HomeMy WebLinkAbout97.6 DrawingsN
13/16' DIA HEI
I
ORIENTATii
SETTING PLATE S1 MAKE 6
STL PL 1/4 X 12 X 12
PRIME PAINT
7) n
OH 0
1
O
I °
S1
I
0
T.O.P, 60'-7'
S2
O}
0 �I
T.O.P. 42'-1'
17'-4 1/2' —�
S2 �L S2
0 f I °1°
T.O.P. 42'-1' T.O.P. 42'-1'
17'-4 1/2' 17'-z 1/2'
T.O.P. 65'.-l'
S1 S1 S1
T.O.P. 42'-1'
17'-4 1/2'
I I
T.O.P. 42'-1' O.P.T,42'-1'
17'-4 1/2' 17'-4 1/2'
CRANE ERA'�Z - ANCHOR BOLT SETTING PLAN
SCALE 1/8'=1'
S2
° f
VT
I
.O.P. 42'-1'
17'-4 1/2' --
F-0
T.O.P. 60'-7'
S2 S2
I °°
01 1 ° ° 1
T.O.P. 42'-1' T.O.P. 42'-1'
17'-4 1/2'
ELEV 38'-0'
NO EXCEPTION TAKEN ❑ REVISE AND RESUBMIT
u REJECTED X MAKECORRECTIONS
❑ SUBMIT SPECIFIED ITEM ASNOTED
Checking is only for general conformance with the design
concept of the project and general compliance with the
information given in the contract documents. Any action
shown is subject to the requirements of the plans and
specifications. Contractor is responsible for: dimensions
which shall be confirmed and correlated at the job site;
fabrication processes and techniques of construction;
coordination of his work with that of all other trades;
and the satisfactory performance of his work.
SEA CONSULTANTS INC.
DATE-I:10-`� I E3 �F"
DATE F.A. 1 F.C. SHOP 1 SHIP i FIELD I ERECT PARCH BY
DISTRIBUTION
2 12-3-90 GEN, REVISIONS
1 9-20-90 ADD TYPE S2 PLATE
REV. DATE DESCRIPTION
REVISIONS
EJOP TECHY0,10CIES INC
369 Winter Street Hanover, Ma, 02339
Tel: (617) 826-5186
Fax: (617) 826-1521
CONTRACT ITEMi CRANE FRAME ANCHOR BOLT SETTING PLAN
SPECT 14300 REF. DWG: S4
FINISH, PRIME PAINT
ERECTED BY, EDP
DRAWN BY, DC DATE. 9-20-90
CHECKED BYz- FIELD CHK,
PROJECTi CONST, OF SOLID WASTE TRANSFER STATION
JOB LOCATION: YARMOUTH
CONTRACTORi SCIABA CONST,
ARCH./ENGR, SEA CONSULTANTS
CONTRACT # 9-1041 DRAWING # 1139
N 8 Q 10 11
12 13 14 15
7
CRANE GIRDERS I L5X5X3/8
BY G.C. .DIAGONAL BRACE /
(-6 3/4') TYP. 1
H - 1 ----------- ----------- ------------------ - ---- - -- -- -- ----- --_ - _.._..`.. ro�
-T
2 6 ---- --- --'---'---'-n--'---- n i n
---------------, ♦ Lr) Ln\ i In Ln In , Ln � � i n
�� ' Ln� Ln i u X .-I \� r' , N X , X X X �'i X �%� 01 14 -1
Leni / In In � �-.. '-' i X X i X 0 ,D i=� /-'\ Ln
3 3iLn r
+ 3 ` i ` _ _._._._--- _._. ._.--- .-------
._. _
-._._._._._._._--- ._._-_ - --_. ._. _._._._._._._ - _.
� I I
2'-6" B2 `W10X22
I I
(-3/4')
B2 W10X22
(-3/4') y �"x
� L
8'-8 1/4" 8'-8 1/4"
17'-4 1/2" ---- 17'-4 1/2" 17' 4 1/2 17'-4 1 2" 17'-4 1/2" 17'-4 1/2" 17'-4 1/2" 17'-4 1/2"
ERECTI PLAN ELEV, 81'-0 3/4"
SEE ACE DETAILS SHEET 1139H _
NOTES; TOP OF COLUMN ELEV, DESIGNATED ( )
TOP OF BEAMS AT PLAN ELEVATIONS SHOWN
UNLESS OTHERWISE NOTED ( +/- )
12 13 14 15
1, 7 8 9 10 11
i
i � I
I
H
X
N
3
X
3 PZ
NOTES, ALL STRUCTURAL STEEL TO CONFORM TO ASTM A36
17'-4 1/2" 17'-4 1/2" 17`4 1/2' 17'-4 1/2" 17'-4 1/2' 17'-4 1/2` i 17'-4 1/2' 17'-4 1/2' ALL BOLTS TO BE HIGH STRENGTH AND CONFORM
TO ASTM A325
ALL STEEL PRIME PAINTED AFTER PREPARATION
CONFIRMING TO SSPC SP6
ALL WELDING TO BE PERFORMED BY CERTIFIED WELDERS
ERECTION PLAN ELEV. 71'-3'
10 11 12 13 14 15
0SHIP
7 8
BY
DATE F.A. F.C. SHOP
D STRIBUTIpFIELD ERECT PURCH
C `c�' B
B
D 2 1-2-91 REVISE NOTES
L2 �0
H � 1 12-3-90 REVISE CROSS BRACING
REV. DATE DESCRREVISIONS IPTION
in
0) � 14'-1' CIDP TECHYOL ®CIES' I1�C.
p°�
369 Winter Street Hanover, Ma, 02339
Tele (617) 826-5186
w �~ ti �� Lb �b I A v� ` m h) Gb L �P ��
A �� v`' 3 L� 0 � B5 w6x15 v Fax: (617) 826-1521
V G I B6 W6X15
I B5 W6X15 B6 WGX15 T -7I
B CONTRACT ITEM, CRANE FRAME ERECTION PLAN
C SPEC 14300 REF, DWG;- S4
D FINISH PRIME PAINT
ERECTED BY, EDP
B iDRAWN BY, DC DATE; 9/21/90
17'-4 1/2" 17'-4 1/2' ----7V--17'-4 :/2" 17'-4 1/2" 17'-4 1/2" 17'-4 1/2" 17'-4 1/2" i 17'-4 1/2"
CHECKED BY,I FIELD CHK;
PROJECT; CONST, OF SOLID WASTE TRANSFER STATION
JOB LOCATION1 YARMOUTH
ERECTION PLAN ELEV. 61'-10" CONTRACTOR; SCIABA CONST,
SEE SECTIONS SHEET 1139BARCH./ENGR. SEA CONSULTANTS
SCALE 1/8'=1'
_- CONTRACT # 9-1041 1DRAWING 4 1139A
L5X5X3/8 BRACE
zh
SEE DETAIL SHEET 1139H
I
kWl2X53 81'-6')
W10X22 ( 81'-0 1/2' ) —
WEB HORIZONTAL
2L4X4X3/8
3 3/4" BOLTS PER L
'PL 3/8
m
W10X22 T.O.S. 81'-0 1/c
SHOP WELD
C4 AT I7
C4A AT 1 15
COLUMN W10X49
C 81'-7')
2L4X4X3/8
2 3/4' BOLTS
PER L
1001
'2L4X4X3/8
2 3/4' BOLTS
PER L
TOP OF CONC,
ELEV 42'-0'
BRI
L5X5X3/8
TYP
B3
W6X15 C 71'-3')
mm
B4
WGX15 ( 61'-11)
:::j— � EL. 56.5'
0
IW
Cl AT H7 & H15
COLUMN WIOX4.9
( 81'-7')
TOP OF PILASTER
ELEV. 60'-6"
TYP a
ALL
BRACES 1/4'
4' .o
TYP o
ALL ' o
BRACES
K
2'_4X.4X3/8/
i3/4' BOLT
°ER '_
SECTION BB REF SHEET 1139A
SHOP WELD
SEE SHT 1139H
ARCH, NOTE; WIOX22 ELEV. RAISED 1/2'
TO FACILITATE CONNECTION
AT 3/4' PLATE
X15 T.O,S. 81'-0 3/4'
SEE SHT 1139H
C�
CO
PL 3/8"
3 3/4' BOLTS
ERECTION BOLT
1/2' BASE PLATE
SETING PLATE
3/4" GROUT
SEE SHT 1139
—W12X53 NOTE, FRONT FLANGE AND W12
1/4" STIFF PL NOT SHOWN FOR CLARITY
�
SHOP W—E—LT
�-- 32' CRANE BEAM BY G.C.
I H 1/4 / o P21 1/4
B1 W12X53 < 81'-6") / \ 3/4" PL 2
WlOX22C 81'-0 1/2' ) WEB HORIZONTAL c
4'
L5X5X3/8
I 4/
AT I 11 C2 AT H 11 C51
_UMN W10X49
L5X5X3/8 COLUMN W10X49 COLUMN W10X49 TYP COLUMN W10X49
I L5X5X3/8 C4
( 81'-7') TYP ( gl —7�) 2L3X3X3/8 X 4 1/2' LONG C 81'-7') 1 ( 81'_7•)
BR3 4 3/4' BOLTS 1
,WGX15
I I
TYP TYP>
1/4" ALL I BR4
W10X49 BRACES I T
L5X5X3/8
R7 4" I I
CUT PLATE AT COLUMN
L3X3X1/4 ON BACK
OF BAFFLE PLATE
1/2' GAP
BETWEEN PLATES--`
SECTION CC
II
II
IF — ---
1/4' PLATE WELDED TO COLUMN
IN NSSHOP
1/4 I I
L2X2X1/4 X 7' L❑
SEAT ANGLE ON C[
I III I
I I I I I
I I 1/4(CG^I
I II
II
II W10 STUB
RFYfINII
i/'+ tstry i rLM i t II
BAFFLE ASSEMBLY
II
W10 COLUMN n
C6
COLUMN W10X49
62'-0'
L5X5X3/8
5/8' ERECTION
BOLT
1/4
\ 3/8' PLATE
SECTION A—A SHOP WELD BRACKET TO COLUMN
FIELD WELD BAFFLE PLATE ASSEMBLY TO BRACKET
Z
BAFFLE ASSEMBLY
TYP ALL COLUMNS ON I LINE
SEE BAFFLE PLATE DETAILS SHEET 1139G
A
7,2
1/
/4
SECTION D D
LINES 10, 12
TYP
TOP OF CONC.
ELEV 42'-0'
SECTION AA
NOTEi SIMILAR CONDITION OPPOSITE HAND AT COLUMNS C4A, C5A, C6A
T.O.C, E L9'-10'\ Al
NOTE: COL. EXTENDED 10' TO MATCH
y BAFFLE PLATE EXTENSION
EL. 56.5' �� �
CIJ 113`��
49
T I10 & II_
2'-0'
DISTRIBUTION
2 1-2-91 REVISE BAFFLE PLATE
1 12-3-90 REVISE BRACING & BAFFLE PLATE ; W10 ELEVATION
REV. DATE DESCRIPTION
REVISIONS
SDP TECHYVOL 0 CHS I1 LSC.
369 Winter Street Hanover, Ma, 02339
Tel: (617) 826-5186
Fax: (617) 826-1521
CONTRACT ITEM, CRANE FRAME SECTIONS
SPED 14300 REF. DWG, S4
FINISHt PRIME PAINT
ERECTED BY, EDP
DRAWN BY, DC DATE, 9/21/90
CHECKED BY, FIELD CHK:
PROJECT: CONST. OF SOLID WASTE TRANSFER STATION
JOB LOCATION: YARMOUTH
CONTRACTOR, SCIABA CONST,
ARCH./ENGR. SEA CONSULTANTS
CONTRACT # 9-1041 IDRAWING # 1139 B
t
T,O,S, 81'-7'
20'-11 1/2'
MARK
FLANG
NORTH
1 1/2"
60'-6"
TOP OF CONCRETE 1'
4"
0
1, 4„
— 6" 0
P10
T.O.S. W6X15
71'-3'
PIO I
TYP THIS
SHEET
P10
T,O.S
61'-1
Cl AT H 7 AND H15
W10X49 CUT 20'-11 1/2'
7 1/2'
6 3
T,O,S. W10X49 COL
MHKK I HLJ t MUL IVUK I N
C6 AT I 9
C6A AT I 13
WIOX49 CUT 19'-10 1/2'
B
19
1 1/2
TOP OF CONC 42'-0'
P7 THIS
OPPO
�} -r pUEs rrt�S
-po-T �D
W10 WEB
3/16
3/16
L2X2X1/4 - I
L3X3X1/4
--�
3/161/4' PLATE
r
3/16
EL. 56.5'
B -B
3/16 -
B
BAFFLE SUPPORT DETAIL
SEE BAFFLE PIECE DETAILS SHT 1139G
DETAIL AT BAFFLE PLATE
WITHIN COLUMN FLANGES
- 14"
I
I
I
FACE ON C6
SITE FACE ON C6A
i
j
- W10X49 20'- 11 1/2'
2
2
- W10X49 19'-10 1/2"
- P7
6
- P10
2
- BPI
1
2
- BP2
i
1 3/4' T,O,S,
W6X15 61'-10"
'I
�} -r pUEs rrt�S
-po-T �D
W10 WEB
3/16
3/16
L2X2X1/4 - I
L3X3X1/4
--�
3/161/4' PLATE
r
3/16
EL. 56.5'
B -B
3/16 -
B
BAFFLE SUPPORT DETAIL
SEE BAFFLE PIECE DETAILS SHT 1139G
DETAIL AT BAFFLE PLATE
WITHIN COLUMN FLANGES
- 14"
I
I
I
FACE ON C6
SITE FACE ON C6A
i
DATE F.A. F.C. SHOP SHIP FIELD ERECT PURCH
BY
DISTRIBUTION
1-2-91 REVISE BAFFLE
1 12-3-90 REVISE DIMENSIONS
REV. DATE DESCRIPTION
REVISIONS
EIRP TECHNOL O CIL'S IYC.
369 Winter Street Hanover, Ma, 02339
Tell (617) 826-5186
Fax: (617) 826-1521
CONTRACT ITEM, CRANE FRAME COLUMN DETAILS
SPED 14300
REF, DWGl S4
FINISH, PRIME PAINT
ERECTED BY, EDP
DRAWN BY, DC
DATE,
CHECKED BY,
FIELD CHK,
PROJECT, CONST. OF SOLID WASTE TRANSFER STATION
JOB LOCATION, YARMOUTH, MA.
CONTRACTOR SCIABA CONST,
ARCH./ENGR, SEA CONSULTANTS
CONTRACT # 9-1041
DRAWING 4 1139C
T.O.S. 8l'-7'
i
39'-5 1/2"
16'-11 7/8'
1 1/2' �
TOP OF CONCRETE
42'-0'
4' TYP
T.O.S, W12X53 3�
EL 81'-6' o
I
I
I
I
P10 C-
7 `3/4"
W6X15
655''-- 8"
1 3/4'
E
BAFFLE SUPPORT
ASSEMBLY
EL. 56.5'
14'-4 1/2'
MARK NERTH
1'
o
1' --- 4„
6"
BPI HOLES 1 1/16'
i
6"
C3 AT I 11
WlOX49 CUT 39'-5 1/2'
3"
3"
39'-1 1/2'
NOTE: SEE ADDITIONAL BAFFLE SUPPORT
DETAILS SHT 1139C
2 - WIOX49 17'-8 1/2'
1 - WIOX49 16'-5 1/2'
1 - WlOX49 39'-5 1/2'
4 BPI
2 - P10
T.O.S. COL. E 59'-ln'
17,-e 1/ 2'
BAFFLE SUPPORT
ASSEMBLY
14'-4 1/2'
/ MARK THIS
FLANGE NORTH
TOP OF CONCRETE
42'-0' � I
I' 4'
BPI HOLES 1 1/16"
6"
C7 AT I 10 AND 1 12
WIOX49 CUT 16'-10 1/2'
T.O.S. 81'-7'
16'-5 1
MARK THIS
FLANGE NOF
65'-0"
TOP OF CONCRETE I
4"
0
1' 4'
6"
BPI HOLES 1 1/16'
L. 56.5'
T.O.S. WI
81'-6'
TYP THIS
SHEET
CL
7
T.O.S. W6X15 —
65'-8' 1 3/4
4' TYP
C2 AT H 11
WIOX49 CUT 16'-5 1/2'
ALL HOLES 13/16" U.O.N.
1/2'
DATEF.A. F.C, SHOP SHIP FIELD ERECT PURCH B
T,O,S, 81'-i
39'-
i
T.O,S. WGX15
61'-10'
BAFFLE
SUPPORT
SEE DETAIL
SHT 1139C
5"
16'-11 7/80
CL
PLATE C 3,
NEAR SIDE C4
FAR SIDE C4A
1 v2",�\
1 1/4' T,C
T.O.S, W10X22 81'
81'-0 1/2'
38'-9 3/4'
19'-6 3/4'
EL. 56,5'
Pio G
TOP HOL
T.O.S. W6X15
71'-3'
P 10 fL
TOP HOL
PIO (
TOP HOL
T.O.S. W6 X1
61'-1'
TOP OF CONCRETE TYP ALL BRACE PLATES
42'-0' 1 1/4 AND WING PLATES THIS SHEET
1
3 1/2" 5"�
� II�
1'4"
6_ f F 0
BP2
P7 THIS FACE ON C4A
OPPOSITE FACE ON C4
C4 AT I 7 SHOWN
C4A AT I15 OPPOSITE HAND
WIGX49 CUT 39'-5 1/2'
4" TYP
3/4'
4'
T.O.S. Bl' -7'
T.O.S. W6X15 81'-0 3/4"
1 3/4
o I 2 1/2
39'-1 1/2'
39'- 5 1/2
II
MARK NORTH
0 0
P7 P7
C5 AT I 8 & I 14
WlOX49 CUT 39'-5 1/2'
EL, 56,`,
14'-
1P�
3 1/2"5'
1' 4
6" o
BP2
L Fi
4 - W10X49 39'-5 1/2'
4 - BP2
6 - P7
6 - P10
1 1/4" T.O.S. WIOX22 81'-0 1/2'
3/4'
T,O,S, W GX15 61'-10'
DATE F.A. F.C. SHOP SHIP FIELD ERECT PURCH BY
DISTRIBUTION
VRE
1-2-9 REVISE BAFFLE PLATE
12-3- 0 REVISE BAFFLE PLATE
V. DATE DESCRIPTION
REVISIONS
EDP TECHYOL OCIE S' IMC.
369 Winter Street Hanover, Ma, 02339
TeL (617) 826-5186
Fax: (617) 826-1521
CONTRACT ITEM: CRANE FRAME COLUMN DETAILS
SPEC: 14300 REF. DWG: S4
FINISH: PRIME PAINT
ERECTED BY: EDP i
DRAWN BY: DC DATE: 9/21/90
CHECKED BY: FIELD CHK:
PROJECT: CONST. OF SOLID WASTE TRANSFER STATION
JOB LOCATION: YARMOUTH, MA,
CONTRACTOR: SCIABA CONST,
ARCH./ENGR. SEA CONSULTANTS
CONTRACT # 9-1041DRAWING 4 1139E.
0 `7
P10
o
o
P10
5 1/2'
100
4"
o P10
o
0
2 1/2'
1 3/4"
o
16'-11 7/80
CL
PLATE C 3,
NEAR SIDE C4
FAR SIDE C4A
1 v2",�\
1 1/4' T,C
T.O.S, W10X22 81'
81'-0 1/2'
38'-9 3/4'
19'-6 3/4'
EL. 56,5'
Pio G
TOP HOL
T.O.S. W6X15
71'-3'
P 10 fL
TOP HOL
PIO (
TOP HOL
T.O.S. W6 X1
61'-1'
TOP OF CONCRETE TYP ALL BRACE PLATES
42'-0' 1 1/4 AND WING PLATES THIS SHEET
1
3 1/2" 5"�
� II�
1'4"
6_ f F 0
BP2
P7 THIS FACE ON C4A
OPPOSITE FACE ON C4
C4 AT I 7 SHOWN
C4A AT I15 OPPOSITE HAND
WIGX49 CUT 39'-5 1/2'
4" TYP
3/4'
4'
T.O.S. Bl' -7'
T.O.S. W6X15 81'-0 3/4"
1 3/4
o I 2 1/2
39'-1 1/2'
39'- 5 1/2
II
MARK NORTH
0 0
P7 P7
C5 AT I 8 & I 14
WlOX49 CUT 39'-5 1/2'
EL, 56,`,
14'-
1P�
3 1/2"5'
1' 4
6" o
BP2
L Fi
4 - W10X49 39'-5 1/2'
4 - BP2
6 - P7
6 - P10
1 1/4" T.O.S. WIOX22 81'-0 1/2'
3/4'
T,O,S, W GX15 61'-10'
DATE F.A. F.C. SHOP SHIP FIELD ERECT PURCH BY
DISTRIBUTION
VRE
1-2-9 REVISE BAFFLE PLATE
12-3- 0 REVISE BAFFLE PLATE
V. DATE DESCRIPTION
REVISIONS
EDP TECHYOL OCIE S' IMC.
369 Winter Street Hanover, Ma, 02339
TeL (617) 826-5186
Fax: (617) 826-1521
CONTRACT ITEM: CRANE FRAME COLUMN DETAILS
SPEC: 14300 REF. DWG: S4
FINISH: PRIME PAINT
ERECTED BY: EDP i
DRAWN BY: DC DATE: 9/21/90
CHECKED BY: FIELD CHK:
PROJECT: CONST. OF SOLID WASTE TRANSFER STATION
JOB LOCATION: YARMOUTH, MA,
CONTRACTOR: SCIABA CONST,
ARCH./ENGR. SEA CONSULTANTS
CONTRACT # 9-1041DRAWING 4 1139E.
2L Al
3-
3`
1/2'
(-5)
P1
21- A2 0
0 0
0
1 3/4" _
2 1/2"
1/2"
4,
0 0
P2 0
P2 0
21- A2
00
0
1 3/4' _
21- A2 2 1/2"�
1'-9 1/2"
2 1/2' RETURN
TYP ALL CLIP
ANGLES THIS SHEET
TYP
I"
13'- 2'
Bl W12X53 13'-3' ( CUT 13'-2')
MAKE 3
13'-2"
B3 W6X15 13'-3' C CUT 13'-2'
MAKE 2
134 W 6X15 13'-3' ( CUT 13'-2'
MAKE 2
P3 0
00
2L A2
O
1 3/4'
2 1/ 2'
B7 W6X15 13'-3' C CUT 13'-2'
MAKE 1
Al
NOTE: BEAM B2 MOVED TO SHT 1139H
1/4' FITTED PLATE
TYP 8 PLACES
/CLIP INSIDE CORNERS
1'X1" TYP
21- Al
6" I=V -9 1/2" _ 1/2'
(-5)
TYP ALL
BRACE PLATES
THIS SHEET
P1
P2
FLUSH
o CENTER ON BEAM
0 0 TYP EACH END
° 1/2'
2L A2
\1 1/4'
2 1/2°--�1
COPE 1 1/4 X 2 1/2
0 0 P3
FLUSH
0 CENTER ON BEAM
21- A2
1/2
:1:1 /2
1/2'
COPE 1/2 X 1 1/2
P5
2L A2
1 3/4" _
2 1/2'
PG
1 3/4"
NOTE: CENTER ALL PLATES 2 1/2'
P1 THROUGH P6 ON BEAM CENTERLINE
P6
2 1/2"
2' -
8 1/2" --7
1 7/8'
Fy y I 1\
4 3' 3" SLOT 13/16 X 1
Al L3 1/2 X 3 1/2 X 3/8
MAKE 12
4 1/2" —y
- — — 1 7/8'
2 1/2'�— SLOT 13/16 X 1
A2 L 3 1/2 X 3 1/2 X 3/8
MAKE 36
17'-3 1/8'
135 WGX15 17'-4 1/8" C CUT 17'-3 1/8')
MAKE 2 -
17'-3 1/8'
B6 W 6X15 17'-4 1/8' C CUT 17'-3 1/8')
MAKE 2
u
L5X5X3/8
MARK
I FLUSH
0
CENTER ON BEAM
LENGTH 'B'
0
TYP EACH END
13'-3
0
7'-10 5/16"
BR2
0
15'-3
3/4'
1/2'
BR3
4
2L A2
1/8'
O
BR4
8
0'o
P2
0
FLUSH
4
CENTER ON BEAM
P2
FLUSH
o CENTER ON BEAM
0 0 TYP EACH END
° 1/2'
2L A2
\1 1/4'
2 1/2°--�1
COPE 1 1/4 X 2 1/2
0 0 P3
FLUSH
0 CENTER ON BEAM
21- A2
1/2
:1:1 /2
1/2'
COPE 1/2 X 1 1/2
P5
2L A2
1 3/4" _
2 1/2'
PG
1 3/4"
NOTE: CENTER ALL PLATES 2 1/2'
P1 THROUGH P6 ON BEAM CENTERLINE
P6
2 1/2"
2' -
8 1/2" --7
1 7/8'
Fy y I 1\
4 3' 3" SLOT 13/16 X 1
Al L3 1/2 X 3 1/2 X 3/8
MAKE 12
4 1/2" —y
- — — 1 7/8'
2 1/2'�— SLOT 13/16 X 1
A2 L 3 1/2 X 3 1/2 X 3/8
MAKE 36
17'-3 1/8'
135 WGX15 17'-4 1/8" C CUT 17'-3 1/8')
MAKE 2 -
17'-3 1/8'
B6 W 6X15 17'-4 1/8' C CUT 17'-3 1/8')
MAKE 2
u
L5X5X3/8
MARK
QUANTITY
LENGTH
'A'
LENGTH 'B'
BR1
4
13'-3
3/4'
7'-10 5/16"
BR2
4
15'-3
3/4'
7'-7 3/4'
BR3
4
17'-3
1/8'
10'-2 7/8'
BR4
8
23'-4
5/16'
11'-7'
BR5
4
24'-0
7/8'
12'-1 1/2'
I/ f?2
LOT 13/16 X 1
A3 L3 1/2 X 3 1/2 X 3/8
MAKE 8
0 P5
1/2'
2L A2
0
P6
OVERHANG CLIP ANGLE 1/2'
OVERHANG P5 AND P6 3/8' EACH END
CENTER ON BEAM
1/2'
IL P6
OVERHANG CLIP ANGLE 1/2'
OVERHANG P6 3/8' EACH END
CENTER ON BEAM
DATEj3-
F.A, F.C. HIP FIELD ERE
SHOP SCT PURCH BY
DISTRIBUTION
1 12REVISE DIMENSIONS
REV, I DATE DESCRIPTION
REVISIONS
EIRP TECHNOL O CHS INC.
369 Winter Street Hanover, Ma, 02339
Tel: (617) 826-5186
Fax. (617) 826-1521
CONTRACT ITEM CRANE FRAME BEAM DETAILS
SPEC: 14300 REF, DWG: S3
FINISH+ PRIME PAINT
ERECTED BY: EDP
DRAWN BYi DC DATE: 9/21/90
CHECKED BY: FIELD CHK:
PROJECT: CONST, OF SOLID WASTE TRANSFER STATION
JOB LOCATION: YARMOUTH MA,
CONTRACTOR: SCIABA CONST,
ARCH,/ENGR, SEA CONSULTANTS
CONTRACT # 9-1041 DRAWING # 1139F
10 1/2' NOTE, ALL HOLES 13/16 U.O.N. 10 1/2'
SLOTS 13/16' X 1 1/8' U.O.N. 4 13/16"
6 1/2' D
7'
3 7/I� C3,-- :# 1 3/4' 7 11/16. 1 3/4'
4 13/1c," 6 3/16'
1 9 1/4' 3' a 7/8' 3" 2 5/8" 1 7/8" 1/4" PLATE
-
11
3
I
L3X3X1/4 j
�1 1/2, � �1 112• 2'-0 1/4" 2" '*t--�L2X2X1/4
6 3/16' 4 7/8
TYP
PL 3/8 X 9 1/4 X 10 1/2 PL 3/8 X 9 1/4 % 10 1/2
3/16 3 BOTH
MARK P2 MAKE 8
MARK P3 MAKE 2 LEGS
SECTI❑N D-D D MAKE 8 MAKE 8 MAKE 2
14' 14 1/4'
10'- 4'
BAFFLE PLATES AT COLUMN FLANGES
- 3 15/16'
3/8' 10 3/16'
T- 13 1/4'
14" � 12 7/16" ..
C4X7,27 1'-11/11/160
4 5/8' 5 13/16'1'-4 5/8"
3 SIDES 3"5 1/4' 3/16 PL 3/SX14X14W10X49
MARK P6 MAKE 4 PL 3/8 X 14 1/4 X 17 1/16' 16'-6"
i
MARK P4 MAKE 4
3/16 3 L1 L3X3X1/4 MAKE 8
10 1/2'
6 9/16 12• SECTION A-A
PL 1/4 X 10 X 10 Wi0X49 X 16 1/2"
�
51 1/16' 3 3/16' I 1 3/4' 7 9/16' 91
16'-11 3/4"
3'
9 1/4' 14' W10 & C4 BAFFLE SUPPORT BRACKET L2 L3X3X1/4 MAKE 8
13, MAKE 9 WELD TO COLUMNS
it
1 1/2' ,
6 3/4' - B
6'
PL 3/8 X 9 1/4 X 10 1/2
MARK P1 MAKE 2 PL 3/8 X 14 X 16 C •I �10
MARK P5 MAKE 4 to C oi)
5" l'-2 3/4"
3'-2 3/16'
5" 3 1/2'
3'-2 3/16"
i
i
45'
12" 4" 12" 4"
10"
� 4" 4" � 10" - ,-
2'-2 15/16"
1
SECTION B-B 17'-4"
12" 7 12"
(17-9 n
B
BAFFLE PLATE
BASE PLATE HILES 1/4' PLATE MAKE 8
1 1/16' D:A
PL 1/2 X 12 X 12 / PL 1/2 X 12 X 12
MARK BPI MAKE 6 --�
MARK BP2 MAKE 6 C
— — — — — — — — — / DATE F.A, F.C. SHOP SHIP FIELD ERECT PURCH L
3" �7/
DISTRIBUTION
12 9/16" — — — — — — — — — 3'-2 3/16'
Ll 2 1-2-90 REVISE BAFFLE
1 1/ 2" - 2'-10 11/16" 1 12-3-9 REVISE BAFFLE PLATES
8 11/16' \ REV. DATE DESCRIPTION
1 1/2" REVISIONS j
�� I — O 3° 2 1/8" TYP -EDP TECIINOI OCIE S' INC.
6 3/4" BOTH
7 1/2' 9" — — — — — — — — — — ANGLES 3/16 2 12 j 369 Winter Street Hanover, Ma, 02339
L2 _ Tel: (617) 826-5186
11 7/16" Fax: (617) 826-1521
i0' CONTRACT ITEM, CRANE FRAME MISC PIECES
3 1/2" SPEC 14300 REF. DWG- S4
FINISH PRIME PAINT
17'-4" ERECTED BY! EDP
SECTION C-C DRAWN BY: DC DATE: 9/21/90
7 S/16" I C CHECKED BY: FIELD CHK:
PROJECT: CONST. OF SOLID WASTE TRANSFER STATION _
PL 3/8 X 9 1/4 X 10 1/2 PL 2 JOB LOCATIDN: YARMOUTH, MA. 3/8 X 3 1/2 X 9 BAFFLE PLATE ASSEMBLY DRAWING _I
FIELD WELD TO SUPPORT BRACKET AT COLUMNS CONTRACTOR: SCIABA CONST,
MARK P7 MAKE 4 MARK P10 MAKE 16
ARCH./ENGF SEA CONSULTANTS
CONTRACT 9-1041 DRAWING # 11396
i
3 SIDES
TYP ALL ANGLE AND
BEAM CONNECTIONS
TO 3/4' PLATES 1
7'
5 3/4'
L5X5X3/8
BR6
- P13
CUT AND COPE TO FIT
9'-1' a
PH
ORIENT AS
SHOWN ABOVE
L5X5X3/8
1 u
2-6
BR6
Be WIOX242)
5 13/16' 5 13/16'
7' i i -
3 7/16'
P12
CONTINUOUS
TYP ALL SEAMS
BETWEEN ANGLES
AND BETWEEN
ANGLES AND PLATE
g
7'-4 1/2' - 7'-4
K1ld1l1X.1
ERECTION PLAN ELEV. 81'-0 3/4'
5 7/16' 2•
5 7/8' �14
L5X5X3/8 7'
BR6 BR6 i ... _..
P13 CONTINUOUS I W6X15
r- TYP ALL SEAM$ B'-3 1/2' LONG
1/4 BETWEEN ANGLES
AND BETWEEN
6' ANGLES AND PLATE
CUT AND COPE TO FIT
6i
L5X5X3/8
P12 P14
ORIENT AS ORIENT AS
SHOWN ABOVE SHOWN ABOVE
-1 1/8' '-4 5/16' W-11 1/8'
18'-4 1/;"
ASSEMBLY BA -1 MAKE 1 AS SHOWN (GRID 7-8)
ASSEMBLY BA -11 MAKE 1 OPPOSITE HAND (GRID 14-15) -
CRANE GIRDERS
P16
1/2_
L5X5X3/R
11
1/2'
8'-
ASSEMBLY BA -2 MAKE 1 AS SHOWN (GRID 8.5-9.5)
ASSEMBLY BA -2A MAKE I OPPOSITE HAND ( GRID11.5-12.5)
P16
5 9/16'
ASSEMBLY BA -3 MAKE 1 AS SHOWN (GRID 9.5-10.5)
ASSEMBLY BA -31 MAKE 1 C-PCSITE HAND (GRID 12.5-13.5)
NOTE- GRID 11-15 SIMILAR OPPOSITE HAND
SEE SHEET 113913
I1'-3 1/8'
3/1��2' RETURN
B8 W6XI5 CUT 11'-3 1/8'
MAKE 2
3/16'{2• RETURN
1 3/4•
2L A2
Ire•
B9 W6X15 CUT 10'-8'
MAKE 2
DATE F.A. I F.C. I SHOP I SHIP I FIELD I ERECT Pi uarN
DISTRIBUTION
REV. I DATE I DESCRIPTION
REVISIONS
.EIRP TECHNOL OCIES,' 11VC.
369 Winter Street Hanover, Ma, 02339
Tel: (617) 826-5186
Fax: (617) 826-1521
CONTRACT ITEM, CRANE FRAME BRACES AT EL. 81'-0 3/4'
SPEC, 14300 REF. DWG, S4
FINISH: PRIME PAINT
ERECTED BY: EDP
DRAWN BY, DC DATE, 12-3-90
CHECKED BYi FIELD CHK;
PR.OJECTi CONST. OF SOLID WASTE TRANSFER STATION
JOB LOCATIONi YARMOUTH
CONTRACTORi SCIABA CONST,,
ARCH./ENGR. SEA CONSUL -f ANTS
CONTRACT # 9-1041 DRA 6G # 1139H
BB
1'-10 15/16'
6'-9'5/16'
J/
1'-]0 I5/16'
-�(—�'-4 1/2'
/
7 11/16'
7 11/16'
2 3/4'
I`
T
P18
-- - --
2 3/4'
PIB
L5X5X3/8
L5XSX3/8
L5X5X3/8
L5X5X3/8
6 1/4'
P17
7'
7� P17
\
COPE 5 13/16' X 1 1/2-
5 13/16'---�
P19
t
5/16'
S '-1 1/4
i
5/1'-9
'
'2LA3
2' RETURN
3/16
''.
7'-4 1/8
j
WIGX22
17'-4 1/8'
------------ ---------------
- ------
.
3/16'
P20
I
3/16'
14'-I1 5/16'
P20
B2 W10X22 CUT
14'-10 5/16'
'^AKE 2
CRANE GIRDERS
P16
1/2_
L5X5X3/R
11
1/2'
8'-
ASSEMBLY BA -2 MAKE 1 AS SHOWN (GRID 8.5-9.5)
ASSEMBLY BA -2A MAKE I OPPOSITE HAND ( GRID11.5-12.5)
P16
5 9/16'
ASSEMBLY BA -3 MAKE 1 AS SHOWN (GRID 9.5-10.5)
ASSEMBLY BA -31 MAKE 1 C-PCSITE HAND (GRID 12.5-13.5)
NOTE- GRID 11-15 SIMILAR OPPOSITE HAND
SEE SHEET 113913
I1'-3 1/8'
3/1��2' RETURN
B8 W6XI5 CUT 11'-3 1/8'
MAKE 2
3/16'{2• RETURN
1 3/4•
2L A2
Ire•
B9 W6X15 CUT 10'-8'
MAKE 2
DATE F.A. I F.C. I SHOP I SHIP I FIELD I ERECT Pi uarN
DISTRIBUTION
REV. I DATE I DESCRIPTION
REVISIONS
.EIRP TECHNOL OCIES,' 11VC.
369 Winter Street Hanover, Ma, 02339
Tel: (617) 826-5186
Fax: (617) 826-1521
CONTRACT ITEM, CRANE FRAME BRACES AT EL. 81'-0 3/4'
SPEC, 14300 REF. DWG, S4
FINISH: PRIME PAINT
ERECTED BY: EDP
DRAWN BY, DC DATE, 12-3-90
CHECKED BYi FIELD CHK;
PR.OJECTi CONST. OF SOLID WASTE TRANSFER STATION
JOB LOCATIONi YARMOUTH
CONTRACTORi SCIABA CONST,,
ARCH./ENGR. SEA CONSUL -f ANTS
CONTRACT # 9-1041 DRA 6G # 1139H
BB
11
{ 10 3/161
1'-0 7/16'
1'-5 1/4"
�5 1/8'
P11 PL 3/4 X 10 3/16 X 1'-5 1/4"
MAKE 4
1�
P15 PL 3/4 X 11 X 12
MAKE 10
5/8'
P18 PL 3/4' X 11 7/16" X 1'-10 15/16'
MAKE 4
1'-0
P12 PL 3/4 X 1'-0 15/16' X 2'-4 5/16'
MAKE 8
F-1'-7 1/8'---
1'-4 3/16'
4 13/16'
L-2 1/16'-+ 5 1/16'
PIG PL 3/4" X 1'-4 3/16' X 1'-7 1/8'
MAKE4
'- 7' ---7
6'
1'-4 3/8' �-
10 3/8'
3'-7"
P19 PL 3/4" X 1'-4 3/8' X 3'-7'
MAKE 2
'F9 �1'-2 1/4'-
F 9
7/81
� 4 3/8'
11 1 /11 6
' F
1`0 3/4""
9/16'
5 1/ 4'J I k-9 1/1G'j
3 15/16'+ 11
P20 PL 3/8 X 1'-2 1/4" X 1'-4 9/16"
MAKE 4
P13 PL 3/4' X 12' X 12'
MAKE 4
10 3/81� 5 1/8'
(7M
5 3/16' 1'-3 1/2'
5 3/16"
6 15/16' t8 9/16'
+-1'-3 1/2'-�J
P17 PL 3/4' X 1'-3 1/2' X l'-3 1/2'
MAKE 4
1'-0 3/16'
7 13/16'1
1"14_
-'` 1•
5 7/8'
4 1/16'
LL3 7/16"
5 7/16'
P21 PL 3/8 X 11 X 12 3/16
MAKE 6
10
1 2'- 6'--7
P14 PL 3/4' X 1'-3' X 2'-6'
i� MAKE 4
1
ALL HOLES 13/16' U.O.N.
DATE A, F.C. I SHOP I SHIP I FIELD i ERECT PURCH BY
DISTRIBUTION
1 1-2-90 1 ADD P21
REV. I DATE DESCRIPTION
REVISIONS
-EDP Tj7CHN0L 0 CIES INC.
369 Winter Street Hanover, Ma, 02339
Tel; (617) 826-5186
Fax: (617) 826-1521
CONTRACT ITEM: CRANE FRAME BRACE PLATE DETAILS
SPEC, 14300 REF. DWG, S4
FINISH: PRIME PAINT
ERECTED BY: EDP
DRAWN BYt DC DATE, 12-3-90
CHECKED BYj FIELD CHK,
PROJECT: CONST. OF SOLID WASTE TRANSFER STATION
JOB LOCATIONS YARMOUTH
CONTRACTORi SCIABA CONST,
ARCH./ENGR. SEA CONSULTANTS
CONTRACT # 9-1041 DRAWING it 1139I