104-12 OVERSIZE PLANS

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,AOANOKE ISLAND AQUARIUM.
BOARDWALK, PIER, & GAZEBO
374 AIRPORT ROAD
MANTEO, NC 27954
Dept. of Environment Natural Resources
N.C. Aquariums
SCHEDULE OF DRAWINGS
COV COVER SHEET
C-2.01 SITE PLAN
A-1.01 PLAN: PIER
BUILDING ELEVATIONS: PIER GAZEBO & STORAGE BUILDING
S-1.01 PIER PILE PLAN
S-1.03 PIER DETAILS
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ALBEMARLE & ASSOCIATES, Ltd. Civil / Structural
115 West St. Clair Street
Kill Devil Hills, NC 27948
252.441.2113
SGE SOLUTIONS PC
215 Glenwood Ave- Suite A
Raleigh NC 2703
919-821-3886
CONSULTA' ITS
xx COLUMN; E
PLAN EQUIPMENT SYMBO'_
SEE CHAPTER 100
T-0 TOILET ACCESSORY NOTE
SEE CHAPTER 200 DRAWINGS
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ROOM NUMBER
SEE CHAPTER 600 DRAWINGS FOR ROOM
FINISH SCHEDULE
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DOOR NUMBER
SEE C'---' R 600 DRAWINGS 70R DOOR
SCHED.,_=
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HOLLOW METAL FRAME NUMBER
SEE CHAP`= 500 DRAWINGS
XX
ALUMINUM FRAME NUMBER
SEE CHAPTER 600 DRAWINGS
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4-1TE1FE
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SYMBOL KEY
ELEVATIC,
FINISH FLOOR ELEVATION
SPOT ELEVATION
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NORTH -CA..) :NA
,UAMS
SCO MID , : 10-08739-01A
01 JU INE 2012
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Plumbing / Electrical
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AX.XX AX.XX
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INTERIOR ELEVATION
SEE CHAPTER 400 DRAWINGS
ROOF DETAIL REFERENCE
SEE CHAPTER 300 DRAWINGS
BUILDING ELEVATION
SEE CHAPTER 400 DRAWINGS
BUILDING SECTION
SEE CHAPTER 500 DRAWINGS
WALL SECTION
SEE CHAPTER 500 DRAWINGS
CASEWORK ELEVATION
SEE CHAPTER 700 DRAWINGS
swanson+stewart
architects, p.a.
400 west morgan st., suite 204
raieigh, north Carolina 27603
(t) 919.326.8820
(e) [e-mail]
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PROJECT NUMBER: 1104RIA .'
COVER SHEET
COVER
01
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Q TJC. GONGREfE D ELECTRIC SERVICES a .,, d.y 0 (BY OTHERS) �� Q ) /
2. PROPERTY ADDRESS: 374 AIRPORT ROAD fly. \ w ro
MANTEO, NC 27954 .�`�' ! Q ��DQ 4 4 x
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3. THE OWNER INTENDS TO CONSTRUCT A SOUNDFRONT PIER WITH GAZEBO AND �P -..� . °� - �v�..� �� i
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A BOAT STORAGE BUILDING AND ASSOCIATED IMPROVEMENTS. �` fb •.•: °
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4. PROPERTY RECORDED IN D.B. 200, PG. 397 D °�" - d •'
�. 47 b(� / 4\
DARE COUNTY PIN#: 9870 11 55 5186 ( d \ .gyp 4 D `� �. p d
dD
5. PROPERTY ZONED: INDUSTRIAL DISTRICT (I-1) 4 d Q p d EXM p• • d l • ; d Q D
d iFfCEfA D MATCH EXISTING a p p 4� d 4
SETBACKS PER CURRENT ZONING: FRONT = 15' D �AT1E Q \p 4 4. • • �jD d p
6 D ^�' .. Q 4 p• i 4 p db Q d
REAR = 10' - �. �. [l j �a D' 4 G d d �hVD p D
SIDES = 20' FN
�P�i'S PROPOSED PAVER — I , , + +
ADJOINING RESIDENTIAL = 75' AREA - = - - - -
. +f • + PROPOSED >I I
• k EXISTING PINE STORAGE I —
• . _ —
7. PROPERTY LOCATED IN A FLOOD ZONE AE (7) AND SHADED X AS PER FIRM \Y \ TO BE REMOVED BUILDING — — ry
_ _
MAP 3720987000J, DATED SEPTEMBER 20, 2006. FFE'- - �hry +
--\ PROPOSED KAYAK
�05sPRTEY
-- ✓ PRACTICE AREA
(SUBJECT TO CHANGE BY FEMA). -°-
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_ ; .. , -.. __. .� ,. _� -,�>r 2:= ::,:: t .. _ EXISTING PINES 3
8. ELEVATIONS BASED ON NAVD 88 DATUM AND ALL DISTANCES SHOWN ARE , s:.�:.� ,� .,, . _.., ,. ,.:.». .,__. .. .. �,::. s.: ( )
TAL GROUND UNLESS OTHERWISE NOTED.
HORIZON
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9. THERE ARE NO DELINEATED WETLANDS ON THIS PROPERTY. -•' - - -
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10. SURVEY REFERENCES. RECORD DEED - D.B. 200, PG 397 ==°OSED WALK •. . • _,x • • .
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OTHER REFERENCES D B 178 PG 74 D posrr� - x
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N BASED UPON ABOVE REFERENCED DEEDS ---- _- - �
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11. BOUNDARY LINES SHOWN HEREON - - - '
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PLATS AND FOUND MONUMENTATION.
— - ._-
12. SITE SURVEY INFORMATION OBTAINED BY ALBEMARLE & ASSOCIATES, LTD.
BETWEEN SEPTEMBER 8, 2010 OCTOBER 13, 2010, HYDRO SURVEY
INFORMATION OBTAINED ON FEBRUARY 15, 2012. -----
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13. THIS SURVEY IS SUBJECT TO ANY FACTS THAT MAY BE DISCLOSED BY A FULL 25.0'
AND ACCURATE TITLE SEARCH. -- - - - - - - - /
- -__ - - -
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14. LOT AREA (COORD METH) = 730,718 SFt (16.77 ACt) - - -- - - �gAMATf= LDGATIGN 0� ��- - - -• --- � / -_
- -
PROPOSED
CAREFULLY REMOVE ARMOR STONE TO KAYAK LAUNCH
r� NORMAL wAT1 R INSTALL ARMOR PILES STONE( UPON COTH), REPLACE 6.30
LLI
COMPLETION OF
LEVIL PILE INSTALLATION
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GRAPHIC SCALE
20 0 10 20 40
(IN FEET)
1 INCH = 20 FT.
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PAVEMENT
CAMA PERMIT SUBMITTAL
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& ASSOCIATES, LTD.
Engineenng -Environmental -Land Planning
115 West Saint Clair St. Phone: [phone]
P.O. Box 3989 Fax: [phone]
Kill Devil Hills, NC 27948 w .AlbemarleAssocistes.com
Certificate of l_icensure No. C-1027
PLAN. SOU%DSI®E PIER � j SCALE: 1" = 20' 01
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PROJECT NUMBER: 111ORIA
06306H
SITE PLAN
C=2001
22 JUNE 2012
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BOARD SIDING
(PAINTED)
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WOOD BRACKETS (PAINTED)
CEMENT BOARD CORNER
BOARDS & TRIM (PAINTED)
CEMENT BOARD SIDING
(PAINTED)
WOOD LOUVERS (PTD.) OVER
FIBERGLASS SCREENING
SCALE: 1 /4-"=1 '-O"
HANDICAP FISHING
LOCATION (SEE
CIVIL DRAWINGS)
19'-6"
HANDICAP FISHING
LOCATION (SEE
CIVIL DRAWINGS)
2''-0"
BENCH
03
BENCH
BENCH BENCH -
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1 12 1 ASPHALT SHINGLES
VERTICAL CEMENT ON ROOFING PAPER
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TRIM (PAINTED) -
24"x24" CASED
OPENING
1:1
SOUTH ELEVATION (NORTH REVERSED)_ PIER GAZEBO
LOWER
PLATFORM
DOWN (1:12 SLOPE) �LJ
DOWN (1:12 SLOPE) -
20'-0"
GATE
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PLATFORM
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ASPHALT SHINGLES
ON ROOFING PAPER
ON PRESSURE
TREATED WOOD 2X6
T&G ROOF DECK
I
01 AQUARIUM EXHIBIT DISPLAY STAND ATTACHED TO PIER RIM JOIST.
SEE DETAIL A-4.01/XX FOR ADDITIONAL INFORMATION.
02 REMOVABLE PROJECT WORKTABLE LOCATION.
SEE DETAIL A-4.01/XX FOR ADDITIONAL INFORMATION.
03 BUILT-IN WOOD BENCH.
G SEE DETAILS A-4.01/XX FOR ADDITIONAL INFORMATION.
04 ---
05 ---
06 ---
WOOD KNEE BRACES I
(PAINTED)
EQUIPMENT LEGEND
1. ALTERNATE BID ITEMS ARE SUMMARIZED IN THE PROJECT MANUAL.
2. ALL EXTERIOR CONCRETE SIDEWALKS AND/OR SURFACES SHALL BE FLUSH WITH
FINISHED FLOOR ELEVATIONS AND SLOPE AWAY FROM THE BUILDING AT A
MINIMUM OF %" PER FOOT FOR A MINIMUM OF 8'-0", FROM THIS 8'-0" DISTANCE TO
Fr__
THE END OF THE SURFACE, THE MINIMUM SLOPE SHALL BE %" PER FOOT TO A
MAXIMUM OF Y2" PER FOOT. REFER TO CIVIL DRAWINGS FOR EXTENT OF PAVED
AREAS AND SPOT ELEVATIONS.
--- -
--
3. PIER PLAN DIMENSIONS ARE SHOWN TO INSIDE FACE OF RIM JOISTS. SEE
CIVIL/STRUCTURAL DRAWINGS FOR SECTIONS AND DETAILED PLAN DIMENSIONS.
4. BOATHOUSE EXTERIOR PLAN DIMENSIONS ARE TYPICALLY SHOWN TO EXTERIOR
-
FACE OF FRAMING, INTERIOR PLAN DIMENSIONS ARE TYPICALLY SHOWN FROM
INSIDE FACE OF FRAMING TO INSIDE FACE OF FRAMING. ALL DIMENSIONS SHOWN
ARE NOMINAL.
5. SEE COVER SHEET FOR SYMBOL LEGEND.
6. SEE C V L & STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION,
7. SEE ELECTRICAL AND PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.
SCALE: 1 /4"=1 °-0" 02
GENERAL PLAN NOTES
KAYAK LAUNCH
CHUTE
(SEE CIVIL DWG.'S)
01 SEE CIVIL DRAWINGS
FOR PLAZA LAYOUT &
BOATHOUSE LOCATION
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PROJECT NUMBER: 1104RIA
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PLAN/ELEV.'S
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& ASSOCIATES, LTD.
I Engineering - Environmental - Land Planning
115 West Saint Clair S :[phone]
north P.O. Box 3989 Fax: [phone]
Kill Devil Hills, NC 27948 w .AlbemarleAssociates.corn
Certificate of Li,oensure No. C-1 027
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DRAWN BY: KCA
CHECKED BY: JMD
PROJECT NUMBER: 111ORIA
06306H
PILE PLAN
5-1.01
16
APRIL 2012
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STRUCTURAL NOTES-
1 . WHERE A DETAIL IS SHOWN ON STRUCTURAL DRAWINGS FOR ONE CONDITION, IT
SHALL APPLY TO 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 OF ANY MEMBERS WILL
BE ALLOWED THAT WILL CAUSE THEM NOT TO BE IN ACCORDANCE WITH THE
DRAWINGS AND SPECIFICATIONS WITHOUT WRITTEN 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 18' PENETRATION INTO SUITABLE SUBSURFACE
MATERIAL.
5. STRUCTURAL FRAMING BE #2 SYP, TREATMENT AS SHOWN, AND SHALL MEET OR
EXCEED AWPA STANDARDS (UC4C) FOR PRESERVATION TREATMENT AS APPLICABLE.
6. DECKING 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 "O HDG BOLTS IN
PRE DRILLED HOLES.
8. ALL FASTENERS SHALL BE HIP -DIP ZINC COATED IN ACCORDANCE WITH ASTM A 153.
16'-0"
WOOD
BENCHES 2%6" #1 DECKING
(NOT SHOWN) SCREWED W/3" STAINLESS
STEEL DECK SCREWS (2/JOISTS)
ELECTRIC AND
WATER SERVICE
CONDUITS
(2) 1" HDG
MARINE BOLTS
6x6 HAUCH
BRACES UC5B
(1) 1" HDG
MARINE BOLT
14" 6x6 LEDGER J
W/ (3) 1 " HDG
MARINE BOLTS
L4x8 CROSS
BRACING UC513
EACH BENT
77
4"
2"x6" CAP
6j"
2x4
4'
t
�_2"x10" JOISTS I
12" O.C. UC4B -5'-4"
4) 2%12" GIRDERS UC4B
WO ON EACH SIDE OF PILING
W/ (3) 1" HDG MARINE
BOLTS EACH PILING (SEE DETAIL_)
NORMAL WATER LEVEL t1.0'
_ (2) 34" HDG MARINE BOLTS
® EACH CONNECTION
-5'
30'-10"0 TIP CLASS B TIMBER
PILING (18' MIN. PENETRATION)
ALL PILES TO BE TREATED
TO 2.5 CCA UC5B PER NC
BUILDING CODE PRESCRIPTION
-28'
6x6 RAIL POSTS
PILE/CallR DETAIL
NTS
RECESS UPPER RAIL BETWEEN
POSTS WHERE HANDRAIL IS
PROVIDED
4.1(C)(6)-RAMP HANDRAILS
1
SHALL BE 1 j" TO 14" IN.
WIDTH OR DIAMETER WITH THE
OUTSIDE FACE OF THE
HANDRAIL A MAXIMUM 34"
7
FROM THE WALL OR BUILDING
FACE
HANDRAIL 2" X 8" 34" MIN. TO 38"
MAX TO FINISHED RAMP WALKING
3„
SURFACE ALL SURFACES ON HANDRAIL
TO BE ROUTED AND SANDED
HANDRAIL DETAIL
NTS
STAGGER 2x12
JOINTS 2x8
2x6
2x4 TIES
EACH GIRDER
(TYP)
ADA COMPLIANT RAMP
WITH HANDRAILS
(SEE DETAIL)
2"x6" #1 DECKING UC4B
SCREWED W/3" STAINLESS
STEEL DECK SCREWS (2/JOISTS)
® 8" O.C.
STAGGER
5
3 JOINTS
2x10 SET INTO POLE
UC4B ON LAND
UC5B BELOW 1.0' MSL
TION
ELEV. = 4.66'
3'-4" 2%8" JOISTS
• s
2x8 BAND 12" O.C. UCB4 2x8 BAND :
3.00'
(4) 2"x10" GIRDERS UC5B
TWO ON EACH SIDE OF PILING
W/ (3) 1" HDG DOME HEAD MARINE
BOLTS EACH PILING (SEE DETAIL)
6"
4x8 CROSS
12" JOIST BRACING UC5B
C.4%-'LEVER EACH BENT
30'-1"-,SS B
TIMBER
(18' Y _- RATION)
f-� 7'-0"
P1 E R SECTION
2"x6" #1 DECKINC UC4B
SCREWED W/3" STAINLESS
STEEL DECK SCREWS (2/JOISTS)
- 2"x10" JOISTS 12" O.C.
(4) 2"x12" GIRDERS UC4B
TWO ON EACH SIDE OF PILING
W/ (3) 1" HDG MARINE
BOLTS EACH PILING (SEE DETAIL)
NORMAL WATER LEVI I_ t 1 .0'
(2) 3Y4" HDG MARINE BOLTS
® EACH CONNECTION
30'-10"0 TIP CLASS B TIMBER
PILING (18' MIN. PENETRATION)
ALL PILES TO BE TREATED
TO 2.5 CCA UC5B PER NC
BUILDING CODE PRESCRIPTION
12"
1 I:I
-5'_4" •
1`8"
ELECTRIC AND
WATER SERVICE
CONDUITS
48 CROSS
BRACING UC5B
EACH BENT
-5'
I
18'
-28'
SIMPSON H10 HURRICANE
® EACH TRUSS
2x6 STUDS ® 16" O.C.
HORIZONTAL BRIDGING ® EACH COURSE
8" CMU
3/4" ALLTHREAD W/IN 24" OF EACH
CORNER AND SPACED ® 48" MAXIMUM
IN GROUTED CELLS
#3 GR60 REBAR ® 32" O.C.
(3) #4 GR60 REBAR
(CONTINUOUS)
BOAT STOMIGE WALL SECTION
C2. NTS
2%6" #1 DECKING UC4B
SCREWED W%3'' STAINLESS
STEEL DECK SCREWS (2/JOISTS)
• 12" O.C. UC46 -5'-4"
(4) 2"x 12" GIRDERS UC4B
TWO ON EACH SIDE OF PILING
W/ (3) 1 " HDG MARINE
• BOLTS EACH PILING (SEE DETAIL)
NORMALWATER LEVEL f 1.0'
(2) :K' HDG MARINE BOLTS
® EACH CONNECTION
-5'
1- - — 7'-0" ----�
Ems
-28'
30'-10"0 TIP CLASS B TI
PILING (18' MIN. PENETR�
ALL PILES TO BE TREATED
TO 2.5 CCA UC5B PER NC
BUILDING CODE PRESCRIPTION
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Engineenne -Environmental -Land Planning
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PROJECT NUMBER: 1110RIA
06306H
PIER DETAILS
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16
APRIL 2012