

DRAWING TO BE EITHER LOCATED IN DIFFERENT LOCATIONS OR MADE OF

DIFFERENT MATERIALS. ALL CHANGES MADE TO THE LIGHTNING

PROTECTION SYSTEM AND THE COMPLETED INSTALLATION SHALL MEET

OR EXCEED THE REQUIREMENTS LISTED ABOVE.

14. MAXIMUM HEIGHT OF BUILDING ~ 60' ABOVE FINISHED GRADE.

15. IN ORDER FOR THESE SYSTEMS TO BE COMPLETE LIGHTNING PROTECTION

SYSTEMS, THE ELECTRICAL SERVICE, WATER SERVICE AND GAS SERVICE

MUST BE BONDED TO THE NEAREST DOWN CONDUCTOR OR GROUND

ELECTRODE AS WELL AS ANY AND ALL UNDERGROUND METALLIC PIPING

ENTERING THE STRUCTURE. BOND SERVICES WITH TINNED PIPE CLAMP.

16. PROVIDE UL LETTER OF FINDINGS UPON INSPECTION TO ALLOW FOR

FUTURE UL MASTER LABEL AFTER ALL CONNECTED STRUCTURES HAVE

LIGHTNING PROTECTION SYSTEM INSTALLED.

17. BOND ALL METALLIC OBJECTS ON ROOF INCLUDING GUTTER SYSTEM AND

MECHANICAL UNITS/DUCTS/FLUES, LADDERS, HATCHES, ETC.

1/2" X 24" GENTLY TAPERED SOLID

COPPER AIR TERMINAL WITH

UNIVERSAL SWIVEL BASE SET IN

ADHESIVE. PLUMB AIR TERMINAL

AFTER ADHESIVE HAS SET.

SEE DETAIL "A". NOT USED THIS

PROJECT.

1/2" X 12" GENTLY TAPERED SOLID

COPPER AIR TERMINAL WITH

UNIVERSAL SWIVEL BASE SET IN

ADHESIVE. PLUMB AIR TERMINAL

AFTER ADHESIVE HAS SET.

SEE DETAIL "B". NOT USED THIS

PROJECT.

CLASS I ALUMINUM LIGHTNING

CONDUCTOR (24 STRANDS OF 14 AWG

WIRE - 95 LBS. PER 1000 FEET). SEE

AIR TERMINAL DETAILS FOR METHOD

OF FASTENING. SECURE TO BUILDING

EVERY THREE FEET MAXIMUM. (NOT

USED UNLESS REQUIRED FOR

BONDING TO SIMILAR METALS.)

CLASS I COPPER LIGHTNING

CONDUCTOR (29 STRANDS OF 16 AWG

WIRE - 203 LBS. PER 1000 FEET).

COPPER PARALLEL CABLE

CONNECTOR.

3/4" X 10'-0" COPPER CLAD GROUND

ROD WITH ULTRAWELD CONNECTIONS.

SEE DETAIL "G" AND "H"

ULTRAWELD CONNECTION WITH WELD

METAL. NOT USED THIS PROJECT.

LPS LEGEND

1/2" X 12" GENTLY TAPERED SOLID

COPPER AIR TERMINAL WITH

UNIVERSAL BASE MOUNTED

HORIZONTALLY.

SEE DETAIL "C"

1/2" X 12" GENTLY TAPERED SOLID

COPPER AIR TERMINAL WITH RIDGE

SADDLE BASE.

SEE DETAIL "D"

18. ISOLATED METAL BODIES THAT SHOW NO CONDUCTANCE TO GROUND

SHALL NOT REQUIRE BONDING. A GROUNDED METAL BODY WITHIN THE

SIX-FOOT RULE SHALL BE BONDED TO THE SYSTEM.

19. CONNECTIONS TO GROUND COUNTERPOISE SHALL BE MADE AT A POINT

NOT LESS THAN 1'-0” BELOW GRADE, AND 2'-0” AWAY FROM FOUNDATION

WALL

20. CONNECTIONS TO GROUND SHALL BE MADE AT A POINT NOT LESS THAN

1'-0” BELOW GRADE, AND 2'-0” AWAY FROM FOUNDATION WALL

21.

22. A LIGHTNING ARRESTOR, PROTECTOR, OR ANTENNA-DISCHARGE UNIT

MUST BE INSTALLED ON EACH ELECTRIC, TELEPHONE, AND TELEVISION

SERVICE ENTRANCE.

CONDUCTORS SHALL MAINTAIN A HORIZONTAL OR DOWNWARD PATH FREE

FROM “U” AND “V” POCKETS. ANY RISE IN HORIZONTAL CONDUCTOR SHALL

NOT EXCEED 8 INCHES. CONDUCTOR MAY RISE UPWARDS AT A RATE OF NO

MORE THAN 3” OF RISE PER 1'-0” RUN.

23. ALL ADHESIVE FIXTURES SHALL BE SET WITH AN ADHESIVE COMPOUND

COMPATIBLE WITH THE ROOFING MATERIAL. ADHESIVES SHALL BE

APPROVED IN ADVANCE BY THE ROOFING CONTRACTOR.

24. CONDUCTOR SHALL BE FASTENED EVERY 3'-0” ON CENTER MAXIMUM.

25. WHEN ANCHORING IN MASONRY, HOLES MADE TO RECEIVE THE BODY OF

THE ANCHOR SHALL BE MADE IN THE BRICK, STONE, OR OTHER MASONRY

UNIT RATHER THAN IN MORTAR JOINTS.

26. BOND TO METALLIC PLUMBING WASTE VENTS ON ROOF AND TO

STRUCTURAL STEEL WITHIN BUILDING.

LIGHTNING PROTECTION SYSTEM SHALL BE INSTALLED BY QUALIFIED

PERSON(S) PER THE LIGHTNING PROTECTION STANDARDS: LPI-175, NFPA

780, UL96A, VA OFFICE OF OCCUPATIONAL SAFETY AND HEALTH, AND VA

DESIGN GUIDE STANDARDS. THESE STANDARDS MUST BE FOLLOWED

DURING THE DESIGN, INSTALLATION, AND INSPECTION OF A LIGHTNING

PROTECTION SYSTEM.

27. THE ROOF LINES OF THIS BUILDING ARE NON-STANDARD AND NEED TO BE

THOROUGHLY SURVEYED. THE ROOF IS ARCHITECTURAL IN NATURE AS

WELL AND EXTRA CARE IS REQUIRED WITH REGARDS TO LPS CONDUCTOR

ROUTING .

28. JOB CONDITIONS MAY DICTATE VARIATIONS IN AIR

TERMINAL, CONDUCTORS, AND GROUND ROD LOCATIONS AND A

THOROUGH SITE SURVEY MUST BE COMPLETED PRIOR TO SHOP DRAWING

FABRICATION.

LIGHTNING PROTECTION SYSTEMS SHALL BE INSTALLED IN A NEAT,

PROFESSIONAL MANNER.

29.

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

7 January 2019

BUILDING 9

VA MEDICAL CENTER, SALEM, VA 24153

REPLACE ROOF AND TUCKPOINT (BUILDING 9)

E401 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

04 JAN 2019

Quality Consulting Engineers, LLC

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

803.207.5450 djones@qualityconsultingengineers.com

QCE Project # 19001

GROUND ROD DETAIL "G"

CLASS I COPPER

LIGHTNING

CONDUCTOR

ULTRAWELD MOLD WITH

WELD METAL

3/4" X 10' COPPER

CLAD GROUND ROD

AIR TERMINAL DETAIL "A"

SWIVEL BASE SET IN

ADHESIVE. PLUMB AIR

TERMINAL AFTER

ADHESIVE HAS SET.

1/2" X 24" GENTLY

TAPERED SOLID COPPER

AIR TERMINAL

COPPER CABLE

HOLDER. SECURE

CONDUCTOR EVERY 3'

MAXIMUM.

CLASS I COPPER

LIGHTNING

CONDUCTOR

1" PVC SCH. 40

CONDUIT

TYPICAL BOND TO

BASE OF STEEL COLUMN

ULTRAWELD MOLD WITH

WELD METAL

SEE GROUND ROD

DETAIL "G" FOR

CONTINUATION

STUB OUT PVC

BELOW

FOOTING

CLASS I COPPER

LIGHTNING CONDUCTOR

HLPUL

50H2

1 BOLT PARALLEL CLAMP BONDING LUG BONDING LUG COPPER FLANGE

BONDING PLATE

TINNED

U-BOLT PIPE CLAMP

THRU ROOF DETAIL "T"

CLASS I COPPER LIGHTNING

CONDUCTOR

BIMETAL THRU-ROOF

ASSEMBLY

1" PVC SCHEDULE 40

CONDUIT

CLASS I COPPER LIGHTNING

CONDUCTOR

DOWN CONDUCTOR DETAIL

CLASS I COPPER

LIGHTNING

CONDUCTOR SECURED

EVERY 3' WITH COPPER

CABLE HOLDER SET IN

ADHESIVE

1" PVC SCH. 40

CONDUIT

BRONZE FLANGE

BONDING PLATE (TYP.

OF 2)

AIR TERMINAL DETAIL "B" AIR TERMINAL DETAIL "C" AIR TERMINAL DETAIL "D"

HL P

0 H2

5UL

GENTLY TAPERED AIR

TERMINAL

UNIVERSAL CONCEALED

AIR TERMINAL BASE

MOUNTED HORIZONTALLY

CABLE FASTENER

COPPER, CLASS I

LIGHTNING PROTECTION

CONDUCTOR

AIR TERMINAL ADAPTER

HORIZONTAL BASE

GENTLY TAPERED AIR

TERMINAL

ADHESIVE CABLE

FASTENER

COPPER, CLASS I

LIGHTNING PROTECTION

CONDUCTOR

UNIVERSAL SWIVEL AIR

TERMINAL BASE

NOT USED THIS PROJECT

GENTLY TAPERED AIR

TERMINAL

RIDGE SADDLE AIR

TERMINAL BASE

CABLE FASTENER

COPPER, CLASS I

LIGHTNING PROTECTION

CONDUCTOR

RIDGE SADDLE BASE

ALL CONDUCTOR BENDS

SHALL HAVE A RADIUS

OF 8" OR GREATER AND

SHALL HAVE AN ANGLE

BEND OF 90° OR

GREATER.

CONNECT TO

GROUND ROD BELOW

GRADE. -SEE DETAIL

"G"

CLASS I COPPER

LIGHTNING

CONDUCTOR

SEE THRU

ROOF DETAIL

"T"

GROUND ROD TEST WELL DETAIL "H"

23 23

DAJDAJ

E-801

ELECTRICAL LPS - DETAILS

NOT USED THIS PROJECT

GROUND PLATE DETAIL "G"

ALTERNATE METHOD

24"

24"

1/4"

COPPER GROUND PLATE, TO BE USED AS AN

ALTERNATIVE INSTALLATION METHOD, WHERE ROCK

IS ENCOUNTERED LIMITING THE BURAL DEPTH;

BURY AT A MINIMUM OF 24" BFG

BASE METHOD

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

7 January 2019

BUILDING 9

VA MEDICAL CENTER, SALEM, VA 24153

REPLACE ROOF AND TUCKPOINT (BUILDING 9)

E801 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

04 JAN 2019

Quality Consulting Engineers, LLC

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

803.207.5450 djones@qualityconsultingengineers.com

QCE Project # 19001