HEF EAST & WEST ABUTMENT WALL FORMWORK

HERBACK GENERAL

ENGINEERING, LLC

17

60

17

1-0

1 H

ER

BA

CK

G

EN

ER

AL

E

NG

IN

EE

RIN

G, L

LC

WE

YL

AN

D B

RID

GE

R

E-IN

ST

AL

LA

TIO

N

WEYLAND BRIDGE

RE-INSTALLATION

P300650

2060112-01 &

2060113-01

OCTOBER 12, 2020

Plo

t D

ate

: T

ue

sd

ay, O

cto

be

r 1

3, 2

02

0 @

1

:5

7:4

0 P

M L

as

t S

av

ed

: T

ue

sd

ay, O

cto

be

r 1

3, 2

02

0 @

1

:5

6:2

0 P

M L

as

t S

av

ed

B

y: T

orre

s, P

ed

ro

Sh

ee

t S

et: F

ile

P

ath

: \\E

FC

FS

NP

00

1\E

ng

in

ee

rin

g\A

gre

em

en

ts\2

01

7 Jo

bs\1

76

01

71

_H

erb

ack G

en

era

l E

ng

in

ee

rin

g, L

LC

\0

6 - E

re

ctio

n D

ra

win

gs\1

76

01

71

_C

ove

r.d

wg

FORMING AND SHORING EQUIPMENT

FOR CONCRETE CONSTRUCTION

NEAREST EFCO OFFICE:

EFCO HOME OFFICE:

EFCO CORP.

1800 N.E. BROADWAY

DES MOINES, IOWA 50313-2644

PHONE: (515) 266-1141

FAX: (515) 313-4422

CONTRACTOR:

PROJECT:

EFCO PROJECT NUMBER:

EFCO AGREEMENT NUMBER:

RELEASE DATE:

EFCO FRESNO

3340 E. CHURCH AVENUE

FRESNO, CA 93725-1339

PHONE: (559) 266-9474

FAX: (559) 266-9476

HEF EAST & WEST ABUTMENT WALL FORMWORK

A

INDEX

SHEET

NUMBER

SHEET NAME REVISION

NEW

SHEET

COVER PROJECT DESCRIPTION AND INDEX A

001 NOTES AND SAFETY A

002 SYMBOLS & ABBREVIATIONS -

ERECTION DRAWINGS

101 KEY PLAN -

102 PLAN VIEW - WEST ABUTMENT POUR #1 -

103 PLAN VIEW - WEST ABUTMENT POUR #2 A

104 PLAN VIEW - EAST ABUTMENT POUR #3 -

105 SECTION VIEWS A

ASSEMBLY DETAILS

500 HAND-E-FORM DETAILS A

501 HAND-E-FORM DETAILS A

DRAWING REVISION HISTORY

REVISION REVISION DESCRIPTION DATE

A

DESIGN LOAD NOTES, DETAILS, & DIMENSIONS

HAVE BEEN UPDATED.

12OCT20

12OCT20

DATE

REVISION "A"

A

12OCT20A UPDATE DESIGN LOAD NOTE PJT

AGREEMENT NO.

DATE CHECKEDCHECKED BY

DATE DRAWNDETAILED BY

CONTRACTOR:

PROJECT:

TITLE:

LOCATION:

RELEASED FOR:

NO. REVISION DATE BY

EFCO PROJECT NUMBER

REVISION

ISSUING OFFICE

DWG

PROJECT

HOME OFFICE DES MOINES, IOWA, U.S.A.

DISTRICT OFFICES WORLDWIDE



THIS DRAWING IS THE PROPERTY OF EFCO

AND IS LOANED TO THE RECIPIENT IN

CONFIDENCE. SEE NOTES AND SAFETY

PAGE FOR CONTRACTOR'S

RESPONSIBILITIES.

DRAWING NOTES:

Plo

t D

ate

: T

ue

sd

ay, O

cto

be

r 1

3, 2

02

0 @

1

:5

7:4

6 P

M L

as

t S

av

ed

: M

on

da

y, O

cto

be

r 1

2, 2

02

0 @

1

:2

6:4

9 P

M L

as

t S

av

ed

B

y: T

orre

s, P

ed

ro

Sh

ee

t S

et: F

ile

P

ath

: \\E

FC

FS

NP

00

1\E

ng

in

ee

rin

g\A

gre

em

en

ts\2

01

7 Jo

bs\1

76

01

71

_H

erb

ack G

en

era

l E

ng

in

ee

rin

g, L

LC

\0

6 - E

re

ctio

n D

ra

win

gs\1

76

01

71

_N

ote

s A

nd

S

afe

ty.d

wg

001

A

NOTES AND SAFETY

OCTOBER 12, 2020

CONSTRUCTION

DAS 07FEB18

ZSP 07FEB18

VARIES

WEYLAND BRIDGE RE-INSTALLATION

HERBACK GENERAL ENGINEERING, LLC

BIG SUR, CA

FRESNO

P300650

17

60

17

1-0

1 H

ER

BA

CK

G

EN

ER

AL

E

NG

IN

EE

RIN

G, L

LC

WE

YL

AN

D B

RID

GE

R

E-IN

ST

AL

LA

TIO

N

1. IT IS THE USER'S RESPONSIBILITY TO ENSURE THAT ALL

SCAFFOLDING AND ACCESS TO THE FORMS COMPLIES WITH ALL

APPLICABLE LAWS, REGULATIONS, AND CODES, INCLUDING THE

OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA).

2. SCAFFOLD LOCATIONS SHOWN ON EFCO DRAWINGS ARE TYPICAL

AND ONLY FOR ILLUSTRATION. ACTUAL LOCATIONS WILL VARY WITH

JOB CONDITIONS AND ARE THE RESPONSIBILITY OF THE USER.

3. IF, DUE TO JOB OR ANY OTHER CONDITIONS, EFCO SCAFFOLD

BRACKETS AND POSTS CANNOT BE USED AS ILLUSTRATED, IT IS THE

RESPONSIBILITY OF THE USER TO PROVIDE ADEQUATE

ALTERNATIVE SCAFFOLDING AND ACCESS.

4. EFCO SCAFFOLD BRACKETS ARE DESIGNED FOR THE SUPPORT OF

PERSONNEL ONLY, NOT FOR THE STORAGE OF MATERIALS SUCH AS

REINFORCING ROD, ETC., OR HEAVY EQUIPMENT.

5. EFCO SCAFFOLD BRACKETS COMPLY WITH ALL APPLICABLE LAWS,

REGULATIONS, AND CODES, INCLUDING THE OCCUPATIONAL SAFETY

AND HEALTH ACT (OSHA). IT IS THE USER'S RESPONSIBILITY TO

ENSURE THAT ALL PLANKING AND RAILS ARE ADEQUATE FOR THE

SPACING USED AND IN GOOD CONDITION. ALL PLANKING AND RAILS

ARE PROVIDED BY USER.

6. USER MUST INSPECT ALL SCAFFOLDING FOR DAMAGE. DAMAGED

SCAFFOLDING MUST BE DISCARDED AND NOT USED.

7. USERS SHOULD NOT CLIMB FORMS WITHOUT FALL ARREST SYSTEMS

CONFORMING TO OSHA SUB PART M.

8. IF POSITIONING SYSTEMS ARE USED, EFCO RECOMMENDS CAPITAL

SAFETY SAFELOK CARABINER No. 200114 OR EQUAL, IN

COMBINATION WITH REQUIRED FALL ARREST SYSTEMS.

SCAFFOLD SAFETY

1. EFCO FORM PANELS HAVE BEEN RUST PROTECTED WITH

"EF-GARD®" AT THE PLANT. TO SECURE MAXIMUM BENEFIT, THE

FORMS MUST BE OILED WITH "EF-COAT®" FORM RELEASE AGENT

PRIOR TO THE FIRST USE AND BEFORE EACH REUSE.

2. IT IS THE FORM USER'S RESPONSIBILITY TO MONITOR AND MANAGE

CONCRETE TEMPERATURE, CONCRETE CHEMISTRY, AND CONCRETE

PLACEMENT RATE TO PREVENT CONCRETE PRESSURE FROM

EXCEEDING THE RATED CAPACITY OF THE FORM.

3. DO NOT WELD TIES UNLESS NOTED OTHERWISE.

4. ALL WOOD, BULKHEADS, AUTHORIZED FIELD DRILLING AND WELDING,

GUYING, BRACING, AND ALIGNMENT BY CONTRACTOR.

5. SHIM ALL FORM JOINTS AS REQUIRED FOR PROPER FORM

ALIGNMENT.

6. HEAVY DUTY PIPE BRACES ARE LOCATED ADJACENT TO EACH

VERTICAL FORMWORK JOINT UNLESS NOTED OTHERWISE.

7. ANCHOR CAPACITY IS BASED ON A MINIMUM CONCRETE STRENGTH,

f'c = 3000 psi UNLESS NOTED OTHERWISE. IT IS THE CONTRACTOR'S

RESPONSIBILITY TO DETERMINE THE CONCRETE STRENGTH BEFORE

LOADING.

8. USE Ø3/4" x 2" QUICK BOLTS WITH NUTS AT ALL CONNECTIONS

UNLESS NOTED OTHERWISE.

EFCO FORMWORK

"A Practical Guide to Concrete Pressure

and Formwork" is now available.

This video will help your team to reduce the

risk of formwork failure due to exceeding

the pour rate and over-pouring the forms.

1. THE RATED CAPACITY IS 750 lb/ft² EQUATING TO 5'-0" MAX LIQUID

HEAD OF CONCRETE.

2. ATTACH SCAFFOLD BRACKET TO FORMS WITH SPREADER TIE PINS.

3. WHEN ATTACHING BLOCKOUTS TO FORMS, FIELD DRILL Ø3/16" HOLE

AND NAIL BLOCKOUT TO FORM.

4. WALER ALL UNTIED JOINTS.

HAND-E-FORM® DRAWING

1. THE CUSTOMER SHALL BEAR THE SOLE RESPONSIBILITY FOR

ENSURING THAT ASSEMBLY, USE AND MAINTENANCE OF THE

EQUIPMENT AND MATERIALS SHOWN ON THESE DRAWINGS

CONFORMS TO ALL LAWS, REGULATIONS, ORDINANCES AND LOCAL

CODES, AND FOR CHECKING THE ACCURACY AND SUFFICIENCY OF

FIELD DETAILS AND DIMENSIONS.

2. ALL DRAWINGS MUST BE CHECKED BY THE CUSTOMER FOR

CORRECTNESS IN RELATION TO PROJECT PLANS SPECIFICATIONS

PARTICULAR REFERENCE MUST BE MADE FOR REVISIONS ISSUED BY

THE ARCHITECT OR ENGINEER.

3. THE INDICATED CAPACITY OF DEVICES SECURED BY DRILLING OR

EMBEDMENT IN CONCRETE IS ENTIRELY DEPENDENT UPON THE

QUALITY AND HOLDING CAPACITY OF THE SURROUNDING

CONCRETE. THE CUSTOMER SHALL ENSURE THAT THE CONCRETE

HAS SUFFICIENT STRENGTH TO HOLD THE LOADS APPLIED.

4. IT IS THE CUSTOMER'S RESPONSIBILITY TO COMMUNICATE TO ALL

PERSONNEL INVOLVED IN THE USE OF THE EQUIPMENT ALL

INFORMATION CONTAINED IN THESE NOTES AND OTHER NOTES ON

ALL DRAWINGS SUPPLIED BY EFCO AND TO ENSURE THAT THEY

UNDERSTAND THEM AND USE THE EQUIPMENT ACCORDINGLY.

5. ANY ALTERATION OR REPAIR OF EFCO EQUIPMENT MUST BE

AUTHORIZED IN WRITING BY EFCO AND MUST BE CARRIED OUT BY

QUALIFIED PERSONNEL. ANY MODIFICATIONS OF EQUIPMENT OR USE

OF THAT EQUIPMENT OTHER THAN AS SHOWN WITHOUT APPROVAL

IN WRITING BY EFCO WILL VOID ALL FORM WARRANTIES. THE EFCO

PLATE GIRDER® SYSTEM IS A REGISTERED TRADEMARK. THIS

PRODUCT WAS DESIGNED FOR USE WITH PRODUCTS

MANUFACTURED BY EFCO AND IT IS RECOMMENDED THAT IT NOT BE

COMMINGLED WITH PRODUCTS OF OTHER MANUFACTURER'S

FORMING SYSTEMS.

CONTRACTOR'S RESPONSIBILITIES

DESIGN LOADS

1. MAXIMUM CONCRETE FORM PRESSURE RATING

1.1. WALL FORM = 750 lb/ft

2

EQUATING TO 5'-0" MAX LIQUID HEAD OF

CONCRETE

2. DEAD LOAD

2.1. CONCRETE = 150 lb/ft

3

3. LIVE LOAD

3.1. LIVE LOAD = 50 lb/ft

2

4. CONTRACTOR'S RESPONSIBILITY

4.1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT

DESIGN LOADING IS NOT EXCEEDED IN ANY CASE.

4.2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT

THE PERMANENT CONCRETE STRUCTURE CAN SAFELY

WITHSTAND THE TEMPORARY FORMWORK AND SHORING

DESIGN LOAD IMPOSED DURING CONSTRUCTION.

4.3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT

ALL FORMWORK AND/OR SHORING IS LATERALLY SECURED IN

ALL DIRECTIONS TO EXISTING WALLS, BEAMS, OR COLUMNS.

EXTERNAL BRACING IS REQUIRED AT UNRESTRAINED AREAS

AND IN NO CASE SHOULD THE LATERAL RESTRAINT BE LESS

THAN THE DESIGN LATERAL LOADS NOTED ABOVE.

A

AGREEMENT NO.



CONTRACTOR:

PROJECT:

TITLE:

LOCATION:

RELEASED FOR:


EFCO PROJECT NUMBER

REVISION

ISSUING OFFICE

DWG

PROJECT









RESPONSIBILITIES.

DRAWING NOTES:

Plo

t D

ate

: T

ue

sd

ay, O

cto

be

r 1

3, 2

02

0 @

1

:5

7:4

7 P

M L

as

t S

av

ed

: M

on

da

y, O

cto

be

r 1

2, 2

02

0 @

1

:2

6:4

9 P

M L

as

t S

av

ed

B

y: T

orre

s, P

ed

ro

Sh

ee

t S

et: F

ile

P

ath

: \\E

FC

FS

NP

00

1\E

ng

in

ee

rin

g\A

gre

em

en

ts\2

01

7 Jo

bs\1

76

01

71

_H

erb

ack G

en

era

l E

ng

in

ee

rin

g, L

LC

\0

6 - E

re

ctio

n D

ra

win

gs\1

76

01

71

_N

ote

s A

nd

S

afe

ty.d

wg

002

-

SYMBOLS & ABBREVIATIONS

OCTOBER 12, 2020

CONSTRUCTION

DAS 07FEB18

ZSP 07FEB18

VARIES



BIG SUR, CA

FRESNO

P300650

17

60

17

1-0

1 H

ER

BA

CK

G

EN

ER

AL

E

NG

IN

EE

RIN

G, L

LC

WE

YL

AN

D B

RID

GE

R

E-IN

ST

AL

LA

TIO

N

@ - AT

ADJ. - ADJUSTABLE

ATS - ADJUSTABLE TOP SPREADER

AS - ALIGNER SPLICE

ASS'Y - ASSEMBLY

BT - BOLT THRU

BYL/R - BOTTOM YOKE - LEFT/RIGHT

"C" - CHAMFER

CBC - COMBINATION BIAS CORNER

CR - CORNER "REGULAR"

CH - CORNER "HEAVY"

CL - CENTER LINE

CWS - CANTILEVERED WALL SYSTEM

O.C. - ON CENTER

Ø - DIAMETER

S/DBT - SINGLE/DOUBLE BOLT TUBE

ELEV. - ELEVATION

FSH - FLYING SLAB HEADER

FSR - FLYING SLAB RUNNER

FC - FRICTION COLLAR

FS - FAR SIDE

GS - GRADE STRIP

HDR - HEADER

HDTP - HEAVY DUTY TOLERANCE PLATE

HA - HORIZONTAL ALIGNER

HDIA - HEAVY DUTY INSERT ANGLE

HDMTB - HEAVY DUTY MOVEABLE TIE BEARING

HD - HEAVY DUTY

HDPB - HEAVY DUTY PIPE BRACE

IR - INNER ROD

IS - INSIDE

LA - LAP ANGLE

LB - LIFTING BEAM

LE - LIFTING EYE

LQMTB - LIQUID HEAD MOVEABLE TIE BEARING

MAX - MAXIMUM

MIN - MINIMUM

NA - NOT APPLICABLE

NS - NEAR SIDE

OAC - OUTSIDE ANGLE CORNER

O.C. - ON CENTER

OS - OUTSIDE

OH - OPPOSITE HAND

PY - PILASTER YOKE

PFC - PILE FRICTION COLLAR

PBS - PIPE BRACE SHOE

PG - PLATE GIRDER

PSF - PER SQUARE FOOT

RC - ROUND COLUMN FORM

"R" - RIB LENGTH

SS - SUPER STUD

SJ - SCREW/ SWIVEL JACK

SB - SUPPORT BRACKET

SWL - SAFE WORKING LOAD

TT - TAPER TIE

TB - THRU BOLT

TTW - TAPER TIE WASHER

TP - TOLERANCE PLATE

TY - TOP YOKE

TYE - TOP YOKE ELEVATOR

TYP - TYPICAL

UNO - UNLESS NOTED OTHERWISE

VIF - VERIFY IN FIELD

WB - WIND BEAM

W/ - WITH

W/O - WITHOUT

EFCO SYMBOLS AND ABBREVIATIONS

DRAWING ON WHICH SECTION IS CUT

DETAIL NUMBER

DRAWING ON WHICH

DETAIL IS SHOWN

THIS SIDE DENOTES

THE SCAFFOLD

BRACKET(S) BEING

USED

THIS SIDE DENOTES

THE SCAFFOLD

POST BEING USED

LEGEND

DRAWING ON WHICH

SECTION IS SHOWN

SECTION DESIGNATION

41 / 1 2

41 / 1

1

201012

A

- LOCATION OF HEAVY DUTY PIPE

BRACE @ 8'-0" CENTERS MAX.

(UNLESS NOTED OTHERWISE - TYP)

- LOCATION OF HEF SCAFFOLD BRACKET

@ 8'-0" CENTERS MAX. (TYP)

12" M

AX

AGREEMENT NO.



CONTRACTOR:

PROJECT:

TITLE:

LOCATION:

RELEASED FOR:


EFCO PROJECT NUMBER

REVISION

ISSUING OFFICE

DWG

PROJECT









RESPONSIBILITIES.

DRAWING NOTES:

Plo

t D

ate

: T

ue

sd

ay, O

cto

be

r 1

3, 2

02

0 @

1

:5

7:5

3 P

M L

as

t S

av

ed

: M

on

da

y, O

cto

be

r 1

2, 2

02

0 @

1

:4

1:2

0 P

M L

as

t S

av

ed

B

y: T

orre

s, P

ed

ro

Sh

ee

t S

et: F

ile

P

ath

: \\E

FC

FS

NP

00

1\E

ng

in

ee

rin

g\A

gre

em

en

ts\2

01

7 Jo

bs\1

76

01

71

_H

erb

ack G

en

era

l E

ng

in

ee

rin

g, L

LC

\0

6 - E

re

ctio

n D

ra

win

gs\1

76

01

71

_1

01

-1

05

.d

wg

101

-

KEY PLAN

OCTOBER 12, 2020

CONSTRUCTION

DAS 07FEB18

ZSP 07FEB18

VARIES



BIG SUR, CA

FRESNO

P300650

17

60

17

1-0

1 H

ER

BA

CK

G

EN

ER

AL

E

NG

IN

EE

RIN

G, L

LC

WE

YL

AN

D B

RID

GE

R

E-IN

ST

AL

LA

TIO

N

23

'-3

"

27

'-6

"

10'-0"

2'-0"

10'-0"

2'-0"

13'-0"

2'-0"

22'-0

"

23'-7 3

/8"

18

'-1

0"

18

'-1

0"

2'-0"

22'-2

1/2

"

1'-3"

18

'-9

"

16

'-6

"

PLAN VIEW - POUR #1

PLAN VIEW - POUR #2

PLAN VIEW - POUR #3

1. SEE PAGE 001-002 FOR

GENERAL NOTES AND

DEFINITION

2. SEE PAGES 500-505 FOR

TYPICAL DETAILS

20

'-1

1 1

/4

"

18

'-4

3

/4

"

15

'-2

3

/4

"

3'-6"

3

'

-

2

3

/

8

"

41'-0"

WEST ABUTMENT

WEST ABUTMENT

EAST ABUTMENT

1'-3"

8

4

°

1

3

5

°

141°

8

4

°

9

6

°

14'-9 3

/8"

11

'-3

1

/4

"

5"

17

'-1

1 3

/4

"

20

'-6

1

/4

"

23

'-0

3

/4

"

12'-4"

28'-10 3

/4"

21'-1

"

1'-5

"

2'-0"

3'-0"

13'-0 3

/4"

10'-0 3

/4"

10'-0 3

/4"

28'-7 3

/8"

24

24

24

24

24

24

24

24

24

24

48

48

48

3

3

3

3

3

3

3

3

48

48

4

4

48

48

48

4

4

8

8

24

24

24

24

24

24

24

24

5

5

4

5

4

16

24

2

4

2

4

24

24

24

24

12" M

AX

4

4

16

24

AGREEMENT NO.



CONTRACTOR:

PROJECT:

TITLE:

LOCATION:

RELEASED FOR:


EFCO PROJECT NUMBER

REVISION

ISSUING OFFICE

DWG

PROJECT









RESPONSIBILITIES.

DRAWING NOTES:

Plo

t D

ate

: T

ue

sd

ay, O

cto

be

r 1

3, 2

02

0 @

1

:5

7:5

4 P

M L

as

t S

av

ed

: M

on

da

y, O

cto

be

r 1

2, 2

02

0 @

1

:4

1:2

0 P

M L

as

t S

av

ed

B

y: T

orre

s, P

ed

ro

Sh

ee

t S

et: F

ile

P

ath

: \\E

FC

FS

NP

00

1\E

ng

in

ee

rin

g\A

gre

em

en

ts\2

01

7 Jo

bs\1

76

01

71

_H

erb

ack G

en

era

l E

ng

in

ee

rin

g, L

LC

\0

6 - E

re

ctio

n D

ra

win

gs\1

76

01

71

_1

01

-1

05

.d

wg

102

-

PLAN VIEW - WEST ABUTMENT POUR #1

OCTOBER 12, 2020

CONSTRUCTION

DAS 07FEB18

ZSP 07FEB18

VARIES



BIG SUR, CA

FRESNO

P300650

17

60

17

1-0

1 H

ER

BA

CK

G

EN

ER

AL

E

NG

IN

EE

RIN

G, L

LC

WE

YL

AN

D B

RID

GE

R

E-IN

ST

AL

LA

TIO

N

A

105

B

102

22'-2

3/8

"

2'-4

"

8" (T

YP

, UN

O)

12" M

AX

.

2 1

/8"

3

/

8

"

3

/

8

"

2 1

/8"

SPREADER TIE x 42 (TYP)

WOOD FILL DESIGNED &

SUPPLIED BY

CONTRACTOR (TYP)

7/8

"

2'-3

1

/8

"2

'-3

1

/8

"

23

'-6

3

/4

"



GENERAL NOTES AND

DEFINITION


TYPICAL DETAILS

(TYP)

1

102 102

DETAIL

WOOD FILL DESIGNED

& SUPPLIED BY

CONTRACTOR (TYP)

1

102

WALL ALIGNER x 3'-0"

@ 2'-0" O.C. MAX.

(TYP)

C

102

3/4" PLYWOOD FILL

DESIGNED & SUPPLIED BY

CONTRACTOR (TYP)

3/8

"

1/4

"

11

'-3

1

/4

"

18

'-9

3

/4

"

INSERT ANGLE x "L"

(TYP)

2

102 102

DETAIL

1'-5"

1 7/8"

SUPPORT LEDGER BY

CONTRACTOR TO

RESIST 750 LB/FT

VERTICALLY (TYP)

Ø3/8" ANCHOR

DESIGNED & SUPPLIED

BY CONTRACTOR TO

RESIST 750 LBS SHEAR

@ 2'-0" O.C. MAX.

2

102

OUTSIDE CORNER x "L"

(TYP)

WOOD FILL DESIGNED &

SUPPLIED BY

CONTRACTOR (TYP)

102

2

NOTICE

LATERAL CONCRETE FORM

PRESSURE RATING = 750 PSF (5'-0"

MAX) LIQUID HEAD CONCRETE

PRESSURE ALLOWED. THEREFORE

PLACEMENT RATE LIMITATIONS DO

NOT APPLY.

4

"

4

"

48

48

48

48

48

4

4

48

48

48

48

48

4

4

48

48

48

24

24

24

20

20

12OCT20A DETAIL CALLOUT ADDED PJT

AGREEMENT NO.



CONTRACTOR:

PROJECT:

TITLE:

LOCATION:

RELEASED FOR:


EFCO PROJECT NUMBER

REVISION

ISSUING OFFICE

DWG

PROJECT









RESPONSIBILITIES.

DRAWING NOTES:

Plo

t D

ate

: T

ue

sd

ay, O

cto

be

r 1

3, 2

02

0 @

1

:5

7:5

5 P

M L

as

t S

av

ed

: M

on

da

y, O

cto

be

r 1

2, 2

02

0 @

1

:4

1:2

0 P

M L

as

t S

av

ed

B

y: T

orre

s, P

ed

ro

Sh

ee

t S

et: F

ile

P

ath

: \\E

FC

FS

NP

00

1\E

ng

in

ee

rin

g\A

gre

em

en

ts\2

01

7 Jo

bs\1

76

01

71

_H

erb

ack G

en

era

l E

ng

in

ee

rin

g, L

LC

\0

6 - E

re

ctio

n D

ra

win

gs\1

76

01

71

_1

01

-1

05

.d

wg

103

A


OCTOBER 12, 2020

CONSTRUCTION

DAS 07FEB18

ZSP 07FEB18

VARIES



BIG SUR, CA

FRESNO

P300650

17

60

17

1-0

1 H

ER

BA

CK

G

EN

ER

AL

E

NG

IN

EE

RIN

G, L

LC

WE

YL

AN

D B

RID

GE

R

E-IN

ST

AL

LA

TIO

N

1'-3"

22'-2

3/8

"

18

'-9

"

7/8

"

8 7

/8"

2 7

/8

"

16

'-6

7

/8

"

8" (T

YP

, U

NO

)

D

105

B

105



GENERAL NOTES AND

DEFINITION


TYPICAL DETAILS

Ø3/8" ANCHOR DESIGNED & SUPPLIED BY

CONTRACTOR TO RESIST 1,000 LBS

TENSION @ 2'-0" O.C. MAX.

3/4" PLYWOOD FILL


CONTRACTOR (TYP)

OUTSIDE CORNER x 6'-0"

(48"+24") (TYP)

INSERT ANGLE x "L"

(TYP)

(SIM)

B

105

(TYP)

12" M

AX

12

" M

AX

12" M

AX

12

" M

AX

NOTICE






NOT APPLY.

102

1

(SIM)

A

48

48

4

4

4

4

4

4

4

4

48

48

48

48

48

48

48

4

4

24

24

24

24

24

24

24

24

24

24

24

24

24

24

24

24

4

4

14

14

24

24

24

24

24

24

24

24

24

24

24

24

24

24

24

24

24

24

24

24

24

24

24

24

24

24

24

24

24

24

24

24

24

24

24

24

24

24

24

24

4

4

4

4

4

4

4

4

4

4

4

4

48

48

16

16

48

48

18

18

16

16

7

7

7

7

24

24

24

24

24

24

24

24

24

24

24

24

24

24

24

24

24

24

24

24

24

14

14

24

24

AGREEMENT NO.



CONTRACTOR:

PROJECT:

TITLE:

LOCATION:

RELEASED FOR:


EFCO PROJECT NUMBER

REVISION

ISSUING OFFICE

DWG

PROJECT









RESPONSIBILITIES.

DRAWING NOTES:

Plo

t D

ate

: T

ue

sd

ay, O

cto

be

r 1

3, 2

02

0 @

1

:5

7:5

6 P

M L

as

t S

av

ed

: M

on

da

y, O

cto

be

r 1

2, 2

02

0 @

1

:4

1:2

0 P

M L

as

t S

av

ed

B

y: T

orre

s, P

ed

ro

Sh

ee

t S

et: F

ile

P

ath

: \\E

FC

FS

NP

00

1\E

ng

in

ee

rin

g\A

gre

em

en

ts\2

01

7 Jo

bs\1

76

01

71

_H

erb

ack G

en

era

l E

ng

in

ee

rin

g, L

LC

\0

6 - E

re

ctio

n D

ra

win

gs\1

76

01

71

_1

01

-1

05

.d

wg

104

-

PLAN VIEW - EAST ABUTMENT POUR #3

OCTOBER 12, 2020

CONSTRUCTION

DAS 07FEB18

ZSP 07FEB18

VARIES



BIG SUR, CA

FRESNO

P300650

17

60

17

1-0

1 H

ER

BA

CK

G

EN

ER

AL

E

NG

IN

EE

RIN

G, L

LC

WE

YL

AN

D B

RID

GE

R

E-IN

ST

AL

LA

TIO

N

3/4" PLYWOOD FILL


CONTRACTOR (TYP)

SPREADER TIE x 24" (TYP)

41'-2 3

/4"

27

'-6

"

17

'-1

0 7

/8

"

20

'-5

3

/8

"

22

'-1

1 7

/8

"

13'-0 7

/8"

10'-0 5

/8"

10'-0 5

/8"

2'-0"

2'-0"

2'-0"

2'-0"

8" (T

YP

)

2x4 WOOD WALER DESIGNED

& SUPPLIED BY CONTRACTOR

TO RESIST 1,000 LBS SHEAR

@ 1'-0" O.C. MAX (TYP)

15

'-3

5

/8

"

2'-0"

2'-0"

2 3

/8"

2 3

/8"

3 3

/8

"

3 7

/8

"

7/8

"

3 3

/8

"

3 3

/8

"

B

105

PIPE BRACE SHOE:

PBS-2 (TYP)

4 1

/2"

4 5

/8"

3/8

"

A

105

PLAN VIEW - EAST ABUTMENT POUR #3


GENERAL NOTES AND

DEFINITION


TYPICAL DETAILS

4 1

/2"

1

102

KICKER DESIGNED &

SUPPLIED BY CONTRACTOR

TO RESIST 400 LBS/FT

LATERAL LOAD (TYP)



TO RESIST 500 LBS SHEAR @

2'-0" O.C. MAX (TYP)

7 5

/8

"

(TYP)

1

102

(SIM)

3/8

"

INSERT ANGLE x "L"

(TYP)

1

104

(TYP)

1

104 104

DETAIL

KICKERS DESIGNED & SUPPLIED BY

CONTRACTOR SUPPORTING OUTSIDE

END OF EACH WALER TO RESIST

1,000 LB/FT VERTICALLY (TYP)



TO RESIST 1,000 LBS SHEAR

@ 1'-0" O.C. MAX (TYP)

SHIM & USE Ø 3/8" MACHINE

BOLTS @ OAC AS REQUIRED

(TYP)

12

" M

AX

12

" M

AX

12" M

AX

12" M

AX

NOTICE






NOT APPLY.

48

12

48

12

12

24

24

12

24

24

12

24

24

12OCT20A DIMENSION ADDED PJT

AGREEMENT NO.



CONTRACTOR:

PROJECT:

TITLE:

LOCATION:

RELEASED FOR:


EFCO PROJECT NUMBER

REVISION

ISSUING OFFICE

DWG

PROJECT









RESPONSIBILITIES.

DRAWING NOTES:

Plo

t D

ate

: T

ue

sd

ay, O

cto

be

r 1

3, 2

02

0 @

1

:5

7:5

7 P

M L

as

t S

av

ed

: M

on

da

y, O

cto

be

r 1

2, 2

02

0 @

1

:4

1:2

0 P

M L

as

t S

av

ed

B

y: T

orre

s, P

ed

ro

Sh

ee

t S

et: F

ile

P

ath

: \\E

FC

FS

NP

00

1\E

ng

in

ee

rin

g\A

gre

em

en

ts\2

01

7 Jo

bs\1

76

01

71

_H

erb

ack G

en

era

l E

ng

in

ee

rin

g, L

LC

\0

6 - E

re

ctio

n D

ra

win

gs\1

76

01

71

_1

01

-1

05

.d

wg

105

A

SECTION VIEWS

OCTOBER 12, 2020

CONSTRUCTION

DAS 07FEB18

ZSP 07FEB18

VARIES



BIG SUR, CA

FRESNO

P300650

17

60

17

1-0

1 H

ER

BA

CK

G

EN

ER

AL

E

NG

IN

EE

RIN

G, L

LC

WE

YL

AN

D B

RID

GE

R

E-IN

ST

AL

LA

TIO

N

3'-6"

VARIES

PO

UR

H

EIG

HT

: 5

'-0

"

4'-4" MINIMUM

FO

RM

H

EIG

HT

: 5

'-1

1

/2

"

A

102 105

SECTION VIEW

B

102 105

SECTION VIEW

SPREADER TIE x 42"

(TYP)

2x4 VERTICAL ALIGNER

DESIGNED & SUPPLIED

BY CONTRACTOR (TYP)

SHORT ALIGNER

CLAMP 2" x 4" (TYP)

TURNBUCKLE FORM

ALIGNER @ 8'-0" O.C.

MAX (TYP)

2x4 CONTINUOUS WOOD

ALIGNER DESIGNED & SUPPLIED

BY CONTRACTOR (TYP)

HEF SCAFFOLD

BRACKET WITH POST

(TYP)HEAVY DUTY PIPE

BRACE: HDPB 5'-9' (TYP)

SS x 6'-0

(TYP)

PIPE BRACE

SHOE: PBS-2

(TYP)

HEF J-ROD w/ NUT C10 - C12

w/ HEF J-ROD WASHER(TYP)

SCAFFOLD ARM: SS-1

AND POST: SS-42 @ 6'-0"

O.C. MAX (TYP)

2x4 MUDSILL DESIGNED &

SUPPLIED BY CONTRACTOR

(TYP)

3'-7

1

/2

"

2x4 MUDSILL DESIGNED &

SUPPLIED BY CONTRACTOR (TYP)

PO

UR

H

EIG

HT

:

5'-0

"

WALL ALIGNER x

3'-0" (TYP)

SS x 6'-0 (TYP)

SCAFFOLD ARM: SS-1

AND POST: SS-42 @ 6'-0"

O.C. MAX (TYP)

3'-7

1

/2

"

5'-0

"

C

102 105

SECTION VIEW

E-BEAM CLIP w/QUICK BOLT

Ø3/4" X 1 1/2" w/ NUT

(TYP)

HEF J-ROD w/ NUT C3-C5 w/

HEF J-ROD WASHER(TYP)

(2) Ø3/4" ANCHOR

DESIGNED & SUPPLIED

BY CONTRACTOR TO

RESIST 3,500 LBS

SHEAR AND 3,500 LBS

COMPRESSION (TYP)

PIPE BRACE SHOE:

PBS-2 (TYP)

HEAVY DUTY PIPE

BRACE: HDPB 5'-9' (TYP)

4'-8" MINIMUM

PO

UR

H

EIG

HT

: 5

'-0

"

1'-3"

5'-0

"

9'-4" ± 2 1/2"MIN

3'-7

1

/2

"

HEAVY DUTY PIPE

BRACE: HDPB 12'-20'

(TYP)

SS x 6'-0 (TYP)

PIPE BRACE SHOE: PBS-2

(TYP)

D

103 105

SECTION VIEW

(2) Ø3/4" ANCHOR DESIGNED &

SUPPLIED BY CONTRACTOR TO RESIST

3,500 LBS SHEAR & 3,500 LBS

COMPRESSION (TYP)

VARIES

SCAFFOLD ARM: SS-1

AND POST: SS-42 @ 6'-0"

O.C. MAX (TYP)

HEF J-ROD w/

NUT C10 - C12

w/ HEF J-ROD

WASHER(TYP)

3,500 LBS

4,250 LBS

4,250 LBS

3,500 LBS

3,500 LBS

4,250 LBS

3,500 LBS

3,500 LBS

3,500 LBS

3,500 LBS

3,500 LBS

3,500 LBS

LATERAL LOAD & UPLIFT RESTRAINT OR

(2) Ø3/4" ANCHORS DESIGNED AND


4,250 LB LATERAL LOAD AND 3,500 LB

UPLIFT

(2) Ø3/4" ANCHOR DESIGNED &

SUPPLIED BY CONTRACTOR TO

RESIST 3,500 LBS SHEAR AND

3,500 LBS COMPRESSION (TYP)

4

5

°

M

A

X

4

5

°

M

A

X

45°

MAX

LATERAL LOAD & UPLIFT

RESTRAINT OR (2) Ø3/4" ANCHORS

DESIGNED AND SUPPLIED BY

CONTRACTOR TO RESIST 4,250 LB

LATERAL LOAD AND 3,500 LB

UPLIFT

LATERAL LOAD & UPLIFT RESTRAINT OR

(2) Ø3/4" ANCHORS DESIGNED AND


4,250 LB LATERAL LOAD AND 3,500 LB

UPLIFT


GENERAL NOTES AND

DEFINITION


TYPICAL DETAILS

9

'

-

0

"

M

A

X

9

'

-

0

"

M

A

X

NOTICE






NOT APPLY.

6" (T

YP

)

A

AGREEMENT NO.



CONTRACTOR:

PROJECT:

TITLE:

LOCATION:

RELEASED FOR:


EFCO PROJECT NUMBER

REVISION

ISSUING OFFICE

DWG

PROJECT









RESPONSIBILITIES.

DRAWING NOTES:

12OCT20A DETAIL REMOVED PJT

Plo

t D

ate

: T

ue

sd

ay, O

cto

be

r 1

3, 2

02

0 @

1

:5

8:0

5 P

M L

as

t S

av

ed

: M

on

da

y, O

cto

be

r 1

2, 2

02

0 @

1

:3

5:4

6 P

M L

as

t S

av

ed

B

y: T

orre

s, P

ed

ro

Sh

ee

t S

et: F

ile

P

ath

: \\E

FC

FS

NP

00

1\E

ng

in

ee

rin

g\A

gre

em

en

ts\2

01

7 Jo

bs\1

76

01

71

_H

erb

ack G

en

era

l E

ng

in

ee

rin

g, L

LC

\0

6 - E

re

ctio

n D

ra

win

gs\1

76

01

71

_H

EF

D

eta

ils.d

wg

##

##

500

A

HAND-E-FORM DETAILS

OCTOBER 12, 2020

CONSTRUCTION

DAS 07FEB18

ZSP 07FEB18

VARIES



BIG SUR, CA

FRESNO

P300650

3

7

1

4

8

5

2

6

HAND-E-FORM CLAMP

ONE END OF THE PIN AND PLATE

CLAMP TOOL IS USED TO ASSIST

IN THE PLACING OF PLATE

CLAMPS WHEN NECESSARY. THE

OTHER END OF THIS TOOL IS

USED FOR PLACING AND

REMOVING SPREADER TIE PINS.

THE EFCO DRIFT PIN IS

DESIGNED FOR USE IN

ALIGNING THE HOLES IN

ADJACENT FORM FLANGES.

THIS WILL EASE THE PLACING

OF PLATE CLAMPS WHEN

MIS-ALIGNMENT OF FLANGE

HOLES OCCURS.

OUTSIDE ANGLE CORNER

OUTSIDE ANGLE

CORNER

HAND-E-FORM

PANEL

PLATE

CLAMP

HAND-E-FORM PANEL

INTERSECTION

PLATE CLAMP

AT INTERSECTIONS OF 3

OR 4 PANELS, THE JAW

PORTION OF THE PLATE

CLAMP SHOULD COVER

THE THIRD HOLE FROM

THE TOP OR BOTTOM

HAND-E-FORM

PANEL

ALIGNER

CLAMP

ALIGNER CLAMP

ALIGNER CLAMP

HAND-E-FORM

PANEL

ALIGNER

CLAMP

HAND-E-FORM SPREADER TIE

THE EFCO SPREADER TIE PINS HELP

TO ALIGN THE FACES OF THE FORM

PANELS AND TRANSFER THE LOADS

FROM ONE FORM PANEL TO

ANOTHER, THUS PREVENTING

OFF-SETS AT THE FORM JOINTS. THE

HANDLE OF THE SPREADER TIE PIN IS

LOCKED IN POSITION TO PREVENT

THE PIN FROM FALLING OUT WHILE

CONCRETE IS BEING PLACED.

THE EFCO SPREADER TIE IS DESIGNED

(AS A TIE IN TENSION) WITH A

RECOMMENDED MAXIMUM WORKING

LOAD OF ABOUT 4800 lb. IT ALSO ACTS

AS A SPREADER IN COMPRESSION.

SPREADER TIES MAY BE PLACED OR

REMOVED AFTER THE FORM PANELS

ARE CLAMPED IN PLACE, THUS

PERMITTING EASY CHANGES IN TIE

LOCATION. DUE TO THE STRENGTH

AND THE EXACT PUNCHING OF THE

EFCO SPREADER TIE, ACCURATE WALL

DIMENSIONS ARE MAINTAINED.

SUPER STUD JR

HAND-E-FORM J-ROD

WITH NUT (6C - 8C)

HAND-E-FORM PANEL

HAND-E-FORM

J-ROD WASHER

SUPER STUD JR TO

HAND-E-FORM WITH J-ROD

(10C - 12C)

INSERT ANGLE

HAND-E-FORM

INSERT ANGLE

HAND-E-FORM PANEL

PLATE

CLAMP

FASTENER

3/4" PLYWOOD

12

SCAFFOLD ARM: SS-1

WITH POST: SS-42

ALL WOOD FOR

SCAFFOLD TO MEET

CURRENT OSHA

SPECIFICATIONS

AND BE SECURED

BY CONTRACTOR

SCAFFOLD POST: SS-42

Ø3/4" x 2" QUICK BOLT

WITH NUT (TYP)

SCAFFOLD ARM:

SS-1

SUPER

STUD

A

10

AGREEMENT NO.



CONTRACTOR:

PROJECT:

TITLE:

LOCATION:

RELEASED FOR:


EFCO PROJECT NUMBER

REVISION

ISSUING OFFICE

DWG

PROJECT









RESPONSIBILITIES.

DRAWING NOTES:

12OCT20A DETAILS REMOVED PJT

HAND-E-FORM

PANEL

SPREADER TIE PIN

SWAY

BRACE

SPREADER

TIE PIN

SPREADER

TIE PIN

HAND-E-FORM

SCAFFOLD POST

HAND-E-FORM

SCAFFOLD BRACKET

ALL WOOD FOR SCAFFOLD TO MEET

CURRENT OSHA SPECIFICATIONS

AND BE SECURED BY CONTRACTOR

HAND-E-FORM SCAFFOLD

Plo

t D

ate

: T

ue

sd

ay, O

cto

be

r 1

3, 2

02

0 @

1

:5

8:0

7 P

M L

as

t S

av

ed

: M

on

da

y, O

cto

be

r 1

2, 2

02

0 @

1

:3

5:4

6 P

M L

as

t S

av

ed

B

y: T

orre

s, P

ed

ro

Sh

ee

t S

et: F

ile

P

ath

: \\E

FC

FS

NP

00

1\E

ng

in

ee

rin

g\A

gre

em

en

ts\2

01

7 Jo

bs\1

76

01

71

_H

erb

ack G

en

era

l E

ng

in

ee

rin

g, L

LC

\0

6 - E

re

ctio

n D

ra

win

gs\1

76

01

71

_H

EF

D

eta

ils.d

wg

##

##

501

A

HAND-E-FORM DETAILS

OCTOBER 12, 2020

CONSTRUCTION

DAS 07FEB18

ZSP 07FEB18

VARIES



BIG SUR, CA

FRESNO

P300650

A

Documents

HEF EAST & WEST ABUTMENT WALL FORMWORK