A0.0 Cover Sheet · WJE disclaims any responsibility for its unauthorized use. Plotted: 1/20/2015 3:49 PM by VerSchave, Everett File Name: P:\2014\2014.4xxx\2014.4904.0 - MCLAIN COMMUNITY

$Page 1: A0.0 Cover Sheet · WJE disclaims any responsibility for its unauthorized use. Plotted: 1/20/2015 3:49 PM by VerSchave, Everett File Name: P:\2014\2014.4xxx\2014.4904.0 - MCLAIN COMMUNITY$
Cover Sheet

A0.0

DescriptionMark Date

Project No.

Date

Drawn

Checked

Scale

Sheet Title

Sheet No.Cop

yrig

ht 2

014.

All

right

s res

erve

d. N

o pa

rt of

this

doc

umen

t may

be

repr

oduc

ed in

any

form

or b

y an

y m

eans

with

out

perm

issi

on fr

om W

iss,

Jann

ey, E

lstn

er A

ssoc

iate

s, In

c. (W

JE).

WJE

dis

clai

ms a

ny re

spon

sibi

lity

for i

ts u

naut

horiz

ed u

se.

Plot

ted:

1/2

0/20

15 3

:49

PM b

y V

erSc

have

, Eve

rett

File

Nam

e: P

:\201

4\20

14.4

xxx\

2014

.490

4.0

- MC

LAIN

CO

MM

UN

ITY

HIG

H S

CH

OO

L (E

LV)\W

JE D

raw

ings

\A0.

0 C

over

Shee

t.dw

g

THIS SHEET PLOTS FULL SIZE

AT 24x36 (INCHES)

0 1/2" 1" 2"

January 21, 2015

ELV

JHF

As Shown

10/29/14 Owner Review

1/21/15 Issued for Bid

2014.4904

Building Envelope

Repairs

at

McLain Community

High School

13600 West 2nd Place

Lakewood, Colorado

Jefferson County

Schools

809 Quail Street, Building 4

Lakewood, Colorado 80215

Project

Client

Headquarters & Laboratories : Northbrook, IllinoisAtlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | DetroitHonolulu | Houston | Los Angeles | Minneapolis | New Haven | New York

Princeton | San Francisco | Seattle | Washington, D.C.

Wiss, Janney, Elstner Associates, Inc.

3609 South Wadsworth Boulevard, Suite 400


303.914.4300 tel | 303.914.3000 fax

www.wje.com

ENGINEERSARCHITECTSMATERIALS SCIENTISTS

Index to Drawings:

Wiss, Janney, Elstner Associates, Inc.Architect:

Jefferson County Schools809 Quail Street, Building #4Lakewood, Colorado 80215

3609 South Wadsworth Blvd, Suite 400Lakewood, Colorado 80235303.914.4300 tel | 303.914.3000 faxwww.wje.com

Building Envelope RepairsProject ID 15M52700U01McLain Community High School13600 West 2nd PlaceLakewood, Colorado 80228

A0.0 Cover Sheet

A1.0 Roof Plan

A2.0 Partial Elevations

A3.0 Repair Details

A3.1 Repair Details

A3.2 Repair Details

Client:

Project:

Abbreviations

@ At

Ø Diameter

A/E Architect/Engineer (WJE Associates)

(E) Existing

EIFS Exterior Insulation Finish System

MIN Minimum

(N) New

TYP Typical

VIF Verify In Field

w/ With

WRB Water-Resistive Barrier

McLain Community High School

Lakewood, Colorado

Area Map Scope of Work

The Building Envelope Repairs project at McLain Community High School is to include, but

not limited to, the following:

1. EIFS Removal and Stucco Installation : At locations noted on the elevations, remove

existing EIFS to expose existing sheathing. Where existing sheathing is deteriorated,

replace with new gypsum sheathing. Install new water-resistive barrier, drainage media,

metal lath/accessories, and three-coat cementitious stucco.

2. EIFS Bumpouts: At the horizontal bands in the new stucco cladding and at the heads

and sills of the storefront glazing systems within the masonry at the first floor as noted on

the elevations, install new EIFS bumpouts. Install flashings per the details behind the

EIFS bumpouts at the heads and sills of the storefront glazing systems.

3. Sealant Replacement: Replace masonry sealant joints and the perimeters of the

storefront glazing as noted on the elevations.

4. Interior Finish Repair : Replace four (4) interior window sills to match existing.

5. Alternate No. 1:

Storefront Rough Opening Flashing : Temporarily remove and reinstall forty (40)

storefront glazing systems as noted on the elevations to install new rough-opening

flashings per the enclosed details.

Building Envelope RepairsMcLain Community High School

527

0-201

5R

R-A

0.0 M

CLA

IN

C

OM

MU

NIT

Y H

.S

. B

UIL

DIN

G E

NV

EL

OP

E R

EP

AIR

S

Roof Plan

A1.0


Project No.

Date

Drawn

Checked

Scale

Sheet Title

Sheet No.Cop

yrig

ht 2

014.

All

right

s res

erve

d. N

o pa

rt of

this

doc

umen

t may

be

repr

oduc

ed in

any

form

or b

y an

y m

eans

with

out

perm

issi

on fr

om W

iss,

Jann

ey, E

lstn

er A

ssoc

iate

s, In

c. (W

JE).

WJE

dis

clai

ms a

ny re

spon

sibi

lity

for i

ts u

naut

horiz

ed u

se.

Plot

ted:

1/2

0/20

15 3

:50

PM b

y V

erSc

have

, Eve

rett

File

Nam

e: P

:\201

4\20

14.4

xxx\

2014

.490

4.0

- MC

LAIN

CO

MM

UN

ITY

HIG

H S

CH

OO

L (E

LV)\W

JE D

raw

ings

\A1.

0 R

oof

Plan

s.dw

g


AT 24x36 (INCHES)

0 1/2" 1" 2"

January 21, 2015

ELV

JHF

As Shown



2014.4904

Building Envelope

Repairs

at

McLain Community

High School


Lakewood, Colorado

Jefferson County

Schools



Project

Client






303.914.4300 tel | 303.914.3000 fax

www.wje.com


1

Scale: 1/16" = 1'-0"

Roof Plan

N

N

PLAN

A2.0

1

A2.0

2

E

X

T

E

N

T

O

F

R

E

P

A

I

R

S

E

X

T

E

N

T

O

F

R

E

P

A

I

R

S

5270

-2

015

RR

-A

1.0

M

CL

AIN

C

OM

MU

NIT

Y H

.S

. B

UILD

IN

G E

NV

ELO

PE

R

EP

AIR

S

Partial North and West

Elevations

A2.0


Project No.

Date

Drawn

Checked

Scale

Sheet Title

Sheet No.Cop

yrig

ht 2

014.

All

right

s res

erve

d. N

o pa

rt of

this

doc

umen

t may

be

repr

oduc

ed in

any

form

or b

y an

y m

eans

with

out

perm

issi

on fr

om W

iss,

Jann

ey, E

lstn

er A

ssoc

iate

s, In

c. (W

JE).

WJE

dis

clai

ms a

ny re

spon

sibi

lity

for i

ts u

naut

horiz

ed u

se.

Plot

ted:

1/2

0/20

15 3

:50

PM b

y V

erSc

have

, Eve

rett

File

Nam

e: P

:\201

4\20

14.4

xxx\

2014

.490

4.0

- MC

LAIN

CO

MM

UN

ITY

HIG

H S

CH

OO

L (E

LV)\W

JE D

raw

ings

\A2.

0El

evat

ions

.dw

g


AT 24x36 (INCHES)

0 1/2" 1" 2"

January 21, 2015

ELV

JHF

As Shown



2014.4904

Building Envelope

Repairs

at

McLain Community

High School


Lakewood, Colorado

Jefferson County

Schools



Project

Client






303.914.4300 tel | 303.914.3000 fax

www.wje.com


1

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

Partial North Elevation

1

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

West Elevation

SCOPE OF WORK

SCOPE OF WORK

A3.0

1, 4

A3.0

2, 5

A3.0

3, 6

A3.1

8

A3.1

7

A3.1

9

A3.1

8

A3.1

7

A3.1

10

A3.1

11

A3.1

12

A3.1

13

A3.2

14

A3.2

14

A3.1

9

CONTROL JOINT, TYP

CONTROL JOINT, TYP

REPLACE SEALANT JOINTS IN MASONRY

WITHIN SCOPE OF REPAIR AREA

REPLACE WINDOW PERIMETER SEALANT

JOINTS WITHIN SCOPE OF WORK AREA

REPLACE SEALANT JOINTS IN MASONRY

WITHIN SCOPE OF REPAIR AREA

REPLACE WINDOW PERIMETER SEALANT

JOINTS WITHIN SCOPE OF WORK AREA

A3.2

15

A3.0

1, 4

A3.0

2, 5

A3.0

3, 6

A3.2

16

A3.1

12

A3.1

13

527

0-201

5R

R-A

2.0 M

CLA

IN

C

OM

MU

NIT

Y H

.S

. B

UIL

DIN

G E

NV

EL

OP

E R

EP

AIR

S

BACKER ROD AND SEALANT

(N) PREFINISHED SHEET METAL

FLASHING WITH HEMMED DRIP EDGE

SLOPED TO EXTERIOR. OVERLAP (N)

FLASHING AT JAMBS.

(E) GYP SHEATHING TO REMAIN. SEE BID

SHEET FOR UNIT PRICE REPLACEMENT

BASED ON A/E REVIEW.

(N) 6" STRIP OF SELF-ADHERING FLASHING

TO BOND TO GYP SHEATHING AND OVER

SHEET METAL FLASHING

(N) WRB ( ) TO OVERLAP

SELF-ADHESIVE FLASHING AND SHEET

METAL FLASHING

(N) DRAINAGE MEDIA

(N) THREE-COAT CEMENTITIOUS STUCCO

CASING BEAD AND METAL ACCESSORIES

INSTALLED ON EXTERIOR SIDE OF

DRAINAGE MEDIA (WRB AND DRAINAGE

MEDIA CONTINUOUS)

3/4

"

(E) GLAZING SYSTEM TO REMAIN

1

2

"











METAL FLASHING

(N) DRAINAGE MEDIA





MEDIA CONTINUOUS)

3

4

"


3/8" SEALANT JOINT w/ BACKER ROD

(E) SHEET METAL FLASHING TO REMAIN.

DURING REPAIR, DO NOT CREATE

NEGATIVE SLOPE.




SELF-ADHESIVE FLASHING TO EXTEND

OVER (N) WRB 2" MIN ( )

(N) DRAINAGE MEDIA


(E) STOREFRONT FRAMING TO REMAIN

SEALANT AND BACKER ROD. DO NOT

BLOCK WEEPS.

SET SHEET METAL FLASHING SET IN

SEALANT ONTO (N) CASING BEAD

4" M

IN

CANT OF DOW 758 SEALANT

TRIM (E) PREFINISHED METAL SILL

FLASHING TO ALLOW FOR INSTALLATION

OF (N) ALUMINUM BACK DAM




(N) DUPONT FLEXWRAP TO EXTEND OVER

(N) WRB 3" MIN ( )

(N) DRAINAGE MEDIA


SET SHEET METAL FLASHING IN SEALANT

ONTO (N) CASING BEAD

ALTERNATE No. 1:

REMOVE AND RESECURE (E) STOREFRONT

GLAZING SYSTEM TO INSTALL DUPONT FLEXWRAP

INTO ROUGH OPENING. INSTALL (N) HP SUBSILL

FLASHING AND END DAMS. SEE 17/A3.2.

INTERIOR SEALANT JOINT

ANCHORS AND SHIMS, SEE SPECIFICATIONS. SEAL

OVER HEADS OF ANCHORS.

SEALANT AND BACKER ROD (3/8" JOINT MIN)

3" M

IN

(N) 1/16" THICK ALUMINUM BACK DAM FULL

WIDTH OF ROUGH OPENING, FIELD CUT:

3

4

"

1

1

2

"











METAL FLASHING

(N) DRAINAGE MEDIA





MEDIA CONTINUOUS)

ALTERNATE No. 1:

REMOVE AND RESECURE (E)

STOREFRONT GLAZING SYSTEM TO

INSTALL 6" STRIP OF SELF-ADHERING

FLASHING TO WRAP INTO ROUGH

OPENING

3

4

"


3/8" SEALANT JOINT w/ BACKER ROD




SLOPED TO EXTERIOR









METAL FLASHING

(N) DRAINAGE MEDIA





MEDIA CONTINUOUS)

ALTERNATE No. 1:

REMOVE AND RESECURE (E)

STOREFRONT GLAZING SYSTEM TO

INSTALL 6" STRIP OF SELF-ADHERING

FLASHING TO WRAP INTO ROUGH

OPENING

3/4

"

Repair Details

A3.0


Project No.

Date

Drawn

Checked

Scale

Sheet Title

Sheet No.Cop

yrig

ht 2

014.

All

right

s res

erve

d. N

o pa

rt of

this

doc

umen

t may

be

repr

oduc

ed in

any

form

or b

y an

y m

eans

with

out

perm

issi

on fr

om W

iss,

Jann

ey, E

lstn

er A

ssoc

iate

s, In

c. (W

JE).

WJE

dis

clai

ms a

ny re

spon

sibi

lity

for i

ts u

naut

horiz

ed u

se.

Plot

ted:

1/2

0/20

15 3

:50

PM b

y V

erSc

have

, Eve

rett

File

Nam

e: P

:\201

4\20

14.4

xxx\

2014

.490

4.0

- MC

LAIN

CO

MM

UN

ITY

HIG

H S

CH

OO

L (E

LV)\W

JE D

raw

ings

\A3.

0 R

epai

rD

etai

ls.d

wg


AT 24x36 (INCHES)

0 1/2" 1" 2"

January 21, 2015

ELV

JHF

As Shown



2014.4904

Building Envelope

Repairs

at

McLain Community

High School


Lakewood, Colorado

Jefferson County

Schools



Project

Client






303.914.4300 tel | 303.914.3000 fax

www.wje.com


1

Scale: 6" = 1'-0"

Typical Storefront Head Detail at Stucco

2

Scale: 6" = 1'-0"

Typical Storefront Jamb Detail at Stucco

3

Scale: 6" = 1'-0"

Typical Storefront Sill Detail at Stucco

4

Scale: 6" = 1'-0"

Alternate No. 1:

Typical Storefront Head Detail at Stucco

2

Scale: 6" = 1'-0"

Alternate No. 1:

Typical Storefront Jamb Detail at Stucco

3

Scale: 6" = 1'-0"

Alternate No. 1:

Typical Storefront Sill Detail at Stucco

52

70

-20

15R

R-A

3.0

M

CLA

IN

C

OM

MU

NIT

Y H

.S

. B

UILD

IN

G E

NV

ELO

PE

R

EP

AIR

S

(E) MASONRY TO REMAIN

(E) STOREFRONT GLAZING SYSTEM TO REMAIN

(N) BACKER ROD AND SEALANT

(N) PREFINISHED SHEET METAL FLASHING WITH

HEMMED DRIP EDGE SLOPED TO EXTERIOR

(E) SHELF ANGLE TO REMAIN

(N) BACKER ROD AND SEALANT. TERMINATE

(N) EIFS FINISH COAT AT EDGE OF SEALANT

(DO NOT SEAL TO FINISH COAT).

(N) EIFS BAND PROFILE TO MATCH (E).

BACK-WRAP AND FASTEN PER EIFS

MANUFACTURER'S RECOMMENDATIONS.

(N) SELF-ADHERING FLASHING TO

TERMINATE BELOW ANGLE AND

INSTALL A 1/2" CANT OF DOW 758

SEALANT.

(N) SELF-ADHERING FLASHING TO

OVERLAP VERTICAL LEG OF (N)


PROVIDE DRIP WITH (N) EIFS BAND

15°

3/8

"

MIN

(E) STOREFRONT GLAZING SYSTEM TO

REMAIN

THOROUGHLY CLEAN JOINT BETWEEN (E)

STEEL ANGLE AND STOREFRONT SUBSILL

PRIOR TO INSTALLING BACKER ROD AND

SEALANT JOINT


(N) SLOPED ROWLOCK CONCRETE

MASONRY SET ON A BED OF MORTAR.

COLOR BY OWNER.

REMOVE (E) EIFS BAND

SAWCUT (E) CONCRETE MASONRY AS

NECESSARY USING A JIG FOR UNIFORM

CUT (APPROXIMATELY 2") TO INSTALL

ROWLOCK MASONRY

(N) SELF-ADHERING FLASHING WITH LAPS

AND DOWEL PENETRATIONS DETAILED

WITH MANUFACTURER'S LIQUID MEMBRANE

(N) 24 GA STAINLESS STEEL FLASHING DRIP

EDGE w/ HEMMED DRIP EDGE AND 45

DEGREE BEND IN BACK LEG. USE SINGLE

PIECES FOR EACH OPENING, DO NOT

SPLICE.

(N) STAINLESS STEEL 1/8" Ø DOWELS @ 16"

OC EMBEDDED 1-1/2" INTO (E) MASONRY

INSTALL (N) STRIP OF SELF-ADHERING

FLASHING ACROSS STEEL ANGLE AND

OVER (E) BUILDING PAPER. PRIME ALL

SURFACES, TYP.

(E) ROOF MEMBRANE TO REMAIN. TRIM

MEMBRANE ALONG TOP EDGE OF

FLASHING.

(N) TWO-PIECE PREFINISHED SHEET

METAL FLASHING WITH HEMMED DRIP

EDGE SLOPED TO EXTERIOR









METAL FLASHING

(N) DRAINAGE MEDIA





MEDIA CONTINUOUS)

8" M

IN

(N) EIFS BUMP-OUT. MATCH (E) PROFILE

AND SIZE (SHOWN IS APPROXIMATE).

SECURE TO (N) STUCCO AND

BACK-WRAP PER MANUFACTURER'S

RECOMMENDATIONS.

(N) CEMENTITIOUS STUCCO, SEE DETAIL

1/A3.0. STUCCO CONTINUOUS BEHIND

(N) EPS BUMP-OUT.

1

:2

S

L

O

P

E

DRIP

(N) STUCCO ASSEMBLY, SEE DETAIL 1/A3.0.


TO BOND TO EDGE OF (N) WRB AND ONTO

(N) EDGE FLASHING

(N) PREFINISHED SHEET METAL FLASHING

SIZE AS SHOWN

2"

7

8

"




1

2

"

3

8

"


OVERLAP (N) WRB 4" MIN OVER EXISTING

AT BRICK MASONRY

4" MIN



Repair Details

A3.1


Project No.

Date

Drawn

Checked

Scale

Sheet Title

Sheet No.Cop

yrig

ht 2

014.

All

right

s res

erve

d. N

o pa

rt of

this

doc

umen

t may

be

repr

oduc

ed in

any

form

or b

y an

y m

eans

with

out

perm

issi

on fr

om W

iss,

Jann

ey, E

lstn

er A

ssoc

iate

s, In

c. (W

JE).

WJE

dis

clai

ms a

ny re

spon

sibi

lity

for i

ts u

naut

horiz

ed u

se.

Plot

ted:

1/2

0/20

15 3

:51

PM b

y V

erSc

have

, Eve

rett

File

Nam

e: P

:\201

4\20

14.4

xxx\

2014

.490

4.0

- MC

LAIN

CO

MM

UN

ITY

HIG

H S

CH

OO

L (E

LV)\W

JE D

raw

ings

\A3.

0 R

epai

rD

etai

ls.d

wg


AT 24x36 (INCHES)

0 1/2" 1" 2"

January 21, 2015

ELV

JHF

As Shown



2014.4904

Building Envelope

Repairs

at

McLain Community

High School


Lakewood, Colorado

Jefferson County

Schools



Project

Client






303.914.4300 tel | 303.914.3000 fax

www.wje.com


10

Scale: 6" = 1'-0"

Transition between Stucco and Masonry

11

Scale: 6" = 1'-0"

Transition between Stucco and Masonry

12

Scale: 3" = 1'-0"

Typical EIFS Bump-Out

7

Scale: 6" = 1'-0"

Typical Storefront Head Detail at Masonry

8

Scale: 6" = 1'-0"

Typical Storefront Sill Detail at Masonry

9

Scale: 6" = 1'-0"

Stucco Base Detail at Roof

52

70

-20

15R

R-A

3.1

M

CLA

IN

C

OM

MU

NIT

Y H

.S

. B

UILD

IN

G E

NV

ELO

PE

R

EP

AIR

S

APPLY WRB AND EXTEND INTO ROUGH

OPENING

INSTALL COMPATIBLE SEALANT AT

INSIDE CORNER TO SEAL JOINT

PRESS STOREFRONT SUBSILL FLASHING

INTO SEALANT TO BACK DAM TO CREATE

AIR SEAL

APPLY DUPONT FLEXWRAP INTO ROUGH OPENING

ONTO ALUMINUM BACK DAM AND OVER WRB

(N) SLOPED SHEET METAL BASE

FLASHING SET IN SEALANT ONTO (E)

COPING FLASHING









METAL FLASHING

(N) DRAINAGE MEDIA





MEDIA CONTINUOUS)

3"



SLOPED TO EXTERIOR







MEDIA CONTINUOUS)

1

:2

S

L

O

P

E

(N) CEMENTITIOUS STUCCO, SEE DETAIL

1/A3.0

(N) EIFS BUMP-OUT, SEE DETAIL 9/A3.1


(N) EIFS BUMP-OUT. MATCH (E) PROFILE

AND SIZE (SHOWN IS APPROXIMATE).

SECURE TO (N) STUCCO AND

BACK-WRAP PER MANUFACTURER'S

RECOMMENDATIONS.

TEMPORARILY REMOVE (E) SHEET

METAL COPING AS NECESSARY TO

EXECUTE REPAIRS. RESECURE WHEN

COMPLETE.

(N) STUCCO w/ DRAINAGE MEDIA AND

WRB TO EXTEND TO UNDERSIDE OF (E)

COPING.


(N) BACKER ROD AND 1/2" SEALANT JOINT

BETWEEN STUCCO CASING BEAD AND

BASE COAT OF EIFS REPAIR

CUT AND REMOVE 6" MIN OF (E) EIFS AND

INSTALL (N) EIFS PER MANUFACTURERS

INSTALLATION INSTRUCTIONS

6" MIN

2"

BACKWRAP

CAREFULLY GRIND AND EXPOSE 6"

OF (E) EIFS MESH AND OVERLAP

(N) MESH 3" AND BASE COAT 3"

3" MIN3" MIN

FEATHER IN (N) EIFS FINISH TO

MATCH (E)

W

TW + 1/8"

SEALANT CHART

W T

1/4 TO 1/2 INCH

1/2 TO 1 INCH

GREATER THAN 1 INCH*

W/2

1/2" MAX

1/4"

B

B

W

B

B*

T/2

3/8" MAX

3/16"

NOTES:

PROVIDE AN "HOURGLASS" PROFILE WHERE POSSIBLE (B>T)

B (BOND LINE): MIN 3/8" ON CONCRETE, STUCCO, OR MASONRY

MIN 1/4" ON METAL OR GLASS

T (THICKNESS): MIN 3/16" FOR SILICONE SEALANTS (RE: MANUFACTURER)

MIN 1/4" FOR POLYURETHANE SEALANTS (RE: MANUFACTURER)

W (WIDTH): JOINTS EXCEEDING 1" WIDE ARE TYPICALLY NOT

RECOMMENDED. CONTACT A/E.

* SEE NOTES BELOW

Repair Details

A3.2


Project No.

Date

Drawn

Checked

Scale

Sheet Title

Sheet No.

Cop

yrig

ht 2

014.

All

right

s res

erve

d. N

o pa

rt of

this

doc

umen

t may

be

repr

oduc

ed in

any

form

or b

y an

y m

eans

with

out

perm

issi

on fr

om W

iss,

Jann

ey, E

lstn

er A

ssoc

iate

s, In

c. (W

JE).

WJE

dis

clai

ms a

ny re

spon

sibi

lity

for i

ts u

naut

horiz

ed u

se.

Plot

ted:

1/2

0/20

15 3

:51

PM b

y V

erSc

have

, Eve

rett

File

Nam

e: P

:\201

4\20

14.4

xxx\

2014

.490

4.0

- MC

LAIN

CO

MM

UN

ITY

HIG

H S

CH

OO

L (E

LV)\W

JE D

raw

ings

\A3.

0 R

epai

rD

etai

ls.d

wg


AT 24x36 (INCHES)

0 1/2" 1" 2"

January 21, 2015

ELV

JHF

As Shown



2014.4904

Building Envelope

Repairs

at

McLain Community

High School


Lakewood, Colorado

Jefferson County

Schools



Project

Client






303.914.4300 tel | 303.914.3000 fax

www.wje.com


17

Not to Scale

Alternate No. 1

Rough Opening Flashing Isometric

13

Scale: 6" = 1'-0"

Transition between Stucco and Masonry Below

14

Scale: 3" = 1'-0"

Stucco Termination at Cornice/Roof Coping

15

Scale: 6" = 1'-0"

Termination of Stucco to Coping Flashing below

16

Scale: 6" = 1'-0"

Transition between Stucco and EIFS to Remain

18

Full Scale

Typical Sealant Detail

5270

-2

015

RR

-A

3.2

M

CL

AIN

C

OM

MU

NIT

Y H

.S

. B

UILD

IN

G E

NV

ELO

PE

R

EP

AIR

S

Documents

A0.0 Cover Sheet · WJE disclaims any responsibility for its unauthorized use. Plotted: 1/20/2015 3:49 PM by VerSchave, Everett File Name: P:\2014\2014.4xxx\2014.4904.0 - MCLAIN COMMUNITY