20080689 Ver 1_Site Plan_20080414

40'-0°
38'-10" 12'-11%s" 12'•11%fi' 12'•11~s"
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HANDRAILS ARE REQUIP ON WALKWAYS ,FIXED F DRAILS ARE REQUIRED NALKWAYS ,FIXED PIERS
& RAMPS. IMPS. CO ?-J ~ ~
6'•0" HANDRAIL SYSTEM AND ° ~ SHALL BE THE RESPON' ~DRAIL SYSTEM AND STAIR CONSTRUCTION INDICATES LOCATION OF 2X4 O f"~1 ~ CO .LL BE THE RESPONSIBILITY ~ ~N
.°n o~ OF THE GENERAL CONT DIAGONAL BRACING THRU BOLTED fHE GENERAL CONTRACTOR. WITH GALVANIZED BOLTS ~ W ~
HANDRAILS ARE NOT JDRAILS ARE NOT TYP ~ C'7
SHOWN DUE TO CLARII )WN DUE TO CLARITY. 6'-0" ~j ~ C~
F~ d' U
0 0 G~ a v
N ALL DECKING TO W ~ O ~ BE COMPOSITE PRODUCTS. CO O ~ p
w m BTTM EK THE GENERAL CONTRACTOR ^ O
40'-0" SHALL BE RESPONSIBLE FOR ~ ~ Ul ~ ~ ' • a THE DESIGN AND ~ (Yj ~ !y
38'-10" INSTALLATION OF COMPOSITE ~ 1T-5"
12'-11~is" 1 } TYP 12'-115/s' 12'-11%s" DECKING SYSTEMS. MAX JOIST SPAN ~ W ~ G4 TYP TYP TYP TO BE SPLICED AT
° ~ _ (4) 2 X 12 GIRDERS ANY BEARING MATERIAL ~ ~ Zi ~ TYP ~ ,~Z, ~ ~
O J Q SEE DETAIL "A" W ~ ~ 0
3 STRAP EACH JOIST O W ~ ,A TO EACH GIRDER } W O ~ ~
(2) 2 X 8 GIRDERS TYP TYP ¢ b W ~ ~
~ Q A z A^
BT BTTM EK ~ r"~
BOTTOM DECK DETNL b {2) 2 X 6 GIRDERS TYP ~ H ~ a
NOTE: o 24'-0" LA, ~ W w
STEPS TO BE RESPONSIBILITY (3'-0~~ 2 X B IN 61DE JOISTS @ OC 12'-0" i 1'-10Y~" ^ Z O
OF GENERAL CONTRACTOR RISERS TO BE 7"MAX & I
4"MIN & 11"MIN DEPTH ~ o x
PER CODE, b 2 X 9 INSIDE JOISTS ~ O V a
STEPS SHALL BE CONSTRUCTED S IR A Y ° @16" O.C. io
PER N.C. RESIDENTIAL BUILDING (4) 2 X 12 GIRDERS - CODE 2002 EDITION - - - - - - - - ° - - o -
(2) 2 X 8 GIRDERS
NOTE: BLOCKING REQUIRED TYP 2 X 8 INSIDE JOIST Q
UNDER TOE OF STAIRS. „a @16" O.C. ~ c
~o o~ b Q
0 4 HINGES TO BE 2 X 8 INSIDE JOISTS GALVANIZED
o Q NOTE: ~ ~ @16" O.C.
A PLACARD MUST BE POSTED
_ AT A POINT OF ENTRANCEAT m THE UPPER DECK AREA B B T M E K
P R I w TO REFLECT THE REQUIRED 0 0~ U P R E DESIGNED MINIMUM LIVE LOAD HI P R E K O S O p HI P ! N
r~ OF 125 PSF, 5 E E I "B" 2 X B INSIDEJOIST z @12" O.C. b
HINGES TO BE
Z GALVANIZED. ~ 1T-5., ~ ~ MAX JOIST SPAN 2 X 10 OUTSIDE ~
0 Z 2 X 8 INSIDE JOIST ~ TO BE SPLICED AT DOUBLE BAND ~ ~
o ~ @12" O.C. ( 2 8 ~'p TP ANY BEARING MATERIAL REDUCED TO 2 X Q TYp AS REQUIRED 4' 0'
2 X 10 OUT5IDE
~ DOUBLE BAND w
REDUCEDT02X6 AS REQUIRED 4' O" EZ•DOCK OR EQUAL 'r/'+.
2 X 8 INSIDE JOISTS @16" O.C. FLOAT
BLOCKAROUND 1 BLOCK AROUND
6X6 POSTS 6 TYp TYP ON PERIME ER ~U EZ-DOCK O Z C7 ER OR EQUAL W ~
40'-0" TELESCOPING PIPE GUIDE FOR UPPER DECKS PPORT SYSTEM ATTACHED TO FLOAT. io EZ-DOCK EZ-DOCK EZ-DOCK EZ-DOCK EZ-DOCK EZ-DOCK PPORT FLOAT W ~ ~ W EZ-DOCK EZ•DOCK EZ-DOCK ~ ^
GENERAL NOTES: UPPER DECK CONSISTING OF PIPE GUIDE, A m OR EQUAL OR EQUAL OR EQUAL OR EQUAL OR EQUAL OR EQUAL OR EQUAL OR EQUAL OR EQUAL I-I
PIPE SLEEVE AND PIPE. FLOAT FLOAT FLOAT FLOAT FLOAT FLOAT FLOAT FLOAT FLOAT EZ-DOCK
1. THE FLOATING DOCK IS DESIGNED BY EZ•DOCK. WWE ASSUMES NO RESPONSIBILITY FOR MFG. RESPONSIBLE FOR EZ DOCK OR EQUAL DESIGN. ASSEMBLIES L.~ OR EQUAL FLOAT
TYP 2•RETAININGYOLKS 1TYP 4'-0" 4'-0., W ~ a
2, THE DESIGN WIND LOAD IS 90 MPH UNIFORM ATTACHED TO FLOAT ( ) TYP ( ) PER EZ-DOCK OR EQUAL ( ) (Np) EZ-DOCK
SPECIFICATIONS 3, ALL STRUCTURAL DESIGN AND ANALYSIS IS A STATIC ANALYSIS. DYNAMIC DESIGN OR EZ-DOCK EZ•DOCK EZ•DOCK OR EQUAL F~„I EZ-DOCK EZ-DOCK EZ•DOCK FLOAT
ANALYSIS IS NOT INCLUDED. OR EQUAL OR EQUAL OR EQUAL C OR EQUAL OR EQUAL OR EQUAL
4. ALL EXPOSED WOOD AND TIMBER SHALL BE 0.40 CCA #2 SOUTHERN PINE TREATED TIMBER OR BETTER DRESSED TO SIZE, DECKING #1 OR BETTER, MINIMUM 5/". THE 8"0 TREATED EZ-DOCK OR EQUAL
TIMBER PILES ARE TO BE 0.80 CCA SOUTHERN PINE TREATED ,MINIMUM TIP OF 8" 0, DRIVEN FLOAT
A MINIMUM OF 4'•0"INTO FIRM SOIL. EZ-DOCK EZ-DOCK I EZ•DOCK EZ•DOCK 3'-4"
OR EQUAL OR EQUAL C 5. ALL NAILS, BOLTS AND OTHER METAL HARDWARE SHALL BE HOT DIPPED GALVANIZED A36 EZ-DOCK OR EQUAL EZ•DOCK OR EQUAL TYP EZ-DOCK
CARBON STEEL. ALL FRAMING NAILS SHALL BE 16D, OR EQUAL OR EQUAL OR EQUAL FLOAT
6, ALl BOLTS USED THROUGH TIMBER MEMBERS SHALL BE 5/"ROUND CARRIAGE BOLTS USING FLAT AND LOCK WASHERS UNLESS SHOWN OTHERWISE ON THE DRAWING. ALL HARDWARE TO BE EZ-DOCK EZ-DOCK I EZ-DOCK
THROUGH BOLTED WITH A MINIMUM Y"BOLT THE NECESSARY LENGTHS OF EACH BOLT SHALL OR EQUAL OR EQUAL C EZ-DOCK EZ-DOCK OR EQUAL a OR EQUAL OR EQUAL FLOAT ~
BE DETERMINED BY THE CONTRACTOR. LEGEND:
7. WHERE STRUCTURAL STEEL ANGLES, CHANNELS AND OTHER STEEL MEMBERS ARE U5E0 BRACKETS b a EZ-DOCK EZ-0OCK
ALL ITEMS ARE TO BE GALVANIZED. a ~ EZ•DOCK OR EQUAL OR EQUAL
OR EQUAL 62-OUTSIDE RAMP PIVOT 5" X 12" X ~"WITH (X) y" BOLTS FLOAT EZ-DOCK EZ-DOCK
8. CONNECTIONS SHALL BE DESIGNED TO SAFELY CARRY A MINIMUM HORIZONTAL LOAD B3-PIER PIVOT 5" X 5" X Ya" WITH (X) ~"BOLTS EZ-DOCK EZ-DOCK I OF 1000 LBS iN ANY DIRECTION AND A MINIMUM VERTICAL LOAD (BINDING LOAD) OF 1600 LBS, OR EQUAL OR EQUAL C OR EQUAL OR EQUAL EZ-DOCK
N1.4" X 3"NYLON SKID OR EQUAL FLOAT
9. EACH OF THE ANCHORING PILES FOR THE DOCK SHOWN ON THE DRAWING a N
SHALL 8E A MINIMUM OF 8"0 AND DRIVEN SUFFICIENTLY DEEP IN THE LAKE BOTTOM TO SAFELY WITHSTAND A MAXIMUM _ EZ-DOCK
HORIZONTAL LOAD AT THE MAXIMUM WATER LEVEL (ELEV. 760.Dmsl) OF 1000 LB. WORLDWIDE ENGINEERING " - EZ-DOCK EZ-DOCK EZ-DOCK I ASSUMES NO RESPONSIBILITY FOR THE ACTUAL CONDITION OR THE STRENGTH OF FOUNDATION MATERIAL ON OR EQUAL OR EQUAL C EZ-DOCK EZ-DOCK OR EQUAL
THE LAKE BOTTOM. THE OWNER ASSUMES ALL RESPONSIBLITY FOR ASSURING THAT THE FOUNDATION MATERIAL OR EQUAL OR EQUAL EZ-DOCK OR EQUAL FLOAT OR EQUAL Project Engineer.
ON THE LAKE BOTTOM WILL SAFELY CARRY THE IMPOSED LOADS. HGM
EZ-DOCK Drawn By. OR EQUAL
10. ALL PIERS AND DOCKS SHALL HAVE TWO (2}WHITE REFLECTORS, A MINIMUM OF SIX (6) INCHES ABOVE FULL POND ELEVATION, ON EACH FURTHERMOST CORNER OF THE EXTENSION OF THE FLOAT RLW
PIER INTO THE WATER, REFLECTING LIGHT PARALLEL TO THE SHORE IN EACH DIRECTION AND DIRECTLY EZ-DOCK EZ-DOCK E EZ-DOCK EZ•DOCK Date Drawn; OR EQUAL OR EQUAL EZ-DOCK 2113108
ACROSS THE WATER LINE WITH THE SHORE FROM EACH CORNER. WHITE REFLECTORS SHALL BE PLACED OR EQUAL OR EQUAL C EZ•DOCK ON EACH SIDE OF THE PIER AT INTERVALS OF FIFTEEN (15) FEET OR LESS, SIX (6) INCHES ABOVE THE WATER, ~ OR EQUAL EZ•DOCK OR EQUAL
BEGINNING AT ITS OUTERM05T EXTENSION IN THE WATER, INCLUDING ALL FLOATS AND OTHER APPURTENANCES OR EQUAL FLOAT Revisions:
AND EXTENDING. TO THE SEVEN-HUNDRED SIXTY (760) CONTOUR OF THE SHORELINE. Nun~et: Date:
11. HANDRAILS AND PICKETS FOR FIXED DECK ARE NOT SHOWN FOR CLARITY, ALL HANDRAIL SYSTEMS 8-RETAINING YOLKS EZ-DOCK ATTACHED TO FLOAT o ~t.easEOFORCOHSn:ucn yrsme
SHALL BE CONSTRUCTED IN ACCORDANCE WITH NC RESIDENTIAL BUILDING CODE ,LATEST EDITION, AND SHALL BE ABLE TO OR EQUAL f PER EZ•DOCK OR EQUAL FLOAT SPECIFICATIONS
SAFELY WITHSTAND A CONCENTRATED LOAD OF 200 LBS APPLIED TO THE TOP RAIL AT ANY POINT AND IN ANY DIRECTION. 16'-0" INSTALL APPROPRIATE HANDRAIL AT ALL AREAS ELEVATED GREATER THAN 30"OVER LAND OR FLOATING SLIP. ALL DECKING
6'•8" 10'•0" cl ic.~~.Lp _ _ N~1~;FI`~~°R'INH3~6HANK~9S[~~NflfL'3~9 APPROX. 5'-0" ~ 10'•0"
3-RETAINING YOLKS DETERMINE .RETAINING YOLK 3 3•RETAINING YOLKS
12. STRAP PIER DECK SYSTEMS TO GIRDERS WITH HURRICANE STRAPS. ATTACHED TO FLOAT ATTACHED TO FLO PER EZ-DOCK OR EQUAL PER EZ•DOCK OR E ATTACHED TO FLOAT Date Issued, PER EZ•DOCK OR EQUAL 2113108
SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS 70'•0"
13. CONSTRUCT TOP OR PIER DECK 1'•0"ABOVE FULL POND (760' ABOVE SEA LEVEL).
prnl VoM IJumhor I
14, GUNS I KUC I ION NU I SF'tUIFICALLY ILLUSTRATED SHOULD 9E CONSTRUCTED IN ACCORDANCE WITH PLAN VIEW N.C. BUILDING CODE (JOIST CONNECTIONS TO BANDS, ETC)
SCALE. 1/8'_1,_Q, 07-305
15. PROVIDE 2" X 4" X•BRACING AS APPROPRIATE FOR FIXED PIERS IN ACCORDANCE WITH N.C. CODE. Sheet
Pi.0
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BLOCKAROUND
6X6 POSTS
TYP ON PERIMETER C FOR UPPER DECK SUPPORT
C ~I
TIMBER PILE DOUB 6X6 POST LE OR SINGLE BAND 2 X 8
BLOCK AROUND
2 X 8 GIRDER DECK 6X6 POSTS 2 X 8 JOIST 1 114"0 SCHED, 40 ?-j ~ ~ ' (01ST GALV. STEEL PIPE /~--~t
- 8"PILING
zxa 6-1/2"0 GRADE 5, GALV, T k ~ HEX BOLTS BOLT THRU 2x8 `.J
2X8'S JOISTS BOARDS W/FLAT & LOCK Z M
ZX12'S •I GIRDERS ~ G WASHER (fYP,} ~ ~~y d, U
SCREW SECTIONS TOGETHER
NOTCH AREA 1'-8" NOTCH 0 0 ~ 114"{ PL. 9" ~ W G~+ ~ ~
n fda PILING zxaJOlsrs IN PILIN 00000 a 1 ~ ~ W ~~ov•q
A 2 NOTCH G A 15" 15 ~ W U~ ~ pp
IN PILING 2X8'S C2) ~ a '
6X6 VERTICAL t NOTE: GALVANIZE AFTER FABRICATION ~ W ~j G4
POST SUPPORT) ~z~ z x ~z SECTION "1-1"
6x6 POST GIRDERS BOTH SIDES Z ~ q
DETAIL "A" ~ ~
DETAIL " " SCALE: NTS B TYP. GALVANIZE w W ~ a A D STEEL BRACKETS
ELEVAItON VIEW i~~tfOM 4E.Gt~„ FOR TIMBER PILES w y~ w d' ~
NOTE: Ste' ~ USE 518"0 BOLTS NANUFACNRED BY 511lP50N PRODUCTS, ~ H Q
STAGGER BOLT LOCATION ...DENVER, N.C. OR EQUAL ~ F ~ •
SECTION " " C a
s~ A ~ zw
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p ~ a
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HANDRAIL POST
• 2 X a JOISTS (TYP) NOTE: • )TE:
HANDRAILS SHALL BE ~NDRAILS SHALL BE REQUIRED
• INSTALL APPROPRIATI iTALL APPROPRIATE HANDRAIL AT L AREAS EXCEPT FLOATS.
DECKING 2 X 8's ALL AREAS EXCEPT FL
2X8'
2 X 8 GIRDERS (lYP) STRAP PIER DECK SYSTEMS
TO GIRDERS WITH HURRICAN 30'-615116"
STRAPS 2
X 12's I I
~ STEPS SHALL BE CONSTRUCTED PER N.C. RESIDENTIAL BUILDING D JG
SECTION "A1-A1" CODE 2002 EDITION
SG4LE: N1S L~(__, C-'
6X6 POSTS Z
4" X 4" NEE BRACES g-p' ~ ~ U
p HEADROOM CLEARANCE '
HANDRAIL DETAIL W ~ z ~ I'
s~
N A
~a~~ x
8" PILINGS ~ ~ V H
w~ a
E~-+
5a•o°
4.. UPPER AN[ UPPER AND LOWER DOCK ELEVATIONS
5CA1E NTS 5CA1E: NTS
INDICATES TYPICAL 2 x a DIAGONAL BRACING
a a ON BOTH SIDES
a ~ LOCATIONS SHOWN ON PLAN
•
0
M
e ~ '
a Project Engineer.
N HGM
OTE. Drawn By.
' ~ • ~ ALL BOLT SIZES SHALL BE PER NOTE RLW ~E PER NOTES ON SHEET 1.
4" X 4" Date Draxm:
• ALL BOLTS SHALL BE STAGGERED Al 2/13108 ~GGERED AT EVERY AREA
BoLrAS REQUIRED WITH AT LEAST TWO OR MORE BOL T Revisions: MORE BOLTS AT EACH LOCATION.
WITH MINIMUM OF Num6ar. per; i
4•Y"0 SCREWS D REIEASEU FORCONSTRUCTI Z 3N8
DIA GONAL BRACE DETAIL OPTIONAL HANDRAIL DETAIL
SCNE Nis SCALE: _
NT5
ate Issued;
2113/08
Project Number.
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Sheet:
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4.W~, , 24, S 74 ut C18 .,8,90 °7 i L i ~ . 41 .,7.. $d `3. ~ t-r Tic ~ ~ €~EVISiOi ~ k 1 ,.OOD CEO f~CA'~l~Pl S+~r~
+ 15~ i 011? ?.~"E 3 , ~ 246 5 86 t} "~€3 4(.55 J 1 'tH f I" fS IS ,0 ,ERuI 24 N 5~'Y5 a2 30.17 F- F N J5 ^r$ 42 ~ 32.f15 ! ~ ! OGA~E7 l~ ,4 SF PHfS IS TC C~RiifY THAT ?"r~E Sf,18a~CT PR4Jr~ERTY [ ~ ,i _ rv; CGAT~E7 !N ,4 S°EC'AL Fk.'3~D ;~AZA~D AP,EA AS' SHOWN ON ! ~ ,,J E ~ ~ , t, ~ ~
' _ ;~~,~~~9 9 1 s~;,-] . 2 59D2 4 >3~': 4 +v!ARS RR;rR,ARED 2 ~ „°19 23.34 1 , Mw «47U12 4 14. ~ ~ ~,r~----~ T ~ ; AG~IGY, FEDcRA?, ~~4E~S I'R~.~,ARED BY THE ~~pERAL ~tAERCkNCY b~AMAGE',~EN? ~ ~ r:~ b.C~lGY, FEDcRA?, INSURANCE kDMINl5"4r~A?10N, DATED i
~,q n,l iu'-47 30 W ! 7:Q3 23tI In 45 ~9 ~ 6,;7v ~ iv .h ~ rte,
u0 ~ a3 X35 2.,51. ~ ~ /7 ~ ' ~ /
r ~2 M1 r ~ ;25„ h 2 31 b;49' ~.,1 ~ r : L,. ~ ! ` ~ a~RT(r"4~A I E C1F ~A,CCURACY - ~ ;ti~~.t~IC~ ~ ~t, <<_ ;
6 ~ ~ r o j P 2 ,70 - \ ~ f i~ ; ` i, z~ereby, cer~e.Y ~ ~ ~2b7 ' 7 .76 j""'~ ;Iel~!`,`~~ri~y Atha" i, Hereby, c~rtiiy that undermy dE n;t~?sn as~d supervision fhis:map was drawn firarn acfua! ~ ~ ~i?~', r. ~.1
! , ~ t " \ ! --r- t- ~ !i ~ ?,_!;n, ~j9.36 - s~ ~d ~;i,i} X33 0 ~ ~ I ~ / .on~oryri,nce wi}! ~.~i , y that the ..rrar a$ Meld curve , ~ r ~ f~ caicufnted by {atftud~s and departures ir, ~ _ ,on~oryri,rce with the IowS df t86 ' c.:a caf Idarth Carolina, that the bounddr+es not surveyed,
1~6 ~ e 11 0~'"! .cl ~7 ~,...-,...-,.~..,nr'° ~ ' ' ~ qYe haraR Y.. $ ! 2G 4'.,ry~.l~ ~ 93C$ ?hiS Cnap 6Vi .~~-..~,~..v ~ F i ~ ~ 22,06 i are ~Rowt* as aroken EEnes; tna s~~;~d ~n¢ai•mat(gn is Yecorded fri Bask.. W._.,.., Page_;,,„~,; ~ ~ r~ : , ~ tt'` ' 4.J 4.t r ~ ~ ~ ~ . i7 tf3at tti#s map ;vas ;n aceardan~,e ~~h NCGS,47-3t~ as an7enaed.
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~I w{ 1a w 26 N ..1 3 1 ~ .422:07 ~ Signature: Si nature: ~ ~ ~ 9 ~ _ „
~ ti f ~ ~ncrneer ofLr~nd ~fiC~uAV[rp.~.».- ~ w~;,.~ ~ ~ ,.<<r°"sh
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