HomeMy WebLinkAbout83-1845 - Details 2PROPOSED
TIMBER RETAINING WALL
TOP ELEV. = 16.5' MLW
EXISTING GRADE
(VARIES)
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PROPOSED CONCRETE GALV." STL PLATE ASSEM. B
SIDEWALK 6" MIN. 0 STRINGERS SECURE TO
THICKNESS REINF. CONC. PAD w/ (4) R" 0
w/6x6-W2.1xW2.1 GALV. A.B. & TO STRINGERS w/ 6' �' DETAIL 3
EPDXY COATED WWF (2) 0 S.S. BOLTS (TYP)
(SEE DETAIL 4)
#5 OWLS
® 12" O.C.
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DETAIL 4
1" GROUT SETTING BEDmw
BELOW PLATE ASSEM.
NEW 7'x5'xl' CONIC.
PAD REINF. w/ #5 PROPOSED DRIVEN 12" DIA.
0 12" O.C. E.W. CONCRETE CAP TIMBER PILE
EXIST. ROCK
#5 OWLS 0 12" O.C. REVETMENT
DRILLED INTO CONCRETE CAP
& SET IN EPDXY.
APPROX. GRADE
VARIES
P.T. 6x8 POSTS
® 6. O.C.
3x8 DECKING ---
11-9,
1'-9" TO
CENTER OF PIER
14 A 4
4
SECURE PILE CAPS
TO PILE w/ (4) 4" 0
S.S. BOLTS (TYP)
12" 0 DRIVEN TIMBER
PILE - NOTCH TOP OF PILE
TO RECEIVE CAP BEAMS
DETAIL 1
SCALE: 1"
P.T. 6x8 POST 1'
® 6' O.C.
2" O.D. SCHED 40 PIPE
(GALV.) HANDRAIL TYP.
SCALE" = 1'-0'
21'
_ P.T. 2x4
CURB
P.T. 5x16
GLULAM STRINGER
SECURE PO". TO
STRINGER w( (3) 4" 0
S.S. BOLTS (TYP)
1"x22" DRIFT PINS (TYP)
® EA. 5"x16' PILE CAP
P.T. (2) 5x16+
GLULAM PILE CAP
"x4" GALV.
2j" 0 DRILL PIN (TYP)
HOLE FOR RAILING" 0 DRILL HOLE
INSTALL WOOD PLUG
AFTER RAILING INSTALLATION
PLAN VIEW
2" O.D. SCHED 40 PIPE
(GALV.) HANDRAIL TYP.
P.T. 6x8 POST �J
® 6' O.C.
ELEVATION VIEW
JL 3; TYPICAL HANDA
" 0 DRILL HOLE
INSTALL WOOD PLUG
AFTER RAILING INSTALLATION
52" f
2" O.D. GALV. SCHED 40 PIPE HANDRAIL (TYP)
(SEE DETAIL 3)
L GLULAM
BLOCKING
P.T. (2) 5x16
GLULAM PILE CAP
P.T. 6x8 X-BRC'G
SECURE TO PILE w/
i" 0 S.S. BOLTS
P.T. (2) 6x8 BRC'G
SECURE TO PILE w/
4" 0 S.S. BOLTS
V)
0
z
W
x �
0
m
J
NOTE:
1. WASHER SIZE FOR in S.S. BOLTS SHALL BE
3" 0 xi"
2. DECKING SHALL BE FASTENED WITH #10 S.S.
SCREWS x5 I" LONG. 2 SCREWS PER PLANK
PER STRINGER. 1
3. PROVIDE GLULAM BLOCKING AT 3 L POINTS
AND OVER SUPPORTS OF PIERS.
4. ALL STEEL PLATES & ANGLES SHALL BE
HOT DIPPED GALVANIZED.
5. PROVIDE 3" COVER OVER ALL REINF. BARS.
6. ALL STEEL ANGLES AND PLATES SHALL BE
ASTM 436 FY-36KSI MIN.
21'
W. EL. = 0.0
NO
10"
DRIVEN 12" DIA.
TIMBER PILE
u m
�I®I2a
P.T. 6x8
RAIL POST
DECK EL. = 10.3t
(TO MATCH PROPOSED
SIDEWALK TELE
DETAIL 2
P.T. (2) 5x16
GLULAM PILE CAP
mmi
P.T. 6x8 X-BRC'G
SECURE TO PILE w/
" 0 S.S. BOLTS
-P.T. (2) 6x8 BRC'G APPROX. GRADE _
SECURE TO PILE w/ VARIES
i" 0 S.S. BOLTS
L — 8"x8"xl" GALV.
X 16" w/ 6 —3/4"0 L4x4xx0'-6" GALV.
S.S. THRU BOLTS w/ (2) 0 S.S.
THRU BOLTS INTO
EACH LEG (TYP)
GLULAM GLULAM
BLOCKING (TYP) BLOCKING (TYP)
DETAIL 2: PLAN VIEW
SCALE: 1" = 1'-0"
J�
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3Fz
mw
WX�rw
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GLULAM STRINGERS --t, L)00
GALV. METAL PLATE ASSEM.
STRINGER LOCATIONS w/ GROUT
SETTING BED BELOW - SECURE
TO CONC. PAD w/ (4) GALV.
" 0 A.B. & TO STRINGER
w/ (2) 0 S.S. BOLTS (TYP)
(SEE DETAIL 5)
DETAIL 4: FIXEI
@ EXIST. REVr- imcl'v r -
SCALE:" = 1'-0"
DETAIL 5
GLULAM END CAP
P.T. 6x8 POSTS
i" S.S. BOLTS
GLULAM STRINGERS (TYP)
SECTION A
SCALE:' = 1'-0'
a'
NOTE:
ALL STEEL SHALL BE WELDED AND
HOLES SHOP DRILLED PRIOR TO
HOT DIP GAVANIZING.
I I M
6" 3"
a
I
OASTAL
NGINEERING
OMPMY, INC.
260 Cranberry Hwy. Orleans, MA 02653
508.255.6511 Fax: 508.255.6700
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CHAMFER
°scN
ALL SIDES
ALL
1
OY
16'
I
8'
t
16•
v 0 N
I
CONT. P.T. 5x16
TIMBER
n
PIPE TYP.
GLULAM
STRINGERS
DECKING
P.T. 6x8
2" O.D.
SCHED 40 GALV.
RAIL POST
PIPE
HANDRAIL (TYP)
Hl
0 ® 6' O.C.
1
P.T. 2x4
P.T. 2x4 CURB
DETAIL 1
! •
• •
CURB
1"x22" DRIFT
—�
i
"i
P.T. (2) 5x16
PINS (TYP)
I
GLULAM PILE CAP
— SECURE POST
P.T. 6x8 X—BRC'G
— TO STRINGER w/
2
MAX.
SECURE TO PILE w/
12f
\.J
in 0 S.S. BOLTS
P.T. 5"x164"
t
GLULAM STRINGERS
i
•
P.T. (2 6x8 BRC'G
S CU 1 w
12" 0 DRIVEN
in 0 S.S. BOLTS
TIMBER PILES
GLULAM END CAP
P.T. 6x8 POSTS
i" S.S. BOLTS
GLULAM STRINGERS (TYP)
SECTION A
SCALE:' = 1'-0'
a'
NOTE:
ALL STEEL SHALL BE WELDED AND
HOLES SHOP DRILLED PRIOR TO
HOT DIP GAVANIZING.
I I M
6" 3"
a
I
OASTAL
NGINEERING
OMPMY, INC.
260 Cranberry Hwy. Orleans, MA 02653
508.255.6511 Fax: 508.255.6700
w
CHAMFER
°scN
ALL SIDES
ALL
1
OY
I
o UR SKI
t
v 0 N
I
2" O.D. SCHED 40
.414 �
n
PIPE TYP.
T� ®IST <"
C SS/QNAi.
EN ,.
P.T. 6x8 POSTS
0 ® 6' O.C.
P.T. 2x4 CURB
—�
— SECURE POST
— TO STRINGER w/
V
(3) 4" 0 S.S. BOLTS
\.J
P.T. 5"x164"
GLULAM STRINGERS
SECTION B p
SCALE:" = 1'-0' W H
1'-5'
3" 11" 3"
v1
is
" STEEL
PLATES
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" STEEL
PLATES
5L51' 5k O
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SCALE: 11" = l'-0"
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SCALE
AS NOTED
DRAWING FILE
C16969.dwg
DATE
01 -22 -OS
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SCALE: 11" = l'-0"
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SCALE
AS NOTED
DRAWING FILE
C16969.dwg
DATE
01 -22 -OS
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CHEC%ED BY
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