P09 Final Construction Drawings - Revised 4 pages.pdf

AT

T S

XETE FO

SA

JO

NA

THAN LO

N

G

2 3 8 2 4

R

EG

IS

TE

RED ARCHITEC

09/23/2020

AL

AL

AL

AL

DS

DSS

DSSDSS

DSS

DS

DS

DSS

DSS

DS

DS

DS

DS

DSSDSSDSS

DSS

DSS

DS

DS

DS

DSS

EM

EM

EM

TWS

BUILDING 38

BUILDING 2

BUILDING 1

BUILDING 42

BUILDING 42

A

A -1

A

A -1

BUILDING LEGEND

BUILDING 1

BUILDING 2

BUILDING 38

BUILDING 42

( NOT IN THE CONTRACT)

( NOT IN THE CONTRACT)

( NOT IN THE CONTRACT)

100% DESIGN DEVELOPMENT

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number:

Drawing Number

Drawn

CONSULTANTS: ARCHITECT/ENGINEERS:

Dwg. of o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Veterans

Health

Administration

1525 E. Douglas, Wichita, KS 67211

Phone: 316-265-9367 | www.glmv.com

Atriax, pllc 102 3rd Avenue NE, Hickory, NC 28601 PO Box 1629, Hickory, NC 28603

Phone: 828-315-9962 www.atriaxgroup.com

Professional Engineering Consultants, P.A.

MEP Engineers 303 S. Topeka, Wichita, KS 67202

Phone: 316-262-2691 www.pec1.com

/6

/2

:3

:5

P M

C U s e rs \j o n .l o n g \D o c u m e n ts \1

.1

A

M a ri o n V

A M

C R e ro o f_

V jo n .l o n g

G L

M V

.r v t

A-101

OVERALL ROOF PLAN BUILDING

1,2,38 & 42

Repair Exterior Systems to Prevent Water Intrusion

VA Medical Center Marion, Illinois

657A5-19-104

JDL SSK 2 4

Revisions: Date:

07/31/2020

AT

T S

XETE FO

SA

JO

NA

THAN LO

N

G

2 3 8 2 4

R

EG

IS

TE

RED ARCHITEC

ROOF LEGEND

EXISTING METAL PANEL ROOF

EXISTING TPO MEMBRANE ROOF

EXISTING EPDM MEMBRANE ROOF

EXISTING WALKPAD

EXISTING ROOF DRAIN TO REMAIN

EXISTING ROOF TOP EQUIPMENT TO REMAIN

LINETYPE LEGEND

DOTTED LINE INDICATES EXISTING GUTTER LOCATION

AL

DSS

DS

DS

DSS

DSS

BUILDING 42

BUILDING 42

42A

42B

42C

42D

42F42G

42E

1F

1H

1I

38D

38C

1G

42H

42I

42J

42K

EIFS 1

53'-0"

EI

FS

'-0

EIFS 3

40'-0"

EI

FS

'-0

EIFS 5

17'-0"

EI

FS

'-0

EIFS 7

62'-6"

EI

FS

'-0

EIFS 12

35'-0"

EI

FS

'-0

EIFS 10

19'-0"

42L

9 11

1 8

3 4

TYP

3 3

TYP

42M

42N 12

FI

EL

D V

ER

IF

Y

3'

-0

FIELD VERIFY

62'-9"

FI

EL

D V

ER

IF

Y

1'

-0

FIELD VERIFY

165'-0"

FIELD VERIFY

55'-6"

FI

EL

D V

ER

IF

Y

'-0

EIFS 8

61'-6"

KEY NOTES

1. REMOVE EXISTING EPDM ROOF MEMBRANE AND COVERBOARD. INSTALL NEW ROOFING

MEMBRANE OVER COVER BOARD OVER EXISTING RIGID INSULATION. CONTRACTOR TO FIELD

VERIFY ALL ROOF AREA IN SCOPE OF WORK. SEE TYPICAL DETAILS REGARDING FLASHING AND

PENETRATIONS.

2. REPLACE ROOF WALK PADS WHERE ROOF IS REPLACED. REFER TO SPECIFICATION.

3. EXISTING ROOF TOP EQUIPMENT TO REMAIN. INSTALL NEW CURB FLASHING. REFER TO

MECHANICAL DETAILS FOR ANY NECESSARY REINSTALLATION OF PIPING OR DRAINAGE.

RE: 13:A-501 / 14:A-501 / 15:A-501.

4. NEW VERTICAL WALL FLASHING. EXISTING ROOF EDGE FLASHING IS TO REMAIN. LOOSEN EDGE

FLASHING FROM EXISTING CLEAT. REPLACE CONTINUOUS CLEAT AND INSERT NEW ROOF

MEMBRANE VERTICAL FLASHING UNDER EXISTING EDGE FLASHING. SECURE EDGE FLASHING TO

NEW CONTINUOUS CLEAT. REFER TO DETAIL 10/A-501.

5. NEW ROOF EDGE FLASHING, PREFINISHED METAL GUTTER, AND PREFINISHED METAL

DOWNSPOUT. ( 21' 0" LINEAR DIM. )

6. NEW SCUPPER FLASHING. ( 6 TOTAL)

7. NEW VERTICAL WALL FLASHING. EXISTING SKYLIGHT AND COUNTER FLASHING IS TO REMAIN.

LIFT EXISTING COUNTER FLASHING AND REPLACE TERMINATION BAR. SECURE EXISTING

COUNTER FLASHING. ( 169' 6" LINEAR DIM. )

8. REPLACE EXISTING EXPANSION JOINT COVER. ( 27' 6" LINEAR DIM. )

9. REPLACE PARAPET FLASHING. SALVAGE AND REINSTALL PREFINISHED METAL PARAPET CAP

FLASHING. ( 469' 11" LINEAR DIM. )

10. REPLACE EXISTING PREFINISHED METAL EDGE FLASHING. ( 84' 5" LINEAR DIM. )

11. REMOVE EXISTING EIFS FINISH SYSTEM AND INSULATION BOARD DOWN TO SUBSTRATE.

SUBSTRATE IS TO REMAIN. VERIFY SUBSTRATE EXISTING CONDITION AND REPAIR AS

NECESSARY. INSTALL NEW FLUID APPLIED AIR BARRIER TO EXISTING SUBSTRATE. INSTALL NEW

RIGID INSULATION AND EIFS FINISH AS SPECIFIED. REFER TO EIFS WALL TABLE.

VERIFY SUBSTRATE EXISTING CONDITION. NOTIFY COR AND ARCHITECT OF ANY APPARENT

SUBSTRATE DAMAGE. IF SUBSTRATE IS FOUND TO DAMAGED, REPAIR AS NECESSARY. PROVIDE

FOR 1,200 SQUARE FEET SUBSTRATE REPAIR AS PART OF BASE BID.

AREA OF EACH EIFS WALL IS INDICATED IN EIFS TABLE. FIELD VERIFICATION REQUIRED BY THE

CONTRACTOR.

12. EXISTING ROOF TO REMAIN.

13. NEW VERTICAL MEMBRANE WALL FLASHING. EXISTING ROOF EDGE MEMBRANE FLASHING TO

REMAIN. REMOVE EXISTING TERMINATION BAR AND LOOSEN EDGE FLASHING. INSERT AND FULLY

ADHERE NEW VERTICAL FLASHING UNDER EXISTING EDGE FLASHING. FASTEN BOTH IN PLACED

WITH NEW TERMINATION BAR AND CONTINUOUS SEALANT. REFER TO DETAIL 5/A-501.

14. EXISTING WALK PADS TO REMAIN.

15. ROUTE NEW CONDENSATE LINES AND PIPING TO NEAREST SCUPPER TO PROVIDE POSITIVE

DRAINAGE. ALL DRAIN LINES TO TERMINATE AT A PRIMARY DRAIN LOCATION, INCLUDING ROOF

DRAIN INLET OR SCUPPER OUTLET.

REFER TO APPLICABLE STANDARD DETAILS 14:A-501 AND 15:A-501.

16. EXISTING MECHANICAL UNIT TO REMAIN.

17. REFINISH ALL EXISTING TO REMAIN PANELS OF EIFS AT BUILDING 42 NORTH FACADE. CLEAN AND

PREP FACADE FOR NEW EIFS RECOATING FINISH SYSTEM. APPLY PRIMER AND FINISH AS

SPECIFIED.

EIFS TABLE

EIFS 1 52'

36'

40'

34'

17'

18'

62' 6"

61' 6"EIFS 2

EIFS 3

EIFS 4

EIFS 5

EIFS 6

EIFS 7

EIFS 8

EIFS # LENGTH AREA - SF EIFS # LENGTH

614.00

666.00

564.00

629.00

144.50

333.00

AREA - SF

892.25

873.75

7,941.22 SFBASE BID TOTAL 433'

18'

19'

EIFS 9

EIFS 10

333.00

161.50

34'

35'

EIFS 11

EIFS 12

629.00

564.00

DEDUCTIVE BID ALTERNATES (DBA)

NOTE: BASE BID CONSISTS OF BID ITEM I. BID ITEM I, GENERAL CONSTRUCTION:

WORK INCLUDES GENERAL CONSTRUCTION, ALTERATIONS, DRAINAGE, ROOFING, EXTERIOR

WALL FINISH, RELATED REPAIRS, AND NECESSARY REMOVAL OF EXISTING CONSTRUCTION AND

CERTAIN OTHER ITEMS.

CONSTRUCTION DURATION: 210 CALENDAR DAYS.

1. BID ITEM II (DBA NO.1) : ALL THE WORK IN BID ITEM I ABOVE EXCEPT DELETE EIFS 1, 6 AND 9

FINISH SYSTEM REMOVAL AND REPLACEMENT. DELETE WORK TO REPLACE 15% OF

CORRESPONDING SUBSTRATE FOR EIFS 1, 6 AND 9. IN LIEU OF DELETED WORK, PREP EXISTING EIFS SURFACE AND PROVIDE NEW EIFS PRIMER AND FINISH COATING FOR EIFS 1, 6 AND 9 AREAS.

CONSTRUCTION DURATION: NO CHANGE.

2. BID ITEM III (DBA NO.2): ALL THE WORK IN BID ITEM II ABOVE EXCEPT DELETE EIFS 10, 5 AND 2

FINISH SYSTEM REMOVAL AND REPLACEMENT. DELETE WORK TO REPLACE 15% OF

CORRESPONDING SUBSTRATE FOR EIFS 10, 5 AND 2. IN LIEU OF DELETED WORK, PREP EXISTING

EIFS SURFACE AND PROVIDE NEW EIFS PRIMER AND FINISH COATING FOR EIFS 10, 5 AND 2

AREAS.

CONSTRUCTION DURATION: NO CHANGE.

3. BID ITEM IV (DBA NO.3): ALL THE WORK IN BID ITEM III ABOVE EXCEPT DELETE EIFS 3, 12 AND 4

FINISH SYSTEM REMOVAL AND REPLACEMENT. DELETE WORK TO REPLACE 15% OF

CORRESPONDING SUBSTRATE FOR EIFS 3, 12 AND 4. IN LIEU OF DELETED WORK, PREP EXISTING

EIFS SURFACE AND PROVIDE NEW EIFS PRIMER AND FINISH COATING FOR EIFS 3, 12 AND 4

AREAS.

CONSTRUCTION DURATION: NO CHANGE.

4. BID ITEM V (DBA NO.4): ALL THE WORK IN BID ITEM IV ABOVE EXCEPT DELETE EIFS 11, 7 AND 8

FINISH SYSTEM REMOVAL AND REPLACEMENT. DELETE WORK TO REPLACE 15% OF

CORRESPONDING SUBSTRATE FOR EIFS 11, 7 AND 8. IN LIEU OF DELETED WORK, PREP EXISTING

EIFS SURFACE AND PROVIDE NEW EIFS PRIMER AND FINISH COATING FOR EIFS 11, 7 AND 8

AREAS.

CONSTRUCTION DURATION: NO CHANGE.

GENERAL NOTES

1. PROTECT ALL EXISTING TO REMAIN ELEMENTS INCLUDING BUT NOT LIMITED TO ROOF

CONSTRUCTION NOT IN CONTRACT, EQUIPMENT, LANDSCAPING, PAVING, RAMPS, STOREFRONT,

ETC. REPAIR, REINSTALL, OR REPLACE ALL ELEMENTS THAT ARE DISTURBED DURING

CONSTRUCTION.

2. REINSTALL EXISTING EQUIPMENT AND RESTORE TO CONDITION PRIOR TO THIS PROJECT NTP, INCLUDING ALL CONNECTIONS REQUIRED FOR FULL FUNCTIONALITY.

3. CONTRACTOR IS TO PERFORM A PRECONSTRUCTION CONDITION ASSESSMENT OF ALL EIFS

SURFACES SCHEDULED FOR REFINISH OR REPLACEMENT. SUBMIT AN ASSESSMENT REPORT

WITH EACH WALL AREA ITEMIZED. DO NOT PROCEED WITH ANY EIFS WORK PRIOR TO SUBMITTAL

REVIEW AND APPROVAL BY COR. REFER TO SPECIFICATION FOR MORE INFORMATION

REGARDING SUBMITTAL REQUIREMENTS.

100% DESIGN DEVELOPMENT

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number:

Drawing Number

Drawn

CONSULTANTS: ARCHITECT/ENGINEERS:

Dwg. of o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Veterans

Health

Administration

1525 E. Douglas, Wichita, KS 67211

Phone: 316-265-9367 | www.glmv.com

Atriax, pllc 102 3rd Avenue NE, Hickory, NC 28601 PO Box 1629, Hickory, NC 28603

Phone: 828-315-9962 www.atriaxgroup.com

Professional Engineering Consultants, P.A.

MEP Engineers 303 S. Topeka, Wichita, KS 67202

Phone: 316-262-2691 www.pec1.com

/2

/2

:5

:0

A

M C

U s e rs \j o n .l o n g \D o c u m e n ts \1

.1

A

M a ri o n V

A M

C R e ro o f_

V jo n .l o n g

G L

M V

.r v t

A-102

ROOF PLAN - BUILDING 42 Repair Exterior Systems to Prevent Water Intrusion

VA Medical Center Marion, Illinois

657A5-19-104

08/13/2020 JDL SSK 3 4

0 16' 32'8'1/16" = 1'-0"A

OVERALL ROOF PLAN - BUILDING 42

NORTH

Revisions: Date:

BID ITEM REVISIONS 02/22/2021

02/22/2021

AT

T S

XETE FO

SA

JO

NA

THAN LO

N

G

2 3 8 2 4

R

EG

IS

TE

RED ARCHITEC

HOT AIR WELD

PER MFR. REQUIREMENTS

EXISTING WALL COMPONENTS TO

REMAIN. VERIFY IN FIELD.

TPO MEMBRANE

BONDING ADHESIVE

SINGLE-PLY TPO

MEMBRANE OVER

HIGH DENSITY BOARD

E X

T E

R

IO

R W

A

LL

A S

S E

M B

LY

(R

E F

. E X

T E

R

IO

R W

A

LL

T Y

P E

S

EXISTING ROOF COMPONENTS.

VERIFY IN FIELD.

EXISTING SUBSTRATE TO

REMAIN. VERIFY IN FIELD.

NEW COVERBOARD

AS SPECIFIED.

CL

WATER CUT-OFF MASTIC

THERMOPLASTIC PRE-

MOLDED PIPE FLASHING

HOT AIR-WELD

PER MFR. REQUIREMENTS

FASTENER & SEAM FASTENING PLATE

PER MFR. REQUIREMENTS

STAINLESS STEEL

CLAMPING RING

SINGLE-PLY TPO MEMBRANE

OVER COVER BOARD

P

IP

E

EXISTING ROOF

COMPONENTS.

VERIFY IN FIELD.

SINGLE-PLY

TPO STRIPPING

BONDING ADHESIVE

SINGLE-PLY TPO

MEMBRANE OVER

HIGH DENSITY BOARD

E X

T E

R

IO

R W

A

LL

A S

S E

M B

LY

(R

E F

. E X

T E

R

IO

R W

A

LL

T Y

P E

S

2" EJ

SINGLE-PLY

TPO STRIPPING

SINGLE-PLY TPO MEMBRANE

TERMINATED PER WALL

SECTION DRAWINGS

EXISTING ROOF COMPONENTS.

VERIFY IN FIELD.

EXISTING SUBSTRATE TO

REMAIN. VERIFY IN FIELD.

INSULATION BOARD

DRAINAGE CAVITY

EXISTING SUBSTRATE

TO REMAIN.

VERIFY IN FIELD.

PRIMER COAT

FINISH COAT

BASE COAT

W/ MESH EMBEDDED

FLUID-APPLIED

AIR/WEATHER BARRIER

EIFS SYSTEM

ADHESIVE

SPACING PER MFR.

FLUID-APPLIED

AIR/WEATHER BARRIER

DRAINAGE CAVITY

JOINT TREATMENT AT

SHEATHING JOINTS

PLAN

SECTION

9 1/2"

2"

EXISTING SUBSTRATE

TO REMAIN.

VERIFY IN FIELD.

EXISTING WALL

COMPONENTS TO REMAIN.

VERIFY IN FIELD.

EXISTING WALL

COMPONENTS TO REMAIN.

VERIFY IN FIELD.

PRE-FINISHED

MTL. COPING CAP

EIFS SYSTEM

REF. WALL SECTIONS

WEATHER BARRIER

WOOD NAILER

5"

CONTINUOUS CLEAT

CONTINUOUS WEATHER

BARRIER OVER BLOCKING

CONTINUOUS BACKER

ROD AND SEALANT

EXISTING SUBSTRATE

TO REMAIN.

VERIFY IN FIELD.

BONDING ADHESIVE

TPO CONTINUED AND

TERMINATED UNDER

PARAPET CAP

CONTINUOUS CLEAT

EXISTING WALL

COMPONENTS TO REMAIN.

VERIFY IN FIELD.

DRIP EDGE

EIFS SYSTEM

REF. WALL SECTIONS

1/4" GAP FOR DRAINAGE

JOINT TREATMENT

AROUND EDGE

SOFFIT ASSEMBLY TO

MATCH WALL TYPE 'E1'

EXISTING SUBSTRATE

TO REMAIN.

VERIFY IN FIELD.

EXISTING WALL

COMPONENTS TO REMAIN.

VERIFY IN FIELD.

PREFINISHED

MTL. FLASHING

EIFS SYSTEM

REF. WALL SECTIONS

EXISTING WINDOW

TO REMAIN

CONTINUOUS BACKER

ROD AND SEALANT

EACH SIDE

SELF-ADHERED FLASHING

WEATHER BARRIER EXISTING SUBSTRATE

TO REMAIN.

VERIFY IN FIELD.

EXISTING WALL

COMPONENTS TO

REMAIN. VERIFY IN FIELD.

EXISTING WINDOW TO

REMAIN

PREFINISHED

MTL. FLASHING

EIFS SYSTEM

REF. WALL SECTIONS

SELF-ADHERED FLASHING

WEATHER BARRIER

*** REF. SPECIFICATIONS FOR PRODUCT

MANUFACTURER AND INSTALLATION REQUIREMENTS

EXISTING SUBSTRATE TO

REMAIN. VERIFY IN FIELD.

EXISTING WALL COMPONENTS

TO REMAIN. VERIFY IN FIELD.

EXISTING WALL COMPONENTS

TO REMAIN. VERIFY IN FIELD.

SINGLE PLY ROOFING ON

COVER BOARD

EXISTING ROOF INSULATION

SINGLE PLY ROOFING,

CONTINUE UP PARAPET

EXISTING WALL COMPONENTS

TO REMAIN. VERIFY IN FIELD.

EIFS SYSTEM

REF. WALL SECTIONS

WEATHER BARRIER

EXISTING SHEET METAL THRU-

WALL SCUPPERSEALANT

EXISTING ROOF COMPONENTS.

VERIFY IN FIELD.

EXISTING SUBSTRATE TO

REMAIN. VERIFY IN FIELD.

EXISTING SUBSTRATE TO

REMAIN. VERIFY IN FIELD.

MATCH EXISTING SCUPPER

ELEVATION. ENSURE POSITIVE

DRAINAGE WHERE SCUPPER

SERVES AS PRIMARY DRAIN.

LINE OF EXISTING

ROOF TOP EQUIPMENT

EXISTING CURB

CONSTRUCTION

TO REMAIN

FASTENER @ 12" OC

PT WD BLKG

TPO FLASHING

TPO MEMBRANE FULLY

ADHERED TO WALL W/

BONDING ADHESIVE

SEALANT

TPO MEMBRANE

EXISTING ROOF

COMPONENTS.

VERIFY IN FIELD.

PREFINISHED 6"

METAL GUTTER

NEW SINGLE-PLY TPO

MEMBRANE OVER COVER BOARD

SINGLE-PLY TPO STRIPPING

NEW PREFINISHED METAL

DRIP EDGE FASCIA

NEW CONTINUOUS CLEAT

CONTINUE TPO MEMBRANE

OVER EDGE AND TERMINATE

BEHIND GUTTER

EXISTING ROOF AND WALL

COMPONENTS.

VERIFY IN FIELD.

EXISTING ROOF MEMBRANE TO REMAIN.

EXISTING ROOF AND WALL

COMPONENTS.

VERIFY IN FIELD.

A-501

EXISTING EDGE TAPE. VERIFY CONDITION

AND REPAIR AS REQUIRED

EXISTING EDGE FLASHING AND MEMBRANE

EDGE OVERWRAP AND MEMBRANE TAPE.

RESECURE AFTER INSERTION OF NEW

VERTICAL WALL FLASHING.

WRAP NEW VERTICAL FLASHING OVER

EDGE. ADHERE AND SECURE WITH

PERIMETER FASTNERS UNDER

EXISTING TO REMAIN ROOF MEMBRANE

AND EDGE FLASHING.

NEW CONTINUOUS CLEAT FOR EDGE

FLASHING. USE TO SECURE EXISTING

EDGE OVER NEW FLASHING.

EXISTING ROOF MEMBRANE TO REMAIN.

EXISTING ROOF AND WALL

COMPONENTS.

VERIFY IN FIELD.

A-501

EXISTING MEMBRANE ROOF EDGE.

REMOVE EXISTING TERMINATION BAR AND

LOOSEN EDGE FLASHING. ADHERE NEW

VERTICAL FLASHING UNDER EXISTING

EDGE FLASHING. RE ADHERE EDGE

FLASHING AND SECURE WITH NEW

TEMRINATION BAR.

CONTINUOUS SEALANT.

NEW TERMINATION BAR OVER

EXISTING EDGE FLASHING AND NEW

FULLY ADHERED VERTICAL FLASHING.

100% DESIGN DEVELOPMENT

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number:

Drawing Number

Drawn

CONSULTANTS: ARCHITECT/ENGINEERS:

Dwg. of o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Veterans

Health

Administration

1525 E. Douglas, Wichita, KS 67211

Phone: 316-265-9367 | www.glmv.com

Atriax, pllc 102 3rd Avenue NE, Hickory, NC 28601 PO Box 1629, Hickory, NC 28603

Phone: 828-315-9962 www.atriaxgroup.com

Professional Engineering Consultants, P.A.

MEP Engineers 303 S. Topeka, Wichita, KS 67202

Phone: 316-262-2691 www.pec1.com

/6

/2

:3

:5

P M

C U s e rs \j o n .l o n g \D o c u m e n ts \1

.1

A

M a ri o n V

A M

C R e ro o f_

V jo n .l o n g

G L

M V

.r v t

A-501

DETAILS Repair Exterior Systems to Prevent Water Intrusion

VA Medical Center Marion, Illinois

657A5-19-104

JDL SSK 4 4

3" = 1'-0"3

EXTERIOR DETAIL - TPO ROOF

3" = 1'-0"8

TYPICAL PIPE PENETRATION DETAIL

3" = 1'-0"12

EXTERIOR DETAIL - BELLOWS EJ

3" = 1'-0"1

EXTERIOR WALL TYPE- EIFS

3" = 1'-0"6

EXTERIOR EIFS PARAPET CAP DETAIL

3" = 1'-0"11

EXTERIOR EIFS TO SOFFIT TRANSITION DETAIL

3" = 1'-0"2

WINDOW - EXTERIOR HEAD

3" = 1'-0"7

WINDOW - EXTERIOR JAMB

1 1/2" = 1'-0"4

ROOF DETAIL - SCUPPER

3" = 1'-0"13

EQUIPMENT CURB DETAIL

3" = 1'-0"9

EXTERIOR DETAIL - TPO ROOF - GUTTER

3" = 1'-0"14

AIR HANDLING UNIT DRAIN TRAP

3" = 1'-0"15

ROOF PIPE SUPPORT DETAIL

3" = 1'-0"10

EXTERIOR DETAIL - TPO ROOF - EDGE FINISH

3" = 1'-0"5

EXTERIOR DETAIL -

EXISTING MEMBRANE ROOF EDGE

Revisions: Date:

B A

UNIT TYPE

DRAW THRU

BLOW THRU

A B

2" PLUS X X+1"

1" MIN. 2X

WHERE X = STATIC PRESSURE IN PAN

DRAIN PAN

DRAIN LINE SHALL BE AT LEAST THE

SAME SIZE AS THE NIPPLE ON THE

DRAIN PAN (3/4" MINIMUM).

OPEN VENT

PITCH DOWN TOWARD DRAIN

CLEANOUT

OPEN

DRAIN

1"

ROOF

PIPE STAND MANUFACTURER'S

RECOMMENDED FASTENING SYSTEM.

ALLOW FOR SOME PIPE MOVEMENT IN

BOTH DIRECTIONS.

PIPE

COOPER BLINE C10 SUPPORT

BASE OR EQUAL. SET AT

10'-0" CENTERS

SET IN MASTIC

07/31/2020

AT

T S

XETE FO

SA

JO

NA

THAN LO

N

G

2 3 8 2 4

R

EG

IS

TE

RED ARCHITEC