HomeMy WebLinkAboutCombined C11946 REV2 Contender Boats Set 155-0" wall to wall
157'-0" RUNWAY
1 2 3 4 4 5 3 6 7 8 3 3 10 11 12
40' 40' 40' 40' 40' 40' 40' 40'
4'-0" 34'-3" 40'-0" 37'-0"
4 BAR CONDUCTOR
SAFLEC 2 100 AMP
DISCONNECT T
4'-0" Cantilever
(BY OTI ERS) '
5'-0"E40'-0" 40'-0" 4'-0" 5'-1" -FRAME '
�I' I DISCONNECT �'\ � I 35 -8 / \
1 3'-6" 3'-611 15 -0 / „�\
- - — - - - - - - - - - - — — - - — - - ter — - - — - - - - - - I - - — - - � III III - - 4 - - - — - - - - - - � - - - - � — - - — - - - - - - - — —
' (BY OTHERS)
SPAN—
II -6" 5-011
� �'12' I
5-0 I
Crane -
it Spacing 4 BAR CONDUCTOR "' 611 Ei z
l z I l l z l l! -- --------------------------------------- ------------- ----------
floor seam
5'-0" SAFLEC 2 100 AMP
„ Q I' p 'I
A-FRAME I, - End Stop to be flush ith
z 88 0 RUNWAY u pper floor
stop ono . side
III M lli M I� y
cv \
'i i801-01f A- i " -26�v' \
M \
W ;I, W I; 26 -0
Crane Weight: 10,100#
63 -3 SPAN Ll1 I Column Load: 14,200# Q ��� Q
-
I _ z 78' 10" SPAN
Long. Load: 950#
Load in Long. Strut: 4,250# I' II / ` C--7-
0o
/ I 2
6' 0" HOIST floor seam
C.) _ c Crane Weight: 14,700#/ea. I ---------- ---------------------------
. Lat. Load: 550# o �. III o I -- -- - \
I O (A ,I I �
SPACING - - .o , I—.o -
z Load in Lat. Strut: 2,300# _�/ �� N z ; ; �,z Column Load: 35,000#
III III LongLoad: 2,730#
G � I� �1 � � � � I � � � C�ane-Neight: 4,100- #/ea.- G
V l I
0 I'I Load in Long. Strut: 11,700# I 1 1-21v
~ _ P 0 �. I�I 0 4- I Lat. Load: 1,300# IColumn Load: 23,000#
S j �' Mn I \ Long. Load: 1,800#
e� N o "' N Load in Lat. Strut: 5,600# 6 -2
II! _ _ 10'-0" - / Load in Long. Strut-. 6,400#
HOIST / Lat. Load: 1,500#
I 34'-7" \
Ili I I, SPACING /
Load in Lat. Strut: N/A
i �� Min. >�
32'-0" 40'-0" 40'-0" 40'-0" 40'-0" �4Z-0-
51-011 2'-0" /
4
— — — — — — — — — — — — — — ' n — — — — — — — — — — — — — — — i i — — — — — — — — I — — — — — — \ - - - -- -------- ---- --- - - - - --------- - — - — —
floor beam
I
i 5-0 �'� 31_61' I i 3 -6 3 -6 � I 4 BAR CONDUCTOR
A-FRAME e „ \m m
2'-6" 2'-6" 2'-6" 51011 A-FRAME SAFLEC 2 100 AMP '
- - T - - t113'-8z
2'-Ci"
- - �'-0" - - 18 -0
- - - - - - - - - - - - - � I � TOTAL ;� :� 19' 10" i TOTAL
�" -�� RUNWAY RUNWAY 3- - - - - - - - - - - - - - - - - - - - - - 5�_0�� I 4 5 2
2'-6" 2'-6" 70'-0" SPAN 6'-0" ,/ DISCONNECT
5'-0" 5'-0"A-FRAME A-FRAME 5_0 A-FRAME 3 5 A-Frame
A-FRAME 3 -6 3 0 - - _ - _ - - - - - A-FRAME A-Frame (BY OTHERS)
E - - - - -44 BAR CONDUCTOR - - - -ISCONNECT - - - - - - - - - - - - - - - - - - - ---- ---- -------- ---------- --orse - - ------- --- - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - -
�, / .
— — — — — — — — — — - ' fleor�ar� � E
SAFELEC 2 100 AMP I'I (BY OTHERS) / �
5'-0" �32'-0" 40'-0" 40'-0" !A 5�_ - _
-
0 V/ CRANE 1 B 470N \/
I, - \
gyp. /
I' (�` 6� `O ����� 24'-2" \ 4 -11" 2 Ton 2 Ton / 3
v`p �Q �0� 34'-7" Hoist Hoists 26'-4"
I � o � I I
e --
p - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - 1 2' - - - - - - - - D
Ton 25' 0"
O III Hoist -� -Ti4 Cran�r s.
49� 01V C - - 3'-2"
- NE 5B 3 TON
------- ------=-3__==_ --_---_---_—_____— -- 7 \
M I - - - - - "
68'-3" SPAN 611 �— 6 -0 COL S. floorseam
i
SLAB
A-FRAME 2 Ton 2 Ton j \
100 1-0 L1J l Crane Weight: 13,00 # Hoist Hoist
Column Load: 18 00 # k F-A
CRANE 74'-0" --- - - --
upper floor i Z l 3 T CENTERS III RUNWAYMr Q I Long. Load: 1,300 I Hoi 4'-11" CRANE 1 �4 TON
I' --- -E-5A 3-TON � '
- Load in Long Strut: 4,7 0# - --=- -_ _-- --=--- _—_ --_---_---_---_---__ --_---- - - \
' Z
O Lat. Load: 700# � 25'-10" 2�'-
9 -10
III 11 0-
I'I Load in Lat. Strut: 2,30
III
120'-0" RUNWAY - T ST P OL / End Stop to be flush ith
stop on opp. side
�i I \ \ Z
40'-0"
III I 49'-0" \ floor seam
5'-0" 32'-0" 40'-0" 40'-0" 3'-0" / / ! -
5'-0" /
A-FRAME 24'-2"
- - — — - - - - — - - - - - - — — - - - - - - - _ - - - - _ — - - - -- - _ - - - _ — - - — _ - - - - — — - - - - - - - - - - - -� - - � ' - - - - - - - - - - — — �
— 9'-10" 5'-0" I 15'-0' A FR0i4 E \ / \ / ' V /
\ 2 2
5'-1" 11'-OZ" 8 / 2
9 5-0 81_0ll g
q - - - - - — - - - - - - - - - - - - - - -
Crane Weight: 13 000#/ea.
DISCONNECT 4 BAR CONDUCTOR - g
2 (BY OTHERS) SAFELEC 2 100 AMP Column Load: 37,000#
0 0 Long. Load: 2,600#
Load in Long. Strut: 8,500#
Lat. Load: 1,200#
Load in Lat. Strut: 4,400#
48'-0"
1 2 3 4 5 6 7 8 9 10 11 12
28'-0"
130'-0" 60'-0" 290'-0"
480'-0"
N •
PLAN VIEW- i i a si ne
W E
Michael
Scale: N.T.S. S by
No 28317 •2 •
obinson
Ste. STATE OF ' �Z •
Date .
,�� S/ONA L ��
2021009007
11 10954 ,0952 - 04 ' 00 '
2 7/13/21 SPAN 35'8" WAS 36' 10" DATE DRAWNBY
X X X
CONFIDENTIAL PROPERTY 2651 STATE ROAD 60 WEST 06108121 TWh to
BARTOW, FLORIDA 33830 1 6/24/21 16'CLEAR UNDER RUNWAY BEAM WAS 711 ON CRANE#5 FOR BOAT CLEARANCE
This drawingis confidential property of _ EL 1 6/24/21 SPAN 68'3'WAS 70'CUSTOMER WANTS A 5'WALK AISLE CUSTOMER PROJECTNUMBER
P P 1' — PH. 863 - 534 - 1212 , „
FHS Inc. and must not be used except in _ FAX 863 - 534 - 1170 1 6/24/21 SPAN 63 3 WAS 65 CUSTOMER WANTS A 5 WALK AISLE CONTENDER BOATS C11946
connection with our work. All ' MATERIAL HANDLING SPECIALISTS 1 6/24/21 SPAN 3610"WAS 33'CUSTOMER WANTS TO MAXIMIZE WIDTH PROJECT DRAWING NUMBER
rights design and invention are reserved HOIST&CRANE SERVICE REV. DATE DESCRIPTION 8 TRSG BRIDGE CRANES C11946-21-1
CRANES 1A & 1 B
40' BUILDING COLUMNS
1 2
1 '-211 Q 35'-8" SPAN 1 x 1 3/4
11 BAR RAIL
316 (3 MINIMUM 2'-9" SIDE APPROACH 2'-6" SIDE APPROACH TYP.
OSHA)
II I
jl W16x67
ROPGNESSIVE 4 TONMMELLA FO800 664.3RV0R 24/7 �,�
C - e
0 0 i 0 0
—
II - --- o BACKUP
191-8511 PENDANT 0, 16
16 C TRACK
TOP OF � i
FESTOONLi \
CRANE u
II 4 BAR CONDUCTOR W16 x 77
SAFELEC 2 100 AMP RUNWAY
BEAMS
171-6111
16
TOP OF ;
RAIL
I
4 WIRE FEEDS FROM 1 g'_3 3 " 20' W10 x 12
II DISCONNECT TO FHS 16 L.O.O.
16 -0111 4 BAR CONDUCTOR
2 16 1 �� CLEAR
52 UNDER
CLEAR (BY OTHERS) HIGH
GIRDER W16 x 50
UNDER E HOOK CRANE
RUNWAY COLUMN III
TYP.
DISCONNECT
(BY OTHERS)
o TELERADI 0 II
o
o REMOTE 3/4n ALL THREAD B7
10 ANCHORS TYP. ON BASE 611
2 PLATES 8" EMBEDMENT 2 2
DRILL & EPDXY SET
GROUT TYP.
6" NEW CONCRETE
2
FINISHED FLOOR
. ... .. . . .. .
a
4a .. ..
e
°
°
d°a
° e c
1
5'
NW
2 SYSTEM #1 ELEVATION W E 6" EXISTING CONCRETE CRANE #1 LONGITUDINAL SIDE ELEVATION S N
NOTES: 3
1 . MINIMUM OSHA CLEARANCES BETWEEN CRANE AND scale: 1/2:1' S 8
�� Scale: 1/2:1'
(::E
OBSTRUCTIONS ARE 2" LATERAL AND 3" OVERHEAD. 1 6" 1 2'
2. POWER SUPPLY TO RUNWAY CONDUCTORS TO BE FURNISHED CRANE LOADS CONCRETE THICKNESS DATE 1 " 2 1 „ 1 „ 511
AND ATTACHED BY OTHERS. 12 12 1 '-9" 8
AXIAL COLUMN LOAD: 23,000 LBS SIGNATURE � � _
3. BRIDGE CRANE SPECIFICATIONS AS FOLLOWS: LATERAL LOAD: 1 ,500 LBS.
QUANTITY: (2) LONGITUDINAL LOAD: 1 ,800 LBS.
TYPE: TOP RUNNING, SINGLE GIRDER, WHEEL LOAD W/IMPACT: 5,100 LBS. TEST WEIGHTS
DUAL MOTOR WHEEL LOAD W/O IMPACT: 4,600 LBS. CUSTOMER TO SUPPLY YES NO
SERVICE CLASS "C" LOAD IN LONG A STRUT: 6,480 LBS. If weight(s) are not available at time of startup,
CAPACITY: (4) TON additional trip will be charged at time of load test
SPAN 33' MOTOR LOADS SIGNATURE DATE 1 '-2" 1 ' 1 ' 9"
PUSH BUTTON STATION: INDEPENDENTLY FESTOONED
BRIDGE ELECTRIFICATION: FESTOONED CROSS CONDUCTORS 2 TON HOIST MOTOR 4 @ 2.4 HP ANY OBSTRUCTIONS AFFECTING THE
BRIDGE SPEED: 120 FPM-VFD, (2) @ 0.9 HP MOTORS 2 TON TROLLEY MOTOR 4 @ .54 HP I CRANE SYSTEM ARE SHOWN ON DRAWING I
EA. BRIDGE END TRUCKS 4 @ .90 HP AND VERIFIED BY THE END-USER AT
BRIDGE WEIGHT: 3,500 LBS.
CRANE WEIGHT: 4,100 LBS. SUPPLY VOLTAGE 460/3/60 � — TIME OF DRAWING APPROVAL — O1 " 4x
— — — — — — —
4. HOIST SPECIFICATIONS FOR CRANE AS FOLLOWS: DRAWING APPROVAL
MANUFACTURER: HARRINGTON #NERM020LD-SD CUSTOMER CONFIRM VOLTAGE El APPROVED AS SHOWN Q�1 " 6x
TYPE: ELECTRIC CHAIN ElAPPROVED AS MARKED "A" FRAME BASE PLATE DETAIL
QUANTITY: (4) SIGNATURE DATE ❑ NOT APPROVED 11 10 COLUMN BASE PLATE DETAIL
CAPACITY: (2) TON SIGNATURE DATE Scale: 3":1' Scale: 3":1'
LIFT: 20' AVAILABLE — — — — — —
LIFT: SPEED: 20' A FPM RUNWAY DESIGN CRITERIA 2 7/13/21 SPAN 35'8" WAS 36' 10" DATE DRAWNBY
CONFIDENTIAL PROPERTYMV2ELI 2651 STATE ROAD 60 WEST 06108121 RKiley
TROLLEY SPEED: 80/13 FPM VFD BARTOW FLORIDA 33830 1 6/24/21 16'CLEAR UNDER RUNWAY BEAM WAS 13'11 ON CRANE#5 FOR BOAT CLEARANCE
HOIST WEIGHT: 263 LBS. � RUNWAY DESIGNED FOR A MAXIMUM I This drawingis confidential property of 1 6/24/21 -SPAN 68'3'WAS 70'CUSTOMER WANTS A 5'WALK AISLE
CUSTOMER PROJECT NUMBER
I OF 2 CRANE PER BAY OR 25 MINIMUM I p p y PH. 863 - 534 - 1212
SPACE REQUIRED BETWEEN CRANES FHS Inc. and must not be used except in FAX 863 - 534 - 1170 1 6/24/21 SPAN 63'3'WAS 65'CUSTOMER WANTS A 5'WALK AISLE CONTENDER BOATS C11946
5. BRIDGE PAINT: SAFETY YELLOW ALKYD ENAMEL connection with our work. All "03 1 6/24/21 SPAN36'10"WAS33'CUSTOMERWANTSTOMAXIMIZEWIDTH PROJECT DRAWINGNUMBER
RUNWAY AND COLUMNS PAINT: RED OXIDE AS SHOWN ON PLAN VIEW AV MATERIAL HANDLING SPECIALISTS
— — — — — — — — — rights design and invention are reserved HOIST&CRANE SERVICE REV. DA TE DESCRIPTION CRANE#1 A&B SPRA Y BOOTH 4 TON x 33 SPAN TRSG C11946-21-2
CRANES 2A 2B 1 1_211 NOTES:
1. MINIMUM OSHA CLEARANCES BETWEEN CRANE AND
1 111 1111 OBSTRUCTIONS ARE 2" LATERAL AND 3" OVERHEAD.
2 511
8 2. POWER SUPPLY TO RUNWAY CONDUCTORS TO BE FURNISHED
(� AND ATTACHED BY OTHERS.
3. BRIDGE CRANE SPECIFICATIONS AS FOLLOWS:
1�11 QUANTITY: (2)
2 TYPE: TOP RUNNING, SINGLE GIRDER,
DUAL MOTOR
- - - - - - - - - - - - - - - - - - - SERVICE CLASS "C"
____________________________________________________-___________________________________________ ___._________________________________________-_______________________________________._______-_____________ _______________________________._______________..________________-_______________________________ ___-____= W 10 x 12
W33x118w/ 8 6
W 1 0 X 3 W26 x 26 CAP DROGR SSIVE 3 TON �� FOR 24/7 SERVICE
� CAPACITY: (3) TON
LATTI CAN 800.664.3380 FHS 11-211 1 111 SPAN
COLUMN lt PUSH BUTTON STATION: INDEPENDENTLY FESTOONED
TYP. BRIDGE ELECTRIFICATION: FESTOONED CROSS CONDUCTORS
LT W10 x 33 BRIDGE SPEED: 130 FPM-VFD, (2) @ 0.9 HP MOTORS
EA. BRIDGE
1 1/2" x 1 1/2"
BRIDGE WEIGHT: 13,400 LBS.
x 3/16" STEEL
ANGLE TYP. i � CRANE WEIGHT: 14,700 LBS.
i 4. HOIST SPECIFICATIONS FOR CRANE AS FOLLOWS:
MANUFACTURER: HARRINGTON #NERM015SD-SD
i TYPE: ELECTRIC CHAIN
iz lz 111 4X QUANTITY: (4)
z o z CAPACITY: (1 1/2) TON
z / J � i 11 COLUMN BASE PLATE DETAIL LIFT: 20' AVAILABLE
2 HOIST SPEED: 18/3 FPM
12 scale: 3":1' TROLLEY SPEED: 80/13 FPM VFD
HOIST WEIGHT: 261 LBS.
1� 5' � � 5' � 11
5. BRIDGE PAINT: SAFETY YELLOW ALKYD ENAMEL
,..
... :.. :::.:
RUNWAY AND COLUMNS PAINT RED OXIDE
. ..... .:. . :':'.
11
w
111 2 S N CRANE LOADS
6 SYSTEM #2 ELEVATION
Scale: 3/16:1'
E AXIAL COLUMN LOAD: 35,000 LBS
LATERAL LOAD: 1 ,300 LBS.
F G H LONGITUDINAL LOAD: 2,730 LBS.
WHEEL LOAD W/IMPACT: 7,280 LBS.
WHEEL LOAD W/O IMPACT: 6,860 LBS.
LOAD IN LONG A STRUT: 11 ,700 LBS.
LOAD IN LATERAL A STRUT: 5,600 LBS.
----- ---- -- - - - - - - --- --- ---- ------- ----------------------------------------------------------------------------------------------------------------- ----------------------------------------------------------------------------------------------------------------- - 1 11 1
------------------- 1 -2 1
------------------------------------------------------------------------------------------------------------------ -----------------------------------------------------------------------------------------------------------------------------------------
W33 x 118 w/ I kS
W26 x 26 CAP PROGRESSIVE 3 TON E� FOR 24/7 SERVICE
CRANE 800.664.3380
MOTOR LOADS
1 1/2 TON HOIST MOTOR 4 @ 2.4 HP
19'-14" 7 /� 4 WIRE FEEDS FROM -. 01 4X 1 1/2 TON TROLLEY MOTOR 4 @ .54 HP
TOP OF 3/4" ALL THREAD B7 DISCONNECT TO FHS
END TRUCKS 4 @ .90 HP
CRANE 1 3. I ANCHORS TYP. ON 4 BAR CONDUCTOR W10 x 33
-8$
BASE PLATES, 5"
TOP OF 16-7111 (BY OTHERS)
15 I 19'-101611
RAIL 111 I EMBEDMENT 2 SUPPLY VOLTAGE 460/3/60 DISCONNECT L.O.O.
13-78 i DRILL & EPDXY SET 15' CLEAR W10 x 12 "A" FRAME BASE PLATE DETAIL
HIGH UNDER (BY OTHERS)
CLEAR scale: 3":1'
i HOOK GIRDER
UNDER I CUSTOMER CONFIRM VOLTAGE
RUNWAY i 8 1z i SIGNATURE DATE
iz � � o
2 z
i z
2 I 2" GROUT TYP. i 2 '
2
It
' 1 211 1 ^11 1 1_(a11 _11
5
5' 1 �J 8
... : .. ..... .. .... . ........ .. ... . ,a.. .fie....
w
5 SYSTEM #2 ELEVATION S N 4)
Scale: 3/16:1'
78'-10" SPAN E
2'-9" SIDE APPROACH I 2'-6" SIDE APPROACH
1 1 911
7'-611 - - 20' BUILDING COLUMN - - 20' BUILDING COLUMN 20' BUILDING COLUMN 11'-411 BUILDING COLUMN
10 111
4" (3" MIN HA)
-----------------------------------------------------------------------------------------------------____.____.___ ------------------------------------------------------ .____.___.____.____.____.___.____..__..___..___..___.____.___..___.____.____.____.___.____.____.____.___.____.____.___
26 x 268 AP g PROGR SSIVE 3 TON �� FOR 24/7 SERVICE FHs 1" x ��
CRANE 800.664.3380 — 01 6X
BAR RAIL
BACKUP 11-7 11 TYP. COLUMN BASE PLATE DETAIL
PENDANT } - W24 x 117 10 Scale: Y:1'
22W3,v RUNWAY
TOP 4 + C TRACK BEAMS
FESTOON
CRANE
19'-23" 20'-11" 231-54 F ANY OBSTRUCTIONS AFFECTING THE TEST WEIGHTS
1 11
� � i
8 2 L.O.O. I CRANE SYSTEM ARE SHOWN ON DRAWING I CUSTOMER TO SUPPLY YES NO
TOP OF 171.1��� i I W18 x 50 181-611 CLEAR i W10 x 12 AND VERIFIED BY THE END-USER AT If weight(s) are not available at time of startup,
RAIL 8 HIGH UNDER W10 x 33 TYP. TIME OF DRAWING APPROVAL additional tripwill be charged at time of load test
CLEAR (1) FREE STANDING
9'
HOOK GIRDER CRANE i — — — — — — — — — SIGNATURE DATE
UNDER COLUMN ONLY �T o TELERADIO COLUMN
RUNWAY REMOTE 11
z 6 CONCRETE
iz
i 3
i
DRAWING APPROVAL
RUNWAY DESIGN CRITERIA
• "' 6 NEW CONCRETE
3'-6" >0 2" GR UT TYP. 2 ❑ APPROVED AS SHOWN RUNWAY DESIGNED FOR A MAXIMUM
o NOTOPPROVEDVED AS ARKEDf 11 L � OF 2 CRANE PER BAY OR 15' MINIMUM
.• .. , ..
,
AS SHOWN ON PLAN VIEW
1 w 61 6" EXISTING L _j
5 SYSTEM #2 ELEVATION S N CONCRETE
4 Scale: 3/16:1'
E 2 7/13/21 SPAN 35'8" WAS 36' 10" DATE DRAWN BY
CONFIDENTIAL PROPERTYMV2E 2651 STATE ROAD 60 WEST 06108121 RKiley
BARTOW, FLORIDA 33830 1 6/24/21 16'CLEAR UNDER RUNWAY BEAM WAS 1311 ON CRANE#5 FOR BOAT CLEARANCE
This drawingis confidential property of 1 6/24/21 SPAN 68'3'WAS 70'CUSTOMER WANTS A 5'WALK AISLE CUSTOMER PROJECT NUMBER
p p y PH. 863 - 534 - 1212
FHS Inc. and must not be used except in FAX 863 - 534 - 1170 1 6/24/21 SPAN 63'3'WAS 65'CUSTOMER WANTS A 5'WALK AISLE CONTENDER BOA TS C11946
connection with our work. All ' FHS MATERIAL HANDLING SPECIALISTS 1 6/24/21 SPAN 36'10"WAS 33'CUSTOMER WANTS TO MAXIMIZE WIDTH PROJECT DRAWING NUMBER
rights design and invention are reserved REV. DATE DESCRIPTION CRANE#2A & 2B LAMINATION 3 TON X 7810' '/SPAN C11946-21-3
W HOIST&CRANE SERVICE
CRANE 3
7'-6" 20' BUILDING COLUMNS 20' BUILDING COLUMNS - - 20' BUILDING COLUMNS
63'-3" SPAN 4'-3" -
2'-9" SIDE APPROACH 2'-6" SIDE APPROACH
4" (3" MINIMUM OSHA)
--------------
27x84w/ 15x33.9CAP IT
�- PROGRESSIVE 2 T MMELLA
fill
FOR 24/7 SERVICE
CRANE I 1 -4 800.664.3380
r 4 ,
17
19' 1 1it
BACKUP 16-
C-TRACK FESTOON PENDANT 1 " x 1 3/4" L.O.O.
BAR RAIL
18 - 1
9
4 BAR CONDUCTOR 16
SAFELEC 2 100 AMP TYP. TOP OF
W 16 x 67 CRANE
- - 4 WIRE F EDS FROM RUNWAY
W 10 x 33 DISCON ECT TO FHS 1 „ BEAMS 16'-33"
16 -44 4
LATTICE 4 BAR C NDUCTOR TOP OF
COLUMN ! (BY OTHERS) 15 CLEAR W10 x 33 CRANE COLUMN 3„ RAIL
HIGH UNDER 14 108
TYP. HOOK GIRDER CLEAR
W10x12
1 1 /2" x 1 1 /2"
DISCONNECT UNDER
(BY OTHERS) RUNWAY
x 3/16 STEEL 3/4 ALL THREAD B7
ANGLE TYP. � � 182 TELERADIO 'j 11
' ANCHORS TYP. ON BASE
12 REMOTE 12 2
4 PLATES, 5" EMBEDMENT 4
DRILL & EPDXY SET
2" GROUT TYP.
a
d
e
a• e
d d
5' 5'
W 6" CONCRETE
� SYSTEM #3 ELEVATION S N
Scale: 3/8:1'
E
1 '-2"
NOTES: CRANE LOADS 8"
1 . MINIMUM OSHA CLEARANCES BETWEEN CRANE AND 11 " 5„
11 "
OBSTRUCTIONS ARE 2" LATERAL AND 3" OVERHEAD. 1"" 6" �„ 2
AXIAL COLUMN LOAD: 14,200 LBS 2 8
2. POWER SUPPLY TO RUNWAY CONDUCTORS TO BE FURNISHED LATERAL LOAD: 550 LBS. � 1
AND ATTACHED BY OTHERS. LONGITUDINAL LOAD: 950 LBS.
WHEEL LOAD W/IMPACT: 5,000 LBS.
3. BRIDGE CRANE SPECIFICATIONS AS FOLLOWS: WHEEL LOAD W/O IMPACT: 4,650 LBS. 12
QUANTITY: (1) LOAD IN LONG A STRUT: 4,250 LBS. TEST WEIGHTS
TYPE: TOP RUNNING, SINGLE GIRDER, LOAD IN LATERAL A STRUT: 2,300 LBS. CUSTOMER TO SUPPLY YES NO
DUAL MOTOR If weight(s) are not available at time of startup,
SERVICE CLASS "C" additional trip will be charged at time of load test
CAPACITY: (2) TON SIGNATURE DATE 1 '-2" 1111
SPAN 65' MOTOR LOADS
PUSH BUTTON STATION: INDEPENDENTLY FESTOONED
BRIDGE ELECTRIFICATION: FESTOONED CROSS CONDUCTORS 1 TON HOIST MOTOR 2 @ 1 .2 HP FANY OBSTRUCTIONS AFFECTING THE
BRIDGE SPEED: EA. BRIDGE FPM-VFD, (2) @ 0.9 HP MOTORS 1 TON TROLLEY MOTOR 2 @ .54 HP CRANE SYSTEM ARE SHOWN ON DRAWING
END TRUCKS 2 @ .90 HP I AND VERIFIED BY THE END-USER AT I
BRIDGE WEIGHT: 8,8 BRIDGE
LBS. 0111
1 " 4X
CRANE WEIGHT: 10,100 LBS. TIME OF DRAWING APPROVAL -
4. HOIST SPECIFICATIONS FOR CRANE AS FOLLOWS: SUPPLY VOLTAGE 460/3/6O 01 " 4X
MANUFACTURER: HARRINGTON #NERM01 OLD-LD DRAWING APPROVAL
TYPE: ELECTRIC CHAIN
❑ APPROVED AS SHOWN 11 "A" FRAME BASE PLATE DETAIL 12 COLUMN BASE PLATE DETAIL
QUANTITY: (2) CUSTOMER CONFIRM VOLTAGE ❑ APPROVED AS MARKED
CAPACITY: (1) TON ❑ NOT APPROVED Scale: 3":1' Scale: 3":1'
LIFT: 20' AVAILABLE SIGNATURE DATE
SIGNATURE DATE
HOIST SPEED: 14/2.5 FPM
TROLLEY SPEED: 40/6.5 FPM VFD
HOIST WEIGHT: 179 LBS. RUNWAY DESIGN CRITERIA
5. BRIDGE PAINT: SAFETY YELLOW ALKYD ENAMEL RUNWAY DESIGNED FOR A MAXIMUM 2651 STATE ROAD 60 WEST 06108121 RKile
RUNWAY AND COLUMNS PAINT: RED OXIDE CONFIDENTIAL PROPERTY 2 7/13/21 SPAN 35'8" WAS 36' 10" DATE DRAWN BY BARTOW, FLORIDA 33830 1 6/24/21 16'CLEAR UNDER RUNWAY BEAM WAS 13'11 ON CRANE#5 FOR BOAT CLEARANCE y
I O F 1 CRANE PER BAY I MV2EL�m
CUSTOMER PROJECT NUMBER
AS SHOWN ON PLAN VIEW This drawing is confidential property of PH. 863 - 534 - 1212 1 6/24/21 SPAN 68'3'WAS 70'CUSTOMER WANTS A 5'WALK AISLE
— — — — — — — — — _j FHS Inc. and must not be used except in FAX 863 - 534 - 1170 1 6/24/21 SPAN 63'3'WAS 65'CUSTOMER WANTS A 5'WALK AISLE CONTENDER BOATS C11946
connection with our work. All ' FH� 1 6/24/21 SPAN 36'10"WAS 33'CUSTOMER WANTS TO MAXIMIZE WIDTH PROJECT DRAWING NUMBER
rights design and invention are reserved MATERIAL HANDLING SPECIALISTS HOIST&CRANE SERVICE V.RE DATE DESCRIPTION CRANE #3 ASSEMBL Y 2 TON x 65'SPAN TRSG C11946-21-4
CRANE 4
9" 20' BUILDING COLUMNS 20' BUILDING COLUMNS 20' BUILDING COLUMNS 7'-6"
0
68'-3" SPAN "
3' SIDE APPROACH 3'-6" SIDE APPROACH 4" (3" MINIMUM OSHA)
a
1 " x 1 1 /2" W 4 x 146 ROGRESSIVE d MAM'I"Mm
I..` FOR 24/7 SERVICEemb. w27 x
RANE 3 TON800.664.3380 JU
UUM
ONE,
FH
BAR RAIL TYP. C
21 311
- ---
EM
7
BACKUP 8
C TRACK FESTOON
PENDANT
I
19'-2711 4 BAR CONDUCTOR -----------------------8 -------
TOP I'OF SAFELEC 2 100 AMP
CRANE W18 x 86 RUNWAY
BEAMS TYP. 4 WIRE FEEDS FROM
1 „ DISCONNECT TO FHS 711
16 14 W10 x 12 TYP. FOR "A" FRAMES 17'-03" 4 BAR CONDUCTOR 19 —68
8 L.O.O.
TOP F 14'-57" (BY OTHERS)
CLEAR
RAIL 8 W10 x 33 CRANE COLUMN UNDER 15
CLEAR
�` HIGH W 10 x 33 LATTICE
UNDER GIRDER HOOK COLUMN TYP.
RUNWAY
3/4" ALL THREAD B7 1 1 /2" x 1 1 /2" x 3/16"
11 ANCHORS TYP. ON BASE o TELERADIO STEEL ANGLE TYP.
2
12 PLATES, 5" EMBEDMENT ° REMOTE 12
5 DRILL EPDXY ET 5
& O S DISCONNECT
(BY OTHERS)
e FINISHED d 4
a e p
d
.. .. . . . ... as
e
..
6 CONCRETE 5' 211 GROUT TYP. 5'
W
NOTEs: SYSTEM #4 ELEVATION N 1 '-2"
1 . MINIMUM OSHA CLEARANCES BETWEEN CRANE AND 8 s
OBSTRUCTIONS ARE 2" LATERAL AND 3" OVERHEAD. scale: 3/8:1' E
2. POWER SUPPLY TO RUNWAY CONDUCTORS TO BE FURNISHED CRANE LOADS 8" 2 511
611 1
AND ATTACHED BY OTHERS. �� 1— 8
3. BRIDGE CRANE SPECIFICATIONS AS FOLLOWS: AXIAL COLUMN LOAD: 18,000 LBS 1 „ 2
LATERAL LOAD: 700 LBS.
QUANTITY: (1) LONGITUDINAL LOAD: 1 ,300 LBS.
TYPE: TOP RUNNING, SINGLE GIRDER, WHEEL LOAD W/IMPACT: 6,700 LBS. — — — — — — — — —
DUAL MOTOR WHEEL LOAD W/O IMPACT: 6 300 LBS. RUNWAY DESIGN CRITERIA 2
SERVICE CLASS "C" WHEEL
CAPACITY: (3) TON LOAD IN LONG A STRUT: 4,700 LBS. RUNWAY DESIGNED FOR A MAXIMUM
SPAN 70' LOAD IN LATERAL A STRUT: 2,300 LBS. I OF 1 CRANE PER BAY I
PUSH BUTTON STATION: INDEPENDENTLY FESTOONED AS SHOWN ON PLAN VIEW
BRIDGE ELECTRIFICATION: FESTOONED CROSS CONDUCTORS — — — — — — — — — _j 1 '-2" 11 "
BRIDGE SPEED: 130 FPM-VFD, (2) @ 0.9 HP MOTORS 1 '-2" 1 '
EA. BRIDGE MOTOR LOADS
BRIDGE WEIGHT: 12,280 LBS. TEST WEIGHTS
CRANE WEIGHT: 13,000 LBS. 3 TON HOIST MOTOR 1 @ 5.8 HP CUSTOMER TO SUPPLY YES NO
3 TON TROLLEY MOTOR 1 @ .60 HP If weight(s) are not available at time of startup,
4. HOIST SPECIFICATIONS FOR CRANE AS FOLLOWS: END TRUCKS 2 @ .90 HP additional trip will be charged at time of load test 01 " 4x
MANUFACTURER: YALE YK #YKA-L03-02OS420-2 SIGNATURE DATE
QUANTITY: ELECTRIC WIRE ROPE
CAPACITY: (3) TON SUPPLY VOLTAGE 460/3/60 01 " 4X
LIFT: 20' AVAILABLE DRAWING APPROVAL
HOIST SPEED: 20/3.3 FPM ❑ APPROVED AS SHOWN
TROLLEY SPEED: 80/20 FPM CUSTOMER CONFIRM VOLTAGE ❑ APPROVED AS MARKED "A" FRAME BASE PLATE DETAIL COLUMN BASE PLATE DETAIL
HOIST WEIGHT: 617 LBS. El NOT APPROVED 11 scale: 3":1' 12
SIGNATURE DATE SIGNATURE DATE scale: 3":1'
5. BRIDGE PAINT: SAFETY YELLOW ALKYD ENAMEL
RUNWAY AND COLUMNS PAINT: RED OXIDE _ _
DA TE
ANY OBSTRUCTIONS AFFECTING THE � CONFIDENTIALVT/AL PROPERTY 2651 STATE ROAD 60 WEST 2 7/13/21 SPAN 35 8 WAS 36 10 DRA WN B Y
MV2ELL �6�08�21 RKiley
CRANE SYSTEM ARE SHOWN ON DRAWING BARTOW, FLORIDA 33830 1 6/24/21 16 CLEARUNDERRUNWAYBEAMWRS13110NCRRNE#SfORBOATCLEARANCE
This drawingis confidential property of 1 6/24/21 SPAN 68'3'WAS 70'CUSTOMER WANTS A 5'WALK AISLE CUSTOMER PROJECT NUMBER
AND VERIFIED BY THE END-USER AT FHS Inc. and must not be used except in PH. 863 - 534 - 1212 , „ CONTENDER BOATS C11946
L — TIME OF DRAWING APPROVAL — FAX 863 - 534 - 1170 1 6/24/21 SPAN 63 3 WAS 65 CUSTOMER WANTS A 5 WALK AISLE
_j connection with our work. All ' FH� 1 6/24/21 SPAN 36'10"WAS 33'CUSTOMER WANTS TO MAXIMIZE WIDTH PROJECT DRAWING NUMBER
rights design and invention are reserved MATERIAL HANDLING SPECIALISTS REV. DATE DESCRIPTION CRANE #4 ASSEMBL V 3 TON x 70'SPAN TRSG C11946-21-5
HOIST&CRANE SERVICE
CRANES 5A 5B
40' BUILDING COLUMNS 40' BUILDING COLUMNS
13' 70' SPAN 3'
13'
3'-6" SIDE APPROACH 3' SIDE APPROACH 4"
(3" MINIMUM OSHA)
W24 x 146 MA2ZELLAFOR 24/7 SERVICE
GRESS 3 TONPCNEV 77 =&Fkti� 800.664.3380
�t� FHS
i►
-- 1 " x
21 '-3 5 If
2 -0-311BAR RAIL
16 - BACKUP 8 TYP.
TOP OF
PENDANT
CRANEL-
C TRACK W24 x 146
18'-11111 FESTOON RUNWAY i I
16 BEAMS
TOP OF 4 BAR CONDUCTOR
RAIL SAFELEC 2 100 AMP i I
W10 x 12 TYP.
4 WIRE FEEDS FROM 19'_013„ 21 '-0 7 " "A" FRAMES
16 DISCONNECT TO FHS 16 16 I
CLEAR ! ! CLEAR HIGH
UNDER - 4 BAR CONDUCTOR 17'-07 " HOOK
/ UNDER 16 13„ , 25'-116"
RUNWAY ! (BY OTHERS)
GIRDER HIGH 16 W10 x 33 I L.O.O.
CLEAR
DISCONNECT HOOK CRANE
!
(BY OTHERS) UNDER COLUMN I
GIRDER & LATERAL "A" ,
TYP. I
i 12 ; o TELERADIO i 11 11
0
\
2 ° REMOTE 2 ! 2
2 1 2" GROUT TYP. !
FINISHED FLOOR
e d'
! 12
FINISHED FLOOR5 17/51 4
. g
43/4" ALL THREAD B74.4
% ad• .
ANCHORS TYP. ON BASE
PLATES, 5" EMBEDMENT 5' — 6'
DRILL & EPDXY SET 6" EXISTING CONCRETE N
6 NEW CONCRETE
NOTES: 9 SYSTEM 5 ELEVATION W E
1 . MINIMUM OSHA CLEARANCES BETWEEN CRANE AND scale: 3/8:1' S 1 '-2"
OBSTRUCTIONS ARE 2" LATERAL AND 3" OVERHEAD. CRANE LOADS 8"
1 „ 6" 1 „ 11 „ 1111 5„
2. POWER SUPPLY TO RUNWAY CONDUCTORS TO BE FURNISHED AXIAL COLUMN LOAD: 37,000 LBS 2 2 8
AND ATTACHED BY OTHERS. LATERAL LOAD: 1 ,200 LBS. 1
LONGITUDINAL LOAD: 2,600 LBS.
3. BRIDGE CRANE SPECIFICATIONS AS FOLLOWS: WHEEL LOAD W/IMPACT: 6,750 LBS.
QUANTITY: (2) WHEEL LOAD W/O IMPACT. 6,300 LBS. 2
TYPE: TOP RUNNING, SINGLE GIRDER, LOAD IN LONG A STRUT: 8,500 LBS. TEST WEIGHTS
DUAL MOTOR LOAD IN LATERAL A STRUT: 4,400 LBS. CUSTOMER TO SUPPLY YES NO
SERVICE CLASS "C" If weight(s) are not available at time of startup,
CAPACITY: (3) TON additional trip will be charged at time of load test
SPAN 70' MOTOR LOADS SIGNATURE DATE
1 '-2" 11 "
PUSH BUTTON STATION: INDEPENDENTLY FESTOONED 1 '-2" 1 '
BRIDGE ELECTRIFICATION: FESTOONED CROSS CONDUCTORS 3 TON HOIST MOTOR 2 @ 5.8 HP
BRIDGE SPEED: 130 FPM-VFD, (2) @ 0.9 HP MOTORS 3 TON TROLLEY MOTOR 2 60 HP
EA. BRIDGE @ F ANY OBSTRUCTIONS AFFECTING THE
BRIDGE WEIGHT: 12,280 LBS. END TRUCKS 4 @ .90 HP CRANE SYSTEM ARE SHOWN ON DRAWING
CRANE WEIGHT: 13,000 LBS. I AND VERIFIED BY THE END-USER AT I 01 " 4x
TIME OF DRAWING APPROVAL -
4. HOIST SPECIFICATIONS FOR CRANE AS FOLLOWS: SUPPLY VOLTAGE 460/3/6O L — — — — — — — — —
MANUFACTURER: YALE YK #YKA-L03-02OS420-2
TYPE: ELECTRIC WIRE ROPE DRAWING APPROVAL 01 " 4X
QUANTITY: (2) CUSTOMER CONFIRM VOLTAGE ❑ APPROVED AS SHOWN
CAPACITY: (3) TON SIGNATURE DATE ❑ APPROVED AS MARKED "A" FRAME BASE PLATE DETAIL COLUMN BASE PLATE DETAIL
LIFT: 20' AVAILABLE El NOT APPROVED
HOIST SPEED: 20/3.3 FPM SIGNATURE DATE scale: 3":1' 1 scale: 3":1'
TROLLEY SPEED: 80/20 FPM
HOIST WEIGHT: 617 LBS. � RUNWAY DESIGN CRITERIA 2 7/13/21 SPAN 35'8" WAS 36' 10" DATE DRAWN BY
CONFIDENTIAL PROPERTYI MV2ELI 2651 STATE ROAD 60 WEST 0610$121 RKiley
5. BRIDGE PAINT: SAFETY YELLOW ALKYD ENAMEL RUNWAY DESIGNED FOR A MAXIMUM I BARTOW, FLORIDA 33830 1 6/24/21 16'CLEAR UNDER RUNWAY BEAM WAS 13'11 ON CRANE#5 FOR BOAT CLEARANCE
RUNWAY AND COLUMNS PAINT: RED OXIDE OF 2 CRANE PER BAY OR 15' MINIMUM This drawingis confidential property of 1 6/24/21 SPAN 687'WAS 70'CUSTOMER WANTS A 5'WALK AISLE
CUSTOMER PROJECT NUMBER
p p y PH. 863 - 534 - 1212
SPACE REQUIRED BETWEEN CRANES FHS Inc. and must not be used except in FAX 863 - 534 - 1170 1 6/24/21 SPAN 63'3'WAS 65'CUSTOMER WANTS A 5'WALK AISLE CONTENDER BOATS C11946
L -AS SHOWN ON PLAN VIEW — connection with our work. All ' FH� 1 6/24/21 SPAN 36'10"WAS 33'CUSTOMER WANTS TO MAXIMIZE WIDTH PROJECT DRAWING NUMBER
_J
rights design and invention are reserved MATERIAL HANDLING SPECIALISTS HOIST&CRANE SERVICE V.RE DATE DESCRIPTION CRANE #5A & 5B 3 TON x 70' SPAN TRS C11946-21-6