145-17 Ovresized Plans

EASTERN 4 MH CONFERENCF-
CENTER.
PIER & DOCK S I TRUCTURt
N.C. State Un'iversit
SCHEDULE OF DRAWINGS
COV COVER SHEET
C-1.01c SITE PLAN (CAMA PERMIT DRAWING)
A-2.01 PIER EL V T ONS / SECTIONS / DETAILS
STRUCTURAL •
E .T
north
LOCATION MAP II NO SCALE I VICINITY MAP
ALBEMARI.,E & ASSOCIATES, Ltd.
115 West St. Clair Street
Kill Devil Hills, NC 27948
252.441.2113
north
NO SCALE
Civil / Str ct r l
CONSULTA!"7S
XX COLUMN _INE
X
# PLAN EQUIPMENT SYMBOL X QXX
X INTERIOR ELEVATION
SEE CHAPTER 100 DRAWINGS SEE CHAPTER 400 DRAWINGS
X
7-0 TOILET ACCESSORY NOTE
SEE CHAPTER 200 DRAWINGS
'D## ROOF DETAIL REFERENCE
X### ROOM NUMBER SEE CHAPTER 300 DRAWNGS
SEE CHAPTER 600 DRAWINGS FOR ROOK!
FINISH SCHEDULE
xoOtX DOOR NUMBER XX BUILDING ELEVATION
Ax.xx ,
SEE CHAPTER 600 DRAWINGS FOR DOOR SEE CHAPTER 400 DRAWINGS
SCHEDULE
HM-# HOLLOW METAL FRAME NUMBER I
SEE CHAPTER 600 DRAWINGS X X
Ax.xx A..xx BUILDING SECTION
SEE CHAPTER 000 DRAWINGS
XX ALUMINUM FRAME NUMBER
SEE CHAPTER 600 DRAWINGS
000.00 ELEVATION X WALL SECTION
Y Ax.xx
SEE CHAPTER100 DRAWINGS
+E0.E
FFE FINISH FLOOR ELEVATION
A7,OX CASEWORK ELEVATION
SPOT ELEVATION
SEE CHAPTER 700 DRAWINGSC0.00
SYMBOL KEY
\ pC�
Wa son+st W rt
architects, p.a.
16 i 2 mason road
durharc I, north carciina 27712
(t) 9 i. 9.908.6980
(e; [e-mail]
23 AUGUST 2017

NEW WOOD PIER
4 mula
BE REBUILT i
D
I
I EXISTTNG CONCRETE
TO BE REPAIRED
0 �
D I R9
o�
L� 144�
'J
1�- I
xN
W
I
D I
o
I
R
l
NC GRID NAD 83
+, J
1
T\R
+ + NEW 8"0 +
+ MOORING PILES
(TYP. 2)
O 0
182'-6'
WOOD BENCHES
NEW PERGOLA
ROOF LINE
+ d +
0 —13=
T FFE = 5.8'
I �h 0
i
Ilk 21'-3„
�M
n
0
+
,M"?'
BULL BAY
+
R
+
45 —7�
r
NEW PERGOLA
r� m�' ROOF LINE ----- i 's +..
I I I II +
'0
+
,MOB + + I ��
R�
�4
,M
+
+
+
+
W PIER PLAN
north
�AP.i -0"--'
LE GEND
4 -- —
SHORELINE
-------- - --
ELEVATION CONTOUR
-- - - - - --
FLOOD ZONE LINE
\R^
SPOT ELEVATION
LIGHT POLE
EXISTING CONCRETE
EXISTING RIP RAP
or
LU _
L Um,pom-
2 � �
a
4
g =.
W -
i
+zi
' a
OWL
,°
,M
POE
+ a
LLS
+ brow=
ML
�S Mom
-
y���
to
PRINCIPAL: FBS
v • R PROJECT ARCHITECT: FBS
k DESIGNED BY: FBS
I DRAWN BY: KE^, A
CHECKED BY: JMB
PROJECT NUMBER: 1701E4H
A ON
�,,ATES, LTD. SI T E f CAM A PLAN
Engineering - Environmental -Land Plannm
115 West Saint Clair St. Phone: [phone]
P.O. Box 3989 Fax: 2�
Kill Devil Hills, NC 27948 www.AlbemarleAs � r f; a
Certificate of Licensure No. C-1027

A
C
B
1'-10Y?"
P.T.'D 6x6 WOOD
POST (TYPICAL)
THRU—BOLT @
6x6 POSTS
SEE STRUCTURAL
DRAWINGS FOR
PIER CONSTRUCTION
PIER BENCH 0 TYPICAL RAILI� EL VATI UPPE IEaA
SCALE: 1 =1 —0
07 08
I I I I I
NOT U D
I' SCALE: — — —
04
NORTH ELEVATION
I
I
I
I
K
i
I I
M"i
5'-0
2x2 WOOD PICKETS
(14" x 142" ACTUAL)
@ 5-Y2" O.C.
10'-0"
V
5'-0„
INTERMEDIATE 6x6
WOOD POST (TYP.)
l
o l o
I °
l
I
o
I
I
SCALE: 3/4"=1'-0" 0
10
I
I
SCALE: 3/16-1 `-0' 0
N
I I
7'-0„
U5-0„
7'-1"
5Y2"
EASE TOP RAIL EDGES
5Y2"
WITH %" RADIUS CHAMFER
(CONT. ALL EDGES)
I
P.T. D WOOD GUARDRAIL
I'
CONSISTING OF:
• 6x6 WOOD POSTS
• 2x8 TOP RAILS
• 2x4 BOTTOM RAIL
i
• 2x2 VERT. PICKETS
SPACED @ 5 Y2" O.C. 6
SEE A-2.01 /06 FOR
TYPICAL RAILING DETAILS.
�
I I
I
� I
TYPICAL SECTION @ UPPER PIER
PAST ELEVATION — CONTINUED
I I I
EAST ELEVATION — BASE BID LAYOUT
A
SCALD: 3/4"-1, m-o" 0
i
I
SCALE: 3 1 —00„ ,
t( 5
SCALE: v/ 1 6"—l'-0" 01g
I
I
'o cV ® c
®� a g
cN
O U p U
(n rn
E
r
04 im m t8
t
7
in
PON
..
CL
mv
go
A-V
SD/®D
DOCUMENTS
NCSU PROJECT :
201720045
SCO PROJECT :
TBa
L& Uj
uj
Z--
fe*
Ul
Row P--
.# .
i°
jk
_
0 U W
Z Z
I L Ul
LLI
PRINCIPAL: F BS
PROJECT ARCHITECT: FIBS
DESIGNED BY: FBS
DRAWN BY: FBS
CHECKED BY: FBS
PROJECT NUMBER: 37O1E4N
PIER ELEVATIONS
_.
23 AUGUST 2017

STRWTURAL 6077,45�'
1. WHERE A DETAIL IS SHOWN ON STRUCTURAL_ DRAWINGS FOR ONE CONDITION, IT
SHALL APPLY rO ALL SIMILAR OR LIKE CONDITIONS UNLESS NOTED OR SHOWN
OTHERWISE ON PLANS.
2. ALL ITEMS SHALL BE TIGHTLY ANCHORED OR ATTACHED SQUARE, PLUMB AND TRUE,
OR IN OTHER PLANES AND SHAPES AS SHOWN ON THE DRAWINGS. JOINTS SHALL
BE TIGHT, EVEN AND FREE OF OFFSETS, NO FIELD ALTERING 0-7 ANY MEMBERS WILL
BE ALLOWED THAT WILL CAUSE THEM NOT TO BE IN ACCORDANCE WITH THE
DRAWINGS AND SPECIFICATIONS WITHOUT WRI17EN APPROVAL OF THE PROJECT
ENGINEER.
3. IF THE CONTRACTOR FINDS A DIFFERENCE BETWEEN THESE DRAWINGS AND EXISTING
ELEVATIONS OR OTHER CONDITIONS THAT PROHIBIT EXECUTION OF THE WORK AS
DIRECTED IN THESE DRAWINGS, THE CONTACTOR SHALL NOTIFY THE ENGINEER
IMMEDIATELY.
4. TIMBER PILES SHALL BE A MINIMUM OF 2.5 CCA UC5B AND SHALL MEET OR
EXCEED AWPA STANDARDS (C-18) FOR PRESERVATION TREATMENT AS APPLICABLE.
PILES SHALL ACHIEVE A MINIMUM OF 12' PENFRAT ION INTO S.JITABLE SUBSURFACE
MATERIAL, DRIVEN TO AN 8 TON CAPACITY.
5. STRUCTURAL FRAMING BE #2 SYP, TREATMENT AS SHOVIN, AND SHALL MEET OR
EXCEED AWPA STANDARDS (UC4C) FOR PRESERVATION TREATMENT AS APPLICABLE.
6. DECKING AND GAZEBO ROOF SHEATHING SHALL BE #1 SYP, TREATMENT AS SHOWN,
AND SHALL MEET OR EXCEED AWPA STANDARDS (UC4B) FOR PRESERVATION
TREATMENT AS APPLICABLE.
7. ALL CROSS BRACING SHALL BE #2 GRADE MATERIAL WITH A MINIMUM OF 2.5 CCA
UC5B (MOISTURE CONTENTS <19%) AND SECURED WITH (2) 1 "0 HDG BOLTS IN
PRE —DRILLED HOLES.
8. ALL FASTENERS SHALL BE HIP —DIP ZINC COATED IN ACCORDANCE WITH ASTM A 153,
TRIM 2x12 FLUSH
W/ DECKING
2x6 DECKING --\
200 JOISTS
FIBER REINFORCED
CONCRETE SLAB
12 },
SREAXWANOiE
1. MATERIALS:
PILES: 8"0 X 12' ST (2.5 CCA AWPA C18)
WALERS: 6x6 ST SYP (2.5 CCA AWPA C2/C9)
DECKING: 2x8 ST SYP (2.5 CCA AWPA C2/C9)
ANCHORS: 3/4"0 ALL THREAD HDG OR ELECTROPLATED
BOLTS: 3/4"0 HDG
2. PILES ARE Tip BE DRIVEN TO 8 TON RESISTANCE WITH A MINIMUM TIP
PENETRATIO'� OF 8' INTO SOLID BOTTOM.
3. ALL CAP Mk-E-RIAL TO BE NO. 2 GRADE MATERIAL (MOISTURE CONTENT <19%)
AND SECURED W/ 3" HDG SCREWS IN PRE —DRILLED HOLES.
4. CONTRACTOR IS ADVISED THAT SOME UNDERWATER DEBRIS MAY BE PRESENT IN
THE PROJECT SITE THAT MAY NEED TO BE REMOVED PRIOR TO PILE PLACEMENT.
TOP _. _ .._._..
6"
8"0
•
6"x6" WALERS —
1
f 2' A
DE
8' M
PENE
I V V.V.
KWA TER ftAN VIEW
NTS
BFAS"A Dk7AL
NTS
2" WIDE CUTS IN
6x6 POST
EXTEND TO BOTTOM OF
GIRDERS AT BENTS ONLY
TERMINATE MID SPAN POSTS
AT BOTTOM OF JOISTS
2x8 TOP CAP #1
ROUTED; CONT.
45' CHAMFER 4.1(C)(6)—RAMP HANDRAILS
AT TOP OF PILE SHALL BE 1 j" TO 14" IN.
® ' i- i DIAMETER WITH THE OUTSIDE
6" FACE OF THE HANDRAIL A
MAXIMUM 3"
FROM THE WALL
!
OR BUILDING
FACE
6"
GRIP RAIL —
34" MIN, TO
38" MAX TO
FINISHED
RAMP WALKING SURFACE
ALL SURFACES ON
HANDRAIL TO
BE ROUTED
AND SANDED
T
2x6 DECKING FAS'ENED
WITH 3" STAINLESS STEEL
SCREWS
(2 AT EACH STRINGER)
BLOCK SOLID AT
MID RAIL SUPPORTS
>o I ONLY
(2) 4"00" GIRDERS
1 EA. SIDE
10"0 PILE (2) 1 " HDG MARINE BOLTS
(12' MIN. PENETRATION)
HAAIARAL ANC COVER 112�7M D&MkC
NTS
NORMA CATER LEV=_ -_
2' WIDE CU \1
24" VINYL S T PILES
=EGIN SLOT FROM TOP
202 BAND
Y2}} H
".ARiNE BOLTS
WOOD
BENCHES
(NOT SHOWN)
�.•� u I
(2) 1" HDG
MARINE BOLTS
6x6 HAUCH
BRACES UC5B
(1) 1" HDG
MARINE BOLT
14" 6x6 LEDGER
W/ (3) 1 " HDG
MARINE BOLTS
2x4x20 ® EACH JOIST/GIRDER
CONNICTION W/8 10d NAILS
PER CONNECTION
4 IN JOISTS/4 IN GIRDER
PROVIDE SOLID 2x10 BLOCKING BETWEEN
�— 3 JOIST BAYS ® ALL RAIL POST LOCATIONS
(EACH SIDE)
16'-0"
2"x6" #1 DECKING
SCREWED W/3" STAINLESS
STEEL DECK SCREWS (2/JOISTS)
:D EACH _ �Dt-
-_ 'ON W/a .=LS
-'v N ECTION
STS/4 IN
—F
ALL PILES TO BE TREATED
TO 2.5 CCA UC58 PER NO
BUILDING CODE PRESCRIPTION
north
11 SCALE: = SHOWN j
Q}—�9I •
SEE
ELECTRIC SERVICE
CONDUIT
il.
I 7'-D„ ��
2"x6" #1 DECKING UC4B
SCREWED W/3" STAINLESS
STEEL DECK SCREWS (2/JOISTS)
6
,.4 2"x10" JOISTS
g 12" O.C. UC4B '
Y5}-4"
(2) 4"x10" GIRDERS UC4B I
TWO ON EACH SIDE OF PILING
W/ (2) 1" HDG MARINE i
i BOLTS EACH PILING (SEE DETAIL)
NORMAL WATER LEVEL 0,.3' q
_2,
30'-10"0 TIP CLASS 8 TIMBER
PILING (18' MIN. PENES RATION)
,
"
e
e
3
5
q
s
k
a
F
g
G� €
5
o
\A\� � k
ICT 0 9 2101
�ied KED!
. . . . . . . . . . . . . . . .
a,
11& ASSOC-_ATE-S, LTD_
r ineerinc - E nv r�7n?erta - La Planning
115 West Saint Clair St. Phone: (252) +41-211
P.O. Box 3989 Eax: (252 t41-096o t
Kill Devil Hills, NC 27943 wwvv.AicemarieAssoct•ites.com
e
Certificate of Lice?sure Nc. C-1027
-
mS'
�h
2 6�
j!
c
0
® �
z cri
U)
cr;
cc
CL
P
1LM4;5�
ME
z� :((
Vail
mu
L�
SfDD
NCSU PROJECT :
2U1 120045
ACC PROJECT :
T1 3 D
a
A
v
od
ff
r U
0
C M-11
cn
ICY-,
0 1
Ole,
2
MIT X
I
3
4
F3 I
� L
� 9
s
4*m �_.
_ x
m 8
2 - _ a
Lu
E
dpm
07
a
PRINCIPAL: -- FBS
PROJECT ARCHITECT: FBS
IGNED BY: FBA
u AWN BY: FBS
CHECKED BY: FBS
PROJECT NUMBER: 1701E4
PIER PLAN
S A
pg a
am
t pw,
a lkw ems, p
_37
NEW PIER DETAILS
30 .AUGUST 9017