02-830-052CONTINUE CONCRETE
REINFORCING UP
TO TIE BE
CENTER -L
DOCK SEA
COORDINA
LOCATION
FINISH
GRAD[
3/16 V2 -12
1 /4 'X 1 1/4
HOR. BRIDI
(SEE ROOF
FOR NUMB
REQUIRED)
STL. JOIST
X BRIDGING
END BAYS
Q. v 4' a a a.
EXTERIOR ELEVATION
SCALE: 3/8" = V -0"
(TYP. MISC.
3/16 STL CONIC)
SIZE & LOC. /OPG. VARY
COORD. W/ MECH.
CONTRACTOR
L4x4x1 /4
JOIST: SEE PLAN
TRUCK DOCK SEAL TO BE COMPRESSION TYPE.
SIDE PADS TO BE 12 "W x 12 "D WITH 16 OZ.
CZ;
o
win
METAL ROLL UP DOOR FRAME
DROLL -UP
26 GA. GALV. METAL FLASHING
1
C3
TO BE ANCHORED TO MASONRY WALL
HYPALON FABRIC COVER COLOR GREEN AND
.-2—
w
v
AS REO'D. BY DOOR MANUFACTURER.
C,4
DOOR HOOD
o=
M
UU
ROLL -UP
40 OZ. ARMOR PLEATS WITH 4" EXPOSURE, COLOR
"
GREEN AND 3 1/2- WIDE YELLOW GUIDE STRIPE
j L
DOOR
0
8"x8" GALVANIZED
METAL GUTTER
4! "SLOPE WITH LIGHT WEIGHT
CONCRETE
FULL LENGTH OF PADS. HEAD PADS TO BE
18 "W x 12" D WITH 16 OZ. HYPALON FABRIC
FULL WIDTH
OF OPENING
15' -8" (NTS)
3" x 3" x 3/16" ANGLE
." '•
COLOR GREEN WITH 40 OZ. WEAR SURFACE
z
=
A.F.F.L.
1,4
•:
12 "H x 6 "D x 15 "L
�o
o
COLOR GREEN. COVERS SHALL BE HEMMED
1 /2" EXP. MATERIAL
BUMPER
4" CONC. SLAB W/ 6X6- W1.4XW1.4
•• °' ' :
EAC® FACE VERT
W.W. MESH OVER 6 MILL V.P. OVER
.':
#4 ® 12" HORIZ. -
COMPACT FILL AS REQUIRED.
AND GROMMETED WITH BREATHER GROMMETS.
5/8" STUCCO FINISH
15' -0" (NTS)
~:
(TYPICAL)
x x x x x
%•.
CAULK WITH BUTYZ SEALER ON TOP PAD
°'
NEW 6
VAPOR
' . .'
}{
R. CONC. SLAB
BARRIER
,•�
BETWEEN PAD AND MASONRY WALL. BACK
WELL COMP.
;
�'� ' • ,
METAL ROLL UP DOOR FRAME
FILL
/STE\EL
' •'
FRAME SHALL BE 2 "x12" P.T. KILN DRY.
WELL COMP. FILL
TO BE ANCHORED TO MASONRY WALL
;.,•
\
AS REQ D. BY DOOR MANUFACTURER.
STD. H00
JOIST
ci
N
APPROVED MANUFACTURERS:
1. FROMMELT INDUSTRIES, INC. MODEL NO. TP- 901 -FP
z
8 "X12" R.C. TIE BEAM
(WEDGE TYPE)
z
12 "x16" CONC, ROLL -UP
WITH 4 ##5 CONT. &
2. SERCO ENGINEERING CORP. MODEL N0. S -600
I
n-
o
SILL, TIE TO
DOOR
#3 ®8' O.C.
CONTACT T -K DISTRIBUTING, INC. (904) 384 -9867
PILASTERS
C�
SEE DETAIL C
16K2 JOISTS
(WEDGE TYPE)
a
; ; RUBBER INSULATOR
FOR ANGLE
®5' -0" O.C.
3. KELLY TUFSEAL CORP. MODEL NO. DS- 300 -WP4
"
3 STEEL ANGLF4O
(WEDGE TYPE)
4. FLEXION, INC. MODEL NO HV- 1640WP4WD
FULL WIDTH
OF OPENING
WEDGE TYPE)
6" STEEL ANGLE
"
102 STYLE W/ 14 D IS AN ACCEPTABLE OPTION)
FULL WIDTH OF
OPENING.
CONC.
a
SILL °'
8" CONCRETE BLOCK W/
�1,I
HORIZONTAL REHIFORCING
z
@ 16" O.C. FILL ALL VOID
12 "H x6 "D x 10' -0" L CONTINUOUS
v
CELLS WITH FOAM INSULATI ❑N
m
LAMINATED RUBBER DOCK
°I1
¢
a
FINISH FLOOR
(REF. SPECIFICATIONS)
BUMPER MFG. BY FROMMELT IND.
ccn
"
1/2- EXP.
Q
INC. DUBUQUEJOWA. PHONE FINISH
Z
O
JOINT
o
(319)556 -2020 OR DURA -DOCK GRADE
U
CONTINUE HORIZONTAL REINF.
DURABLE MAT CO. NORWALK,
:a
a
INTO BRICK, (TYP.)
Q
OHIO (800)537 -1603.
m
00
.
Q.
8' -0' (NTS)
A.F.F.L.
SECTION
T -B" THRU
RECEIVING DOOR
8 "X12" R.C. TIE BEAM
SCALE: 3/8" =
1' -0"
WITH 4 #5 CONT. &
#3 ® 8" O.C.
#7 @24" VERT. IN BLOCK CELL
FILLED W/3 000 PSI GROUT
3/16 v
L3xVTx1 /4; VT. LEG MAY VARY W/
ROOF CONST. AND MECH. NEEDS
G.C. SHALL COORD.
ROOF OPENING DETAIL
N
"t
x
O
M
I
L
s
i
Q
0-
rn
0
O
04
O
rn
r`
O
3
v
z
0
U
V)
I
I
U
w
I
M
In
I
uj
00
N
0
i
LO
00
(V
-o
3
W
BUILDING
=A
#7 REBAR EA.
MASONRY CON'
JOINT (TYPICAL
CORE FILLED
WITH MORTAR
3 -5/8" 0 X 5" LG.
EXP. BOLTS - FILL
BLOCK CELL W/ CONC.
AT BOLT LOCATION
BLOCK WALL
TYPICAL BRIDGING DETAIL
MICHIGAN TYPE
FILLED CELL
(TYP.)
CAULK
CAULKING
BLOCK UNIT
NOTE: "MCJ." MASONRY CONROL JOINT.
1) SEE PLAN FOR LOCATION
2) UNLESS OTHERWISE NOTED IN PLAN, LOCATIONS ARE AT CONTRACTORS OPTION.
3) PROVIDE A COLD JOINT AT TIE BEAMS IN LINE W/ MCJ.
TYPICAL MASONRY CONTROL JOINT DETAIL
8" x 8" R.C. END COLUMN W. 4 #5 CONT. & Ef #3 012" O.C.
EXISTING DRILL INTO FOUNDATION 8" & FILL W. EXISTING
BLOCK WALL NON SHRINKING GROUT. BLOCK WALL
0.
00
I-------------------------------- - - - - -- s , •.
I, 8" L 7' -4" MAX SEE FLOOR PLAN 8"
PROVIDE LINTEL BEAM ABOVE
8 "x12" w 4##5, d- #3 ® 12" SUPPORTED
OVER NEW END COLUMNS.
PROVIDE THK. EDGE WITH 2 ##5 AT
SLAB LEVEL.
NEW DOOR OPENING DETAIL
SCALE 3/4" = 1 -0
2• SPACE
V.
5/8" STUCCO FINISH
(TYPICAL)
I
I ALL NEW EXTERIOR CONCRETE MASONRY WALLS INSULATION SHALL
GALV. DOWNSPOUT i BE "CORE -FILL" 500 AS MANUFACTURED BY TAILORED CHEMICAL
(REF: SPECIFICATIONS) i CO., HICKORY, N.C. (TYPICAL)
SEE DOWNSPOUT GUARD
DETAIL.
I
I
I
I
I
I
1/2" CONTINUOUS
EXPANSION JOINT (TYP.)
CONNECT TO EXISTING I = - *-7- = /
DRAIN SYTEM
FINISH GRADE
RAILING 4" CONC. SLAB W/ - i/ -max >/
TYPICAL ,_p» W W- W1.4XW1.4 x
2 \\
. MESH OVER VAPOR
WELL COMP FILL � BARR
j IER
J WELL COMP. FILL WELL COMP.
00 FILL
5/8" STUCCO
MATCH EXISTING
1 #5 CONTI.
1 #5 0 36" O.C. F -36
FILL CONC. CELL •' °�' • j • " ' ' �,
RECEIVING ROOM SECTION
WF16 0
NEW FOOTING _ -
iv SCALE 3/4" = 1' -0„
2 ##5 CONT,o : • 3" CL
3' L
16"
2 SECTION
S -4 SCALE 3/4" = 1' -0"
1-i- 6" X 3/8" X 8" LONG -
W 2 - 1/2" 0 HEADED
STUDS (4" c /c) EACH
JOIST CV
SEE PLAN FOR ELEV.
m
WELD AFTER
DEAD LOAD
IS APPLIED
PROVIDE 6" X 6" POCKET IN
TIE BM. FOR JOIST LOCATION
N
�---• -STEEL JOIST
CONCRETE COLUMN
OR REINFORCED
MASONRY WALL 4" X 4" X 1/4" 0. X 8" LONG
W/ 2 - 3/4" 0 EXPANSION
BOLTS (4" INTO CONC.)
PROVIDE AT q STL. COLS.
AND AT EACH OTHER JOIST
TYPICAL JOIST TO COL. & WALL CONNECTION
D ETAI L NOT TO SCALE
r
WELD AFTEF
DEAD LOAD
IS APPLIED
CONC. T.B.
n, N
!�1 w
V1 ~
22 GA. GALV METAL DECK
OVER 3" INSULPERM &
2 1/2" ZONOLITE OR EQUAL 26 GA. GALV
R -19 METAL FLASHING (TYP.) (D 0
1 #5 CONT. (TYP.) P.T. 2x8 SECURED TO CO I- M
#7 ® 48" O.C. (NP.) BEAM WITH 5/8" EXP. rTl 0 W 0 0
BOLTS @ 24' O.C. (TYP.) 0
L
1/8 (2) 1 /2" Ox8" J BOLTS >
WELDED TO PLATE (TYP.)
Q 00
15'-0" (NTS) In
• 0
C
STEEL `-4 STD. HOOK (TYP.) N Lil
.1 JOIST \ . U0 Y to
—8%38 1/2 CONC. BEAM (B -1) WITH 0
2 7 BOTT, 2 #5 TOP, 2#5 CENTER 0 Z o ro
• 14'- 0 "x4' -0" METAL CANOPY U J
MTD @ 14' -6" A.F.G. Q
` WITH PRODUCT CONTROL APPROVAL - w
COORD. FINAL HEIGHT WITH "W.D." In ~
SEE DETAIL C :2 & TRUCK BUMPER SPECS.
FOR ANGLE ,:.:�., 4' SEAL
TRUCK DOCK SEAL TO BE COMPRESSION TYPE.
I ► + SIDE PADS TO BE WEDGE TYPE 15'W FRONT x 12'W REAR
X 12'D HYPALON FABRIC COVER AND
` - 40 OZ, ARMOR PLEATS WITH 4' EXPOSURE,
ROLL UP GREEN AND 3 1/2' WIDE YELLOW GUIDE STRIPE
DOOR HOOD FULL LENGTH OF PADS, HEAD PADS TO BE
18'W x 12' D WITH 16 UL. HYPALUN FABRIC
WITH 40 OZ, WEAR SURFACE
COVERS SHALL BE HEMMED
AND GROMMETED WITH BREATHER GROMMETS,
CAULK WITH BUTYZ SEALER ON TOP PAD
RECEIVING ROOM BETWEEN PAD AND MASONRY WALL, BACK
FRAME SHALL BE 2'x12' P.T. KILN DRY,
VERIFY COLOR W/ WINN -DIXIE
METAL ROLL UP DOOR FRAME
TO BE ANCHORED TO MASONRY WALL
AS REQ'D. BY DOOR MANUFACTURER.
i�
I
NOTE:
CZ;
o
win
METAL ROLL UP DOOR FRAME
in
�pw in
Wes!
1
C3
TO BE ANCHORED TO MASONRY WALL
rn
.-2—
w
v
AS REO'D. BY DOOR MANUFACTURER.
C,4
0; �
o=
M
UU
ROLL -UP
z
z
j L
DOOR
3" STEEL ANGLE
FULL WIDTH
OF OPENING
1' d
3" x 3" x 3/16" ANGLE
RUBBER INSULATOR
V)
z
=
1,4
•:
12 "H x 6 "D x 15 "L
�o
o
LAMINATED RUBBER DOCK
1 /2" EXP. MATERIAL
BUMPER
4" CONC. SLAB W/ 6X6- W1.4XW1.4
•• °' ' :
EAC® FACE VERT
W.W. MESH OVER 6 MILL V.P. OVER
.':
#4 ® 12" HORIZ. -
COMPACT FILL AS REQUIRED.
5/8" STUCCO FINISH
~:
(TYPICAL)
x x x x x
%•.
°'
NEW 6
VAPOR
' . .'
}{
R. CONC. SLAB
BARRIER
,•�
WELL COMP.
;
�'� ' • ,
FILL
' •'
WELL COMP. FILL
;.,•
METAL DECKING ANGLE DETAIL
SCALE 3/4" = 1' -0"
EXISTING
PAVEMENT LEVEL
.r F
2' -0,. 1,_p,.
NEW CONCRETE SLAB EXIST. CONC. SLAB
4" x 4' x W1.4 x W1.4 W.W.F. (MIN.) '
�c-ac •
4 '
##6 VISQUEEN VAPOR BARRIER #4 x 3' -0" ® 18" O.C.
15" COMPACTED GRAVEL BASE IMBEDDED 12" INTO EXIST.
SLAB IN HILTI EPDXY.
SLAB EXTENSION DETAIL
SCALE 1" - 1' -0" -
P4 ENGINEERS
CZ;
o
win
in
�pw in
Wes!
1
C3
NO@�
rn
.-2—
w
v
%n a
C,4
0; �
o=
M
UU
��
0
z
z
REVISIONS:
0
C
Eoz
00
A CL wco to
ywCID
A�
z \
�
o
U co 14 w F_ Q •
cy— Z 3 (D
o
Q
®o
v
O
v
A
0
G ka
_ ,,XFIC%
-e.
DRAWING TITLE
WALL
SECTIONS &
DETAILS
DATE:
JUNE 17, 2002
DRAWN BY:
CHECKED BY:
DIVISION
MIAMI
LOCATION NO.
285
W.D. GUIDE PLAN
PROJECT NO.
WD #0704
DRAWING NO.
S -4 OF —
SHEET NO.
OF _
,
„
�. Wi
Q
La
0; �
0
(� r I)
j L
,
_X
V)
z
=
Z O D
�o
o
_ ,,XFIC%
-e.
DRAWING TITLE
WALL
SECTIONS &
DETAILS
DATE:
JUNE 17, 2002
DRAWN BY:
CHECKED BY:
DIVISION
MIAMI
LOCATION NO.
285
W.D. GUIDE PLAN
PROJECT NO.
WD #0704
DRAWING NO.
S -4 OF —
SHEET NO.
OF _
,
„