Tech_Exh_B__DRAWINGS_16-T-0162_Replace_Rain_Gutters_Ft._Hood_3_June_2016.pdf

SHEET

N

1"=200’

INDEX OF DRAWINGS

HWY 84

HWY 84

HWY 36

F .M

RES.BD.

RES.BD.

R E S . B

D

RES. BD.

R E

S .B

D

KILLEEN

CANTONMENT

AREA

WEST

FORT

HOOD

GATESVILLE

NORTH

FORT

HOOD

RESERVATION

BELTON

LAKE

COPPERAS

COVE

HWY190

HWY190

FORT HOOD AREA MAP

O L

D G

E O

R G

E T

O W

N R

D

E A

S T R

A N

G E R

D

N O

LA

N R

D

FORT HOOD

W E S

T R

A N

G E R

D

C L

A R

K E R

D

H W

Y

35 37

LOCATION

PROJECT

LAREDO

CORPUS

CHRISTI

HOUSTON

AUSTIN

KILLEEN

WACO

FORT WORTH DALLAS

FORT

SMITH

OKLAHOMA

CITY

TULSA

AMARILLO

ALBUQUERUE

SANTA FE

VICINITY MAP

LOUISIANA

MEXICO

MEXICO

TEXAS

ARKANSAS

NEW

MEXICO

ELPASO

OKLAHOMA

GULF OF

SAN ANTONIO

FORT HOOD

WICHITA FALLS

N

SCALE IN MILES

1/2 1

FORT HOOD MILITARY RESERVATION

N

0 100 200

SCALE IN MILES

N

0 5 10

SCALE IN MILES

NORTH SYMBOL

GENERAL SYMBOLS

REVISION NUMBER

WALL TYPE MARK

DOOR MARKWINDOW MARK

DETAIL NUMBER

REFERENCE FROM

REFERENCE TO

G-101

C O

V E

R S

H E

E T

FORT HOOD,TEXAS

FORT HOOD DIRECTORATE OF PUBLIC WORKS-ENGINEERING DIVISION

NOTE BY SYMBOL

SHEET DESCRIPTION

A

A

N

A

A

BUILDING LEGEND (POINTS OF INTEREST)

PROJECT SITE

BUILDING 4612 (DIRECTORATE OF PUBLIC WORKS)

WEST FORT HOOD

C L E

A R C

R E

E K

US HIGHWAY 190

CENTRAL

TEXAS

COLLEGE

US HIGHWAY 190

PERSHING PARK

VENABLE VILLAGE

H W

Y

CHAFFEE VILLAGE

PATTON

PARK

Santa Fe Av e

WAREHOUSE AVE

62ND

RAIL HEAD

W R

A T

T E

N

C L

A R

K E R

O A

D

MONTAGUE VILLAGE

TO

WEST

FT.HOOD

LIBERTY VILLAGE

BUSINESS ROUTE 190

H W

Y

B A S

E R

D

W

AR

EH

O

U

SE

AVE

MOHAWK RD

G R

E Y D

R

PROJECT NO: AB900546P

RPL RAIN GUTTER

GUTTER DETAILA-101

COVER SHEET/ PROJECT LOCATIONG-101

NUMBER

REFERENCE

SHEET

Project No.

D e s ig n e d B y

D a te

M a rk

Bldg. No.

F T

H O

O D T

E X

A S

S A

N T

A F

E E

N G

IN

E E

R D

R

B

L D

G

F O

R T H

O O

D T

E X

A S

P U

B L

IC

W

O R

K S

D

IR

E C

T O

R A

T E O

F

A B C D E F

D a te

D e s c ri p ti o n

DPW

FORT HOOD TEXAS

n oi sivi

D secivreS & gn ir ee ni g n

E

D ir ec to rat eofPublic

W o rk s

P R

O J E

C T M

A N

A G

E R

P U

R P

O S

E S O

N L

Y F

O R B

ID

D

IN

G T

E C

H N

IC

A L E

X H

IB

IT

B

D

A T

E

T

IM

E

F

IL

E L

A E

L L

IO

T T

-A

P R -2

90094

AB900546P

R P

L R

A

IN

G

U T

T E

R

G

A Y E

A G

L E R

D

C O

B R

A R

D

C O

B R

A R

D

90096

90095

90117

90118

90125

90106 90107

90124

90123

90119

90127

90093

90092

90126

90091

90094

90121 90122

A-101

G U

T T

E R D

E T

A

IL

NUMBER

REFERENCE

SHEET

Project No.

D e s ig n e d B y

D a te

M a rk

Bldg. No.

F T

H O

O D T

E X

A S

S A

N T

A F

E E

N G

IN

E E

R D

R

B

L D

G

F O

R T H

O O

D T

E X

A S

P U

B L

IC

W

O R

K S

D

IR

E C

T O

R A

T E O

F

A B C D E F

D a te

D e s c ri p ti o n

DPW

FORT HOOD TEXAS

n oi sivi

D secivreS & gn ir ee ni g n

E

D ir ec to rat eofPublic

W o rk s

P R

O J E

C T M

A N

A G

E R

P U

R P

O S

E S O

N L

Y F

O R B

ID

D

IN

G T

E C

H N

IC

A L E

X H

IB

IT

B

D

A T

E

T

IM

E

F

IL

E L

A E

L L

IO

T T

-A

P R -2

90094

AB900546P

R P

L R

A

IN

G

U T

T E or roof deck on center to nailer

Fasten 24-inches

2 rivets per surface, min)

Endcaps (Rivet into place, gutter sections)

-inch gap between4

Splice plate (Leave

GUTTER ATTACHMENT

GUTTER EXPANSION JOINT

per surface, min into place, 2 rivets

Left endcap - Rivet

Top

Bo tto m Step 1

Step 1

St ep

St ep one side only cover - Rivet

Expansion joint joint cover

Expansion

1-inch space to allow expansion left endcap read note at

Right endcap

Slope

6-inches on center

Fasten termination bar

Caulk or sealant required center. Field installed

12 to 18-inches on

Gutter straps fasten

Gutter strap

10 inches in c h e s in i n

TERMINATION BAR INTO GUTTER

on center.

used to attach wood nailers shall be spaced no greater than 18-inches used. Top of wood nailer to be flush with top of insulation. Fasteners

Note2: A wood nailer is required if 1-inch of insulation or greater is termination bar.

Note1: A 1/4-inch gap is required between sections of Duro-Last

Existing rain gutter support gutter being installed.

One expansion joint should be installed for every 10 feet of NOTE 3:

of the joint.

application. Apply a bead of sealant to the splice plate on both sides

Duro-Last approved sealant applied to them to ensure a water-tight

All joints, splices, corners, and endcaps must have NOTE 2:

fasteners are to be used as illustrated above.

into position. On splice plates, a minimum of 2 rivets and 2

All joints, splices, corners, and endcaps are to be riveted NOTE 1:

contractor to follow.

local building code requirements and are the responsibilty of the

Drainage slope and drain sizes are to be determined by NOTE 4:

deck to nailer or roof or less on center

Fasten 24-inches installed. Allow for a 1-inch space between expansion areas.

One expansion joint should be installed for every 10 feet of gutter being NOTE 3:

sealant applied to them to ensure a water-tight application.

All joints, splices, corners, and endcaps must have Duro-Last approved NOTE 2:

side of the joint only.

Endcaps are to be riveted into position. On Expansion Joint Cover rivet one NOTE 1:

requirements and are the responsibilty of the contractor to follow.

Drainage slope and drain sizes are to be determined by local building code NOTE 5:

Gutter straps are required every 12 to 18-inches on center.NOTE 4:

Rivets on center)

(12 to 18-inches

Gutter Straps in

10in in

4in