hef east & west abutment wall formwork
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HERBACK GENERAL
ENGINEERING, LLC
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WEYLAND BRIDGE
RE-INSTALLATION
P300650
2060112-01 &
2060113-01
OCTOBER 12, 2020
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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
FORMING AND SHORING EQUIPMENT
FOR CONCRETE CONSTRUCTION
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:
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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
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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.
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
FORMING AND SHORING EQUIPMENT
FOR CONCRETE CONSTRUCTION
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:
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002
-
SYMBOLS & ABBREVIATIONS
OCTOBER 12, 2020
CONSTRUCTION
DAS 07FEB18
ZSP 07FEB18
VARIES
WEYLAND BRIDGE RE-INSTALLATION
HERBACK GENERAL ENGINEERING, LLC
BIG SUR, CA
FRESNO
P300650
17
60
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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.
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
FORMING AND SHORING EQUIPMENT
FOR CONCRETE CONSTRUCTION
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:
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KEY PLAN
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
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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.
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
FORMING AND SHORING EQUIPMENT
FOR CONCRETE CONSTRUCTION
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
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: T
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3, 2
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7:5
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2, 2
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1
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0 P
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-
PLAN VIEW - WEST ABUTMENT POUR #1
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
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BA
CK
G
EN
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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
"
PLAN VIEW - WEST ABUTMENT POUR #1
1. SEE PAGE 001-002 FOR
GENERAL NOTES AND
DEFINITION
2. SEE PAGES 500-505 FOR
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.
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
FORMING AND SHORING EQUIPMENT
FOR CONCRETE CONSTRUCTION
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
7:5
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
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et: F
ile
P
ath
: \\E
FC
FS
NP
00
1\E
ng
in
ee
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em
en
ts\2
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7 Jo
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76
01
71
_H
erb
ack G
en
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l E
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\0
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win
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76
01
71
_1
01
-1
05
.d
wg
103
A
PLAN VIEW - WEST ABUTMENT POUR #2
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'-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
PLAN VIEW - WEST ABUTMENT POUR #2
1. SEE PAGE 001-002 FOR
GENERAL NOTES AND
DEFINITION
2. SEE PAGES 500-505 FOR
TYPICAL DETAILS
Ø3/8" ANCHOR DESIGNED & SUPPLIED BY
CONTRACTOR TO RESIST 1,000 LBS
TENSION @ 2'-0" O.C. MAX.
3/4" PLYWOOD FILL
DESIGNED & SUPPLIED BY
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
LATERAL CONCRETE FORM
PRESSURE RATING = 750 PSF (5'-0"
MAX) LIQUID HEAD CONCRETE
PRESSURE ALLOWED. THEREFORE
PLACEMENT RATE LIMITATIONS DO
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.
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
FORMING AND SHORING EQUIPMENT
FOR CONCRETE CONSTRUCTION
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
7:5
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
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
3/4" PLYWOOD FILL
DESIGNED & SUPPLIED BY
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
1. SEE PAGE 001-002 FOR
GENERAL NOTES AND
DEFINITION
2. SEE PAGES 500-505 FOR
TYPICAL DETAILS
4 1
/2"
1
102
KICKER DESIGNED &
SUPPLIED BY CONTRACTOR
TO RESIST 400 LBS/FT
LATERAL LOAD (TYP)
2x4 WOOD WALER DESIGNED
& SUPPLIED BY CONTRACTOR
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)
2x4 WOOD WALER DESIGNED
& SUPPLIED BY CONTRACTOR
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
LATERAL CONCRETE FORM
PRESSURE RATING = 750 PSF (5'-0"
MAX) LIQUID HEAD CONCRETE
PRESSURE ALLOWED. THEREFORE
PLACEMENT RATE LIMITATIONS DO
NOT APPLY.
48
12
48
12
12
24
24
12
24
24
12
24
24
12OCT20A DIMENSION ADDED 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
FORMING AND SHORING EQUIPMENT
FOR CONCRETE CONSTRUCTION
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
7:5
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
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
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
SUPPLIED BY CONTRACTOR TO RESIST
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
SUPPLIED BY CONTRACTOR TO RESIST
4,250 LB LATERAL LOAD AND 3,500 LB
UPLIFT
1. SEE PAGE 001-002 FOR
GENERAL NOTES AND
DEFINITION
2. SEE PAGES 500-505 FOR
TYPICAL DETAILS
9
'
-
0
"
M
A
X
9
'
-
0
"
M
A
X
NOTICE
LATERAL CONCRETE FORM
PRESSURE RATING = 750 PSF (5'-0"
MAX) LIQUID HEAD CONCRETE
PRESSURE ALLOWED. THEREFORE
PLACEMENT RATE LIMITATIONS DO
NOT APPLY.
6" (T
YP
)
A
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
FORMING AND SHORING EQUIPMENT
FOR CONCRETE CONSTRUCTION
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:
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
WEYLAND BRIDGE RE-INSTALLATION
HERBACK GENERAL ENGINEERING, LLC
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.
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
FORMING AND SHORING EQUIPMENT
FOR CONCRETE CONSTRUCTION
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:
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
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##
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501
A
HAND-E-FORM DETAILS
OCTOBER 12, 2020
CONSTRUCTION
DAS 07FEB18
ZSP 07FEB18
VARIES
WEYLAND BRIDGE RE-INSTALLATION
HERBACK GENERAL ENGINEERING, LLC
BIG SUR, CA
FRESNO
P300650
A
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